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Summerset Apartments (2)
Cn N 0 N co L0 0 0 mmer et Apartments Zephyrhills, FL �r Pit�i�kt l�Lo R..ftt;TvF,'itch SHALL �AdtP ,Y 1�Ji i i'.'iG NEERM LAXIGN Al cA r,, y of zy'vRALU C"INANCS. BIJIL]DE14C S;r AL . COMPLY WITU ALL /a.PiPL1Cr,,�c Ly �eJIL.`J�ICY, ELECTRIC�,L, .&9,1MB3NG AND M-,�,cRAMCA L CODES. Owner. SUMMERSET APARTMENTS LIMITED PARTNERSHIP 3550 S. Tamiami Trail I Sarasota. Florida. 34239 P: 941.929.1270 F: 941.929.1271 I E: dperic@beneficialcom.com Contact: Dusan Peric Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue . Suite 1121 1 Altamonte Springs . Florida . 32701 P: 407.830.1400 F: 407.830.4143 E: ssilveira@forumarchitecture.com Contact: Steve Silveira Structural Engineer. GUTHERMAN STRUCTURAL INC. 264 Buttercup Circle I Altamonte Springs . Florida . 32714 P: 407.701.0875 1 E: jutherman@gstructural.com Contact: Jack Gutherman Mechanical, Electrical, & Plumbing Engineer. JOSEPH, LAWRENCE & CO, LLC. 1180 Harwood Avenue, Suite 3000 1 Altamonte Springs . Florida . 32714 P: 321.972.4466 F: 407.972.4466 1 E: adam.barney@jlceng.com DRAWING INDEX ® ARCHITECTURAL DRAWINGS ® MECHANICAL DRAWINGS A1.01 Title Sheet, Drawing Index & Issue History A6.11 Building I Exterior Elevations A1.02 Code Compliance & Matrix A1.03 General Notes, Abbreviations & Symbols A1.04 Construction Assemblies A1.05 Construction Assemblies A1.06 ( FGBC Green Building Requirements A1.11 Building I First Floor Life Safety Plan A1.12 Building II First Floor Life Safety Plan A1.21 Building I Fourth Floor Life Safety Plan A1.22 Building II Fourth Floor Life Safety Plan A2.01 Architectural Site Plan STRUCTURAL DRAWINGS A7.21 Building Seperation - Fire Wall Sections & Details ARCHITECTURAL DRAWINGS A6.21 Building 11 Exterior Elevations A6.22 Building II Exterior Elevations A6.31 Clubhouse Exterior Elevations A6.41 Enlarged Elevations Details A6.51 Enlarged Elevations Details S3.00 General Notes S3.01 j Typical Sections and Details S3.11 Foundation Plan S3.12 Foundation Plan S3.13 Foundation Plan S4.01 I Sections and Details S4.02 Sections and Details 54.21 j Second Floor Framing Plan S4.22 Second Floor Framing Plan S4.23 Roof Framing Plan S4.31 Third Floor Framing Plan S4.32 Third Floor Framing Plan S4.41 Fourth Floor Framing Plan S4.42 Fourth Floor Framing Plan S4.51 Roof Framing Plan S4.52 Roof Framing Plan ® ARCHITECTURAL DRAWINGS A5.01 Building I Architectural Slab Plan A5.02 Building II Architectural Slab Plan A5.03 Clubhouse Architectural Slab Plan A5.11 Building I First Floor Plan A5.12 Building II First Floor Plan A5.13 I Clubhouse Dimension Plan A5.14 Clubhouse Note Plan A5.15 Clubhouse Reflected Ceiling Plan A5.16 Clubhouse Enlarged Plans & Interior Elevations A5.17 Clubhouse Enlarged Plans & Interior Elevations A5.18 Clubhouse Interior Elevations & Accessibility Details A5.21 Building I Second Floor Plan A5.22 Building II Second Floor Plan A5.31 E Building I Third Floor Plan A5.32 Building II Third Floor Plan A5.41 Building I Fourth Floor Plan A5.42 Building 11 Fourth Floor Plan A5.51 I Building I Roof Plan A5.52 Building II Roof Plan A5.53 Clubhouse Roof Plan A5.60 i Unit Al Plans A5.61 Unit A2 - UFAS Plans A5.62 Unit A3 Plans A5.63 Unit B1 Plans A5.64 Unit B2 Plans A5.65 ! Unit B3 Plans A5.66 i Unit B4-UFAS Plans A5.67 Unit 65-UFAS Plans A5.68 Unit B6-UFAS Plans A5.69 Unit C1 Plans A5.70 Unit C2-UFAS Plans A5.71 Unit Interior Elevations - Kitchens A5.72 Unit Interior Elevations - Bathrooms A5.81 Enlarged Plan A5.91 Unit Details, Finish Schedule & Accessibility Diagrams A5.92 UFAS/FBC-A Unit Details & Accessibility Diagrams A5.93 FHA Clear Floor Space Diagrams A5.94 UFAS/FBC-A Clear Floor Space Diagrams ISSUE HISTORY 05/08/15 Bid & Permit Set A7.01 Clubhouse Building Sections A7.11 Exterior Wall & Balcony Sections A7.12 Exterior Wall & Details A7.13 Wall Sections & Details A7.14 Breezeway Wall Sections A7.15 Partial Sections P14.00 Symbol Legend and General Notes Plumbing P14.11 Building I First Floor Plan Underground Plumbing P14.11A Building I First Floor Plan Plumbing P14.12 Building 11 First Floor Plan Underground Plumbing P14.12A Building 1.1 First Floor Plan Plumbing P14.13 Clubhouse First Floor Plan Plumbing P14.21 Building I Second Floor Plan Plumbing P14.22 Building 11 Second Floor Plumbing Plan P14.31 Building l Third Floor Plan Plumbing P14.32 Building 11 Third Floor Plan Plumbing P14.41 Building I Fourth Floor Plan Plumbing P14.42 Building II Fourth Floor Plan Plumbing P14.51 Building I & II Roof Plan Plumbing A7.31 Wall Sections Details A7.32 Wall Sections Details A7.33 Wall Sections Details A7.34 Wall Sections Details A7.41 Clubhouse Wall Sections & Details A7.42 Wall Sections & Details A7.51 Roof to Head Wall Detail A7.52 Roof to Head Wall Detail A7.53 Roof to Head Wall Detail A7.54 Roof to Side Wall Detail A8.01 Stair Sections A8.02 Stair Sections Details A8.03 Stair Sections rA8.21 Elevator Sections & Details A9.11 Door Schedule & Details A9.12 !Door Details A9.21 Window Schedule & Details A9.22 Window Details E FIRE PROTECTION DRAWINGS FP13.00 I Symbol Legend and General Notes Fire Protection FP13.11 Building I First Floor Fire Protection FP13.12 ! Building II First Floor Fire Protection FP13.21 ' Building I Second Floor Fire Protection FP13.22 Building II Second Floor Fire Protection FP13.31 Building I Third Floor Fire Protection FP13.32 Building II Third Floor Fire Protection FP13.41 Building I Fourth Floor Fire Protection FP13.42 ! Building 11 Fourth Floor Fire Protection FP13.61 Enlarged Unit Plans Fire Protection FP13.62 Enlarged Unit Plans Fire Protection FP13.63 Enlarged Unit Plans Fire Protection FP13.64 Enlarged Unit Plans Fire Protection M15.00 :Symbol Legend and General Notes Mechanical M15.1.1 Building I First Floor Plan Mechanical. M15.12 Building II First Floor Plan Mechanical M15.13 Clubhouse Floor Plan Mechanical M15.21 Building I Second Floor Plan Mechanical M15.22 Building li Second Floor Plan Mechanical M15.31 Building I Third Floor Plan. Mechanical M15.32 Building II Third Floor Plan Mechanical M15.41 Building I Fourth Floor Plan Mechanical M15.42 Building II Fourth Floor Plan Mechanical M15.51 Building I & II Roof Plan Mechanical M15.61 Enlarged Unit Plans Mechanical M15.62 Enlarged Unit Plans Mechanical M15.63 Enlarged Unit Plans Mechanical M15.64 Enlarged Unit Plans Mechanical M15.71 Mechanical Schedules M15.81 Mechanical Details M15.82 Mechanical Details M15.91 Mechanical Risers ELECTRICAL DRAWINGS E16.00 Symbol Legend and General Notes Electrical E16.01 Site Plan Electrical E16.02 Site Lighting Electrical E16.03 Photometrics Electrical E16.04 Site Lighting Fixture Cut Sheets E16.11 ! Building I First Floor Plan Electrical E16.12 I Building II First Floor Plan Electrical E16.13 Clubhouse Floor Plan & Power Systems E16.14 Clubhouse Floor Plan Lighting E16.21 Building I Second Floor Plan Electrical E16.22 Building II Second Floor Plan Electrical E16.31 j Building I Third Floor Plan Electrical E16.32 Building II Third Floor Plan Electrical E16.41 Building I Fourth Floor Plan Electrical E16.42 Building II Fourth Floor Plan Electrical E16.61 Enlarged Unit Plans E16.62 Enlarged Unit Plans E16.63 Enlarged Unit Plans E16.64 ! Enlarged Unit Plans E16.65 1 Enlarged Floor Plans Electrical E16.71 i Building I Power Riser Diagram E16.72 Building II Power Riser Diagram E16.73 Building. II Power Riser Diagram E16.74 l Clubhouse Riser Diagrams E16.75 ! System Riser Diagram E16.76 Schedules Electrical E16.77 ` Schedules Electrical E16.78 Schedules Electrical E16.81 Electrical Details PLUMBING DRAWINGS TRASH COMPACTOR ENCLOSURE DRAWINGS P14.61 Enlarged Unit Plans Mechanical P14.62 Enlarged Unit Plans Plumbing P14.63 Enlarged Unit Plans Plumbing P14.64 Enlarged Unit Plans Plumbing P14.71 Sanitary Riser Diagrams Plumbing P14.72 Domestic Water & Condensate Riser Diagrams Plumbing P14.81 SymboYLegend and General Notes Plumbing P14.81 Symbol Legend and General Notes Plumbing Al9.31 Trash Compactor Enclosure - Plans, Elevations & Details Al9.32 Trash Compactor Enclosure - Sections S19.33 Foundation & Top of Wall Plans, Sections & Details P19.35 Plumbing Plan E19.36 Electrical Plan FORUME ARCHITECTURE & a INTERIOR DESIGN, INC. c 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 onn nnn non on o 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 A SHEET REVISIONS: EDITED BY: J0 PROJECT NO. 14-2984 Title Sheet, Drawing Index & Issue Histor IL CLUBHOUSE CODE COMPLIANCE PROJECT INFORMATION UNIT AREA TABLE BUILDING UNIT DIAGRAMS 0 0 N 00 0 L0 0 a� 0 a - OCCUPANCY TYPE A-3 ASSEMBLY (2) 4-STORY WOOD FRAME APARTMENT BUILDINGS W/ LOAD BEARING EXT. WALLS CONSTRUCTION TYPE TYPE V-B, NON-SPRINKLERED (1)1-STORY WOOD FRAME CLUBHOUSE BUILDING W/ LOAD BEARING EXT. WALLS (1) CMU TRASH DU'MPSTER ENCLOSURE AREA & HEIGHT LIMITATION (FBC-B TABLE 503) REQUIRED/ALLOWED PROPOSED MAX HEIGHT 40' 31'-2" ■ GOVERNING BODIES MAX NUMBER OF STORIES 2 STORIES 1 STORIES MAXIMUM AREA PER FLOOR 6,000 SF 5,250 SF CITY OF ZEPHYRHfLLS 53335 8TH ST FIRE PROTECTION (FBC-B TABLE 601 & 602): ZEPHYRHILLS, FL 33542 STRUCTURAL FRAME 0 HR 0 HR PHONE (813) 780-0020 EXTERIOR BEARING WALLS 0 HR 0 HR INTERIOR BEARING WALLS 0 HR 0 HR BUILDING CODES INTERIOR NON -BEARING WALLS 0 HR 0 HR FLORIDA BUILDING CODE, BUILDING (FBC-B) 2010 EDITION EXTERIOR NON -BEARING WALLS 0 HR 0 HR FLORIDA BUILDING CODE, ACCESSIBILITY (FBC-A) 2012 EDITION FLOOR CONSTRUCTION 0 HR 0 HR FLORIDA BUILDING CODE, MECHANICAL (FBC-M) 2010 EDITION ROOF CONSTRUCTION 0 HR 0 HR FLORIDA BUILDING CODE, ENERGY CONSERVATION (FBC-EC) 2010 EDITION FLORIDA BUILDING CODE FUEL GAS (FBC-FG) 2010 EDITION Unit Type Unit Name Unit Areas in SF Total Unit Area in SF Unit Total by Name Unit Total by Type Unit Type Percentages A/C Area Non -A/C Area 1 Bed / 1 Bath Al 735 0 735 7 16 16.67% 1 Bed / 1 Bath A2 UFAS 735 0 735 1 1 Bed / 1 Bath A3 836 56 892 8 2 Bed / 2 Bath 131 1066 0 1066 23 60 62.50% 2 Bed / 2 Bath B2 1066 60 1126 19 2 Bed / 2 Bath B3 1102 0 1102 15 2 Bed / 2 Bath B4 UFAS 1066 0 1066 1 2 Bed / 2Bath B5 UFAS 1066 60 1126 1 2 Bed / 2 Bath B6 UFAS 1102 0 1102 1 3 Bed / 2 Bath C1 1305 1 60 1365 19 20 20.83% 3 Bed / 3 Bath C2 UFAS 1305 60 1365 1 Total Units in Project - All Types 1 96 100.00% C1 B2 B1 B3 2 HR FIRE WALL A3 A3 B3 B1 B1 131 B2 61 B3 C1 B2 63 131 C1 B2 B2 Al C1 Al C1 62B1 2 HR FIRE WALL C1 B3 A3 B1 B3 61 B1 BUILDING SEPARATION FROM APARTMENT BUILDING COMPLYING WITH FBC-B PLUMBING FB -P 2010 EDITION FLORIDA BUILDING CODE, PLU G ( C ) NOTE 1: THIS INFORMATION SHALL NOT BE USED FOR CONDOMINIUM DOCUMENTS. B3 B2 B1 SECTION 3104 FLORIDA FIRE PREVENTION CODE (FFPC) 5TH EDITION NOTE 2: UNIT AREAS LISTED ARE FROM CENTER LINE OF TENANT SEPARATION AND OUTSIDE OF C B2 6-UFA EXT./BREEZEWAY WALLS. AREAS ARE APPROX. B1. NATIONAL ELECTRICAL CODE008 EDITION (NEC)( ) C1 VISUAL/HEARING IMPAIRED UNIT B2 CLUBHOUSE INTERIOR FINISHES (FBC-C TABLE 803.9) B2 Al APARTMENT ACCESSIBILITY C1 Al C1 VERTICAL EXIT& PASSAGE WAY = B = B ALL UNITS ARE DESIGNED TO COMPLY WI THE FAIR HOUSING ACT OF 1980 AND UNIT TYPES 62 1131 2 HR FIRE WALL C1 EXIT ACCESS DESIGN FEATURES AS REQUIRED PER FLORIDA HOUSING STANDARDS. 5% OF UNITS B3 ROOM & ENCLOSED SPACES = C ARE DESIGNED TO COMPLY WITH UFAS AS REQUIRED PER SECTION 504 AND THE A3 ' 83. A3 ; B1 FLORIDA BUILDING CODE - ACCESSIBILITY 2012. IN INSTANCES WHERE THESE B1 61 CLUBHOUSE OCCUPANCY & MEANS OF EGRESS STANDARDS DIFFER THE UNITS WERE DESIGNED TO COMPLY WITH THE MOST i 63 B2 B1 VISUAL/HEARING IMPAIRED UNIT OCCUPANCY LOAD (PER FBC 1004.1) GROUP: A3 STRINGENT REQUIREMENT. REFER TO BUILDING PLANS FOR LOCATIONS. i f C1 B2 63 ASSEMBLY AREA I FLOOR AREA PER OCC. OCCUPANTS ADDITIONALLY, 2% OF UNITS SHALL BE ACCESSIBLE TO PERSONS WITH HEARING AND C1 B2 4-UFA CLUBROOM 801 SQ.FT. / 15 SQ.FT. 54 VISION IMPAIRMENTS. REFER TO MEP DRAWINGS FOR RESPECTIVE NOTATIONS. I Al 5-UFAS FITNESS (W / EQUIP.) 523 SQ.FT. / 50 SQ.FT. 11 y 2-UFA Al C1 CLASSROOM 284 SQ.FT. / 15 SQ.FT. 19 APARTMENT CODE COMPLIANCE 61 LOBBY 683 SQ.FT. / 15 SQ.FT. 46 OCCUPANCY TYPE R-2 RESIDENTIAL UNIT Al: 1 BED / 1 BATH UNIT A2-UFAS: 1 BED / 1 BATH UNIT A3: 1 BED / 1 BATH B2 8 3 2HR FIRE WALL C1 CONSTRUCTION TYPE TYPE V-A, SPRINKLERED (FIRE SPRINKLER A3 ' B3 A3 61 BUSINESS SYSTEM NFPA 13R PER FBC 903.3.1.2) B1 B1 LEASING 541 SQ.FT. /100 SQ.FT. 6 R� B1-VISUAL/HEARING IMPAIRED UNIT (INCLUDES MANAGER'S OFFICE) AREA & HEIGHT LIMITATION (FBC-B TABLE 503) REQUIRED/ALLOWED PROPOSED CONFERENCE ROOM 150 SQ.FT. / 100 SQ. FT. 2 MAX HEIGHT 60'* 45'-0" COMPUTER ROOM 167 SQ.FT. 1100 SQ.FT. 2 MAX NUMBER OF STORIES 4 STORIES* 4 STORIES MAIL 84 SQ.FT. / 100 SQ. FT. 1 MAXIMUM AREA PER FLOOR PER AREA MODIFICATION CALCS BELOW ACCESSORY AREAS FIRE PROTECTION (FBC-B TABLE 601 & 602):. MECH. CLOSET & JANITOR 272 SQ.FT. 1300 SQ.FT. 1 STRUCTURAL FRAME 1 HR 1 HR EXTERIOR BEARING WALLS 1 HR 1 HR TOTAL 142 PERSONS INTERIOR BEARING WALLS 1 HR 1 HR INTERIOR NON -BEARING WALLS 0 HR 0 HR REQUIRED PROVIDED EXTERIOR NON -BEARING WALLS 0 HR 0 HR TRAVEL DISTANCE (FBC-B TABLE 1016.1) 200' 50'-10" FLOOR CONSTRUCTION 1 HR 1 HR EXITING REQUIREMENTS (FBC-B TABLE 1019.1) 2 EXITS 2+ EXITS ROOF CONSTRUCTION 1 HR 1 HR CLUBHOUSE OCCUPANCY DIAGRAM DWELLING UNIT SEPARATION WALLS (FBC 708) 1 HR 1 HR PER LEGEND IN OCCUPANCY TABLE FLOOR/ CEILING ASSEMBLY (FBC-B 711) 1 HR 1 HR REFER TO SHEET A1.25 FOR LIFE SAFETY PLAN ELEVATOR SHAFT ENCLOSURE (FBC-B 708.4) 2HR 2HR BUILDING SEPARATION FIRE WALL 2 HR** 2HR T I : * AUTOMATIC SPRINKLER SYSTEM INCREASE OF 1 STORY, BUT NOT EXCEEDING 60 I FEET FOR GROUP R, PER FBC-B 504.2. ** FIRE RESISTANCE RATING PER FBC-B TABLE 706.4 NOTE A. =: APARTMENT BLDG AREA MODIFICATION CALCS (FBC-B 506.2) BUILDING TYPE FRONTAGE INCREASE ALLOWABLE AREA PROVIDED \ BUILDING W = 30 If = [474'-11"/613'-2" - 0.25] 30/30 12,000 SF (TABLE 503) F = 474'-11" If = [0.77-0.25] 1 +[12,000 X 0.52] P = 613'-2" If = 0.52 18,240 SF 13,429 SF o BUILDING If W = 30 If = [779'-11"/843'-1" - 0.25] 30/30 12,000 SF (TABLE 503) CLUBHOUSE PLUMBING FIXTURE CALCS (FBC-P 403.1 & 403.8) F = 779'-11" If = [0.92-0.25] 1 +[12,000 X 0.67] TOTAL OCCUPANTS 142 OCCUPANTS P = 843'-1" If = 0.67 20,040 SF 18,940 SF ASSUMED 50% MEN 71 OCCUPANTS ASSUMED 50% WOMEN 71 OCCUPANTS POOL SIZE = < 2,500 SF ■ APT. OCCUPANCY & MEANS OF EGRESS (FBC-B CHAPTER 10) REQUIRED OCCUPANCY LOAD (S.F. / OCC.) GROUP FLOOR AREA PER RESIDENTIAL UNITS R-2 200 S.F./ OCC. OCCUPANT + PER POOL = TOTAL TOTAL M'EN'S LOAD SIZE REQUIRED PROVIDED TRAVEL DISTANCE ALLOWED PROVIDED WC (1 PER 125) 1 1 2 1 WITHIN DWELLING UNITS 75'-0" 48'-0" LAVATORIES (1 PER 200) 1 1 2 2 UNIT ENTRY TO OUTSIDE OF BLDG. 200'-0" 188'-0" URINAL 0 1 1 2 EXITING REQUIREMENTS REQUIRED PROVIDED WOMEN'S NUMBER OF EXITS 2 EXITS 2 / 3' EXITS WC (1 PER 65) 2 1 3 3 STAIR LAVATORIES (1 PER 200) 1 1 2 2 WIDTH 44" (MIN) 44" RISE 7" (MAX) 6 3/4" SERVICE SINK 1 0 1 1 RUN 11" (MIN) 11" DRINKING FTN (1 PER 500) 1 0 2 2 (HI/LOW) LANDING 44" (MIN) 44" HEADROOM 80" >80" TRASH COMPACTOR ENCLOSURE CODE COMPLIANCE HANDRAIL DIAMETER 1.25"-2" (MAX) 1.5" OCCUPANCY TYPE U UTILITY HANDRAIL PROJECTION FROM WALL 1.5" (NFPA) 1.5" CONSTRUCTION TYPE TYPE V-B, UNSPRINKLERED APARTMENT INTERIOR FINISHES (FBC-C TABLE 803.9) AREA & HEIGHT LIMITATION (FBC-B TABLE 503): REQUIRED/ALLOWED PROPOSED VERTICAL EXIT & PASSAGE WAY = C MAX HEIGHT 40' 91-411 EXIT ACCESS = C MAX NUMBER OF STORIES 1 STORIES 1 STORIES ROOM & ENCLOSED SPACES = C MAXIMUM AREA PER FLOOR 5,500 S.F. 897 S.F. FIRE PROTECTION (FBC-B TABLE 601 & 602): STRUCTURAL FRAME 0 HR 0 HR EXTERIOR BEARING WALLS' 0 HR 0 HR INTERIOR BEARING WALLS 0 HR 0 HR INTERIOR NON -BEARING WALLS 0 HR 0 HR EXTERIOR NON -BEARING WALLS 0 HR 0 HR FLOOR CONSTRUCTION 0 HR 0 HR ROOF CONSTRUCTION 0 HIR 0 HR UNIT 131: 2 BED / 2 BATH UNIT B4-UFAS: 2 BED / 2 BATH UNIT Cl: 3 BED / 2 BATH ■ BUILDING AREA TABLE UNIT B2: 2 BED / 2 BATH UNIT B5-UFAS: 2 BED / 2 BATH UNIT 133: 2 BED / 2 BATH UNIT B6-UFAS: 2 BED / 2BATH UNIT C2: 3 BED / 2 BATH BUILDING II (56 UNITS) (8) A3 -1 BED l 1 BATH (16) B1 - 2 BED / 2 BATH (8) B2 - 2 BED / 2 BATH (12) B3 - 2 BED 12 BATH (11) C1 - 3 BED 12 BATH (1) C2-UFAS - 3 BED / 2 BATH BUILDING I BUILDING II CLUBHOUSE # UNITS / BLDG. 40 56 0 BUILDING AREA (SF) BUILDING AREA (SF) BUILDING AREA (SF) BLDG. FLOORS A/C AREA NON -A/C AREA TOTAL A/C AREA NON -A/C AREA TOTAL A/C AREA NON -A/C AREA TOTAL 1ST FLOOR AREAS 10,595 2,834 13,429 15,417 3,523 48,940 4,553 1,188 5,741 2ND FLOOR AREAS 10,595 1,879 12,474 15,417 3,034 18,451 0 0 0 3RD FLOOR AREAS 10,595 1,879 12,474 15,417 3,034 18,451 0 0 0 4TH FLOOR AREAS 10,595 1,879 12,474 15,417 3,034 18,451 0 0 0 TOTALS 42,380 8,471 50,851 61,668 12,625 74,293 4,553 1,188 5,741 # OF BUILDINGS 1 1 1 TOTAL AREA 50,851 74,293 5,741 PROJECT TOTAL 130,885 BUILDING I (40 UNITS) (7) Al-1 BED / 1 BATH (1) A2-UFAS -1 BED / 1 BATH (7) B1 - 2 BED / 2 BATH (11)B2-2 BED/2 BATH (3) B3 - 2 BED / 2 BATH (1) B4-UFAS - 2 BED / 2 BATH (1) B5-UFAS - 2 BED / 2 BATH (1) B5-UFAS - 2 BED / 2 BATH (8) C1 - 3 BED / 2 BATH 1�7�Z�J►'.I ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE 11INTERIORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com °°° °°° °°° °°° O 13 °° BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments o ZeDhvrhills. FL 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Apartments Code Compliance & Matrix A1.02 M N L0 0 N 00 0 LO 0 0 a - ABBREVIATION LEGEND 0 SOUND TRANSMISSION CLASS E DECAY & TERMITE PROTECTION ■ GENERAL DATA AC AFF AHJ AHU ALT ALUM APT BALC BFF BLDG BLKG BM BR BRG BRZWY BTM CAB CALC CER CFM CFS CIP CJ CL CLG CLOS CLR CMU COL CONC COND CONT CORR CID CPT CT CW D DIA DIM DN DIN DP DR DS DTL DW DWG EA ELEC ELEV ENG EOS EQ EQU1V EWC EXP EXT EXTG FACP FB FBC FD FE FF FIN FJS FLR FM FOM FP FPM FR FRCP FRP FT FTG FND FOB FOS GA GALV GAR GC GLS GLZ GYPBD HC HB HDR HDW HORIZ HR HT HVAC IBC ID IN INST INSUL INT JB JST JT Air Conditioned(er) Above Finish Floor Authority Having Jurisdiction Air Handler Unit Alternate Aluminum Apartment Balcony Below Finish Floor Building Blocking Beam Bedroom Bearing Breezeway Bottom Cabinet Calculation Ceramic Cubic Feet Per Minute Clear Floor Space Cast In Place Control Joint Center Line Ceiling Closet Clear Concrete Masonry Unit Column Concrete Condenser / Condensate Continuous Corridor Cement Plaster Carpet Ceramic Tile Cold Water Dryer Diameter Dimension Down Dining Deep Door Down Spout Detail Dishwasher Drawing Each Electric (al) Elevation Engineer(ed) Edge of Slab Equal Equivalent Electric Water Cooler Expansion Exterior Existing Fire Alarm Control Panel Fire Blocking Florida Building Code Floor Drain Finish Elevation Finished Floor Finish(ed) Finger Jointed Studs Floor Field Measure Face of Masonry / Concrete Fire Protection Feet Per Minute Fire Rated Fiber Reinforced Cement Plaster Fiber Reinforced Panel Foot / Feet Footing Foundation Face of Beam Face of Stud Gauge Galvanized Garage General Contractor Glass Glazing Gypsum Board Hollow Core Hose Bibb Header Hardware Horizontal Hour Height Heating, Venting & AC International Building Code Interior Design Inch / iaches Installation Insulation (ed) Interior Junction Box Joist Joint KDAT Kiln Dried After Treatment KIT Kitchen LAM Laminate LAV Lavatory LF Linear Feet LIN Linen LR Living Room LT Light MAX Maximum MECH Mechanical MEM Membrane MEP Mechanical, Electrical, Plumbing MFR Manufacturer (ed) MIN Minimum MIR Mirror MISC Miscellaneous MPH Miles Per Hour MR Moisture Resistant MTD Mounted MTL Metal NUM/# Number NOM Nominal NRC Noise Reduction Class NTS Not To Scale OC On Center OCC Occupancy / Occupant OFW Outside Face of Wall OSB Oriented Strand Board PAN Pantry PKG Package PLAM Plastic Laminate PLB Plumb PLMG Plumbing PLF Pounds Per Linear Foot PLYWD Plywood PRE-ENG Pre-engineered PSF Pounds Per Square Foot PSI Pounds Per Square Inch P-T Post Tension PT Pressure Treated Wood PTAC Package Terminal AC PTD Painted PVC Poly Vinyl Chloride QT Quarry Tile RAD Radius RCP Reflected Ceiling Plan REF Reference REFRIG Refrigerator REINF Reinforce(edling) REQD Required RM Room RO Rough Opening IRS Rough Sawn RSC Rough Sawn Cedar SAN Sanitary SC Solid Core SCH Schedule SEP Separation SF Square Feet SGD Sliding Glass Door SHT Sheet SHTG Sheathing SIM Similar SOG Slab On Grade SP Spring Point SPEC Specifications SPF Spruce -Pine -Fur SQ Square SS Stainless Steel STC Sound Transmission Class STD Standard STL Steel STO Storage SW Shear Wall SYM Symmetrical SYP Southern Yellow Pine T&B Top & Bottom T&G Tongue & Groove TB Towel Bar TEMP Tempered THK Thick TPD Toilet Paper Dispenser TPH Toilet Paper Holder T.O. Top of TOS Top of Slab TOFD Top of Floor Deck TS Tube Steel TYP Typical UL Underwriters Laboratory UNO Unless Noted Otherwise VC Vinyl Covered VCT Vinyl Composite Tile VER Verify VERT Vertical VLT Vault VWC Vinyl Wall Covering W Washer W/ With W/D Washer/Dryer Combination W/0 Without WC Water Closet WD Wood WDW Window WIC Walk In Closet WH Water Heater 1. COMPLY WITH BUILDING CODE FOR SOUND TRANSMISSION CONTROL REQUIREMENTS. UNLESS OTHERWISE INDICATED, MAINTAIN RATINGS OF AT LEAST 50 STC AND 50 IIC BETWEEN DWELLING UNITS AND BETWEEN DWELLING UNITS AND COMMON SPACES. PENETRATIONS, EDGES, AND JOINTS MUST BE TREATED TO MAINTAIN REQUIRED RATINGS. 0 CABINETS & COUNTERTOPS 1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE THAN 1". 2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. UPPER CABINETS TO BE 12" DEEP. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. 3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS. 4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT. 5. ALL WALLS / PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS AT 16" O.C. MAX. OR 2 X 6 STUDS AT 24" O.C. MAX., UNO. 6. ECO-FRIENDLY CABINETS - FORMALDEHYDE FREE, MATERIAL CERTIFIED BY THE FOREST STEWARDSHIP COUNCIL GYPSUM BOARD 1. ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE 1/2" MINIMUM REGULAR GYPSUM BOARD, UNO. 2. ALL INTERIOR FIRE -RATED WALL CONSTRUCTION TO HAVE 5/8" FIRE -RATED GYPSUM BOARD, UNO. 3. GYPSUM BOARD INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, ATTACHMENT, TAPING, FINISHING AND STUD SPACING. PROVIDE TEXTURE FINISH AS SPECIFIED OR DIRECTED BY THE INTERIOR DESIGNER, IF APPLICABLE, AND APPROVED BY THE OWNER. 4. GYPSUM BOARD USED IN A FIRE RATED ASSEMBLY SHALL CONFORM EXACTLY TO THE REQUIREMENTS OF THE ASSEMBLY LISTED. 5. PROVIDE WATER-RESISTANT GYPSUM TILE BACKER BOARD BEHIND ALL CERAMIC TILE IN TUBS AND SHOWERS. AS AN ALTERNATE, PROVIDE CEM ENTITIOUS OR GLASS -MAT GYPSUM WATER-RESISTANT TILE BACKER BOARD BEHIND ALL CERAMIC TILE IN TUBS AND SHOWERS, 6. ALL GYPSUM BOARD USED IN NON -CONDITIONED AND/OR EXTERIOR CONDITIONS TO BE EXTERIOR GRADE GYPSUM SHEATHING BOARD, 5/8" THICK, UNO. AS AN ALTERNATE TO STANDARD GYPSUM SHEATHING, THE CONTRACTOR MAY INSTALL A GLASS -MAT GYPSUM SHEATHING PRODUCT. PROVIDE FIRE -RATED EXTERIOR GRADE GYPSUM SHEATHING BOARD AS REQUIRED FOR FIRE -RATED ASSEMBLIES. ■ SYMBOLS LEGEND q CENTERLINE OF BUILDING/OBJECT Q OND NUMBERED DOOR SYMBOLS 01-01, ELEVATION TARGET, INDICATES HGT AFF KEY NOTE WITH LEADER INDICATOR 0 REVISION DELTA R - TITLE MARKER 0 LETTERED WINDOW SYMBOL COMPLETE SECTION: x DETAIL NUMBER x LOCATION & DIRECTION OF CUT NOTESHEET ON WHICH DETAIL APPEARS PARTIAL SECTION: x DETAIL NUMBER x LOCATION & DIRECTION OF CUT NOTESHEET ON WHICH DETAIL APPEARS A ELEVATION: x DETAIL NUMBER Ax.xx SHEET ON WHICH DETAIL APPEARS DETAIL DIVISION WALL ASSEMBLY TAG: DESIGNATION 1. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION PROTECTION AGAINST SUBTERRANEAN TERMITES APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE PRIMARY STRUCTURE SIDEWALLS AS REQUIRED BY THE APPLICABLE BUILDING CODE. 2. THE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS REQUIRED BY ALL APPLICABLE CODES. TERMITE PROTECTION SHALL BE INSTALLED BY A LICENSED PEST CONTROL COMPANY PER THE TERMITICIDE MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE. 3. THE TERMITE PROTECTION SHALL BE PROVIDED BY USING REGISTERED TERMITICIDES, THE TREATMENT SHALL COMPLY WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE. 4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED AND POSTED AS REQUIRED BY CODE OR BY THE AHJ. IF REQUIRED BY THE AHJ, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE AHJ BY A LICENSED PEST CONTROL COMPANY. 5. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'4" AWAY FROM BUILDING SIDEWALLS, UNO. 6. ALL WOOD FRAMING MEMBER AND FURRING STRIPS IN CONTACT WITH OR ATTACHED DIRECTLY TO MASONRY OR CONCRETE SHALL BE OF APPROVED PRESERVATIVE TREATED (PT) WOOD AND ALL FASTENERS AND ANCHORS TO BE COMPATIBLE. T PROVIDE CODE REQUIRED CLEARANCE AT EXTERIOR WALL BETWEEN WALL COVERING AND FINAL GRADE FOR TERMITE INSPECTION. BUILDING ADDRESS 1. BUILDING ADDRESS OR NUMBERS, AS APPROVED BY THE AHJ, SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE ADDRESS OR NUMBER IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. BUILDING ADDRESSES SHALL BE DETERMINED BY THE AHJ AND APPROVED BY THE OWNER. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION REQUIREMENTS WITH AHJ. FIRE EXTINGUISHERS 1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN NFPA 10. PORTABLE FIRE EXTINGUISHER SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS OR MINIMUM OF (1) FIRE EXTINGUISHER PER BREEZEWAY, CORRIDOR, GENERAL BUILDING AREA, OR AS OTHERWISE REQUIRED BY THE AHJ. FIRE EXTINGUISHERS SHALL BE LOCATED (1) PER FLOOR, WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY THE AHJ, EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. 2. WHERE REQUIRED OR AS INDICATED ON THE DRAWINGS, PROVIDE PORTABLE FIRE EXTINGUISHERS IN EACH INDIVIDUAL RESIDENTIAL DWELLING UNIT AS RECOMMENDED BY NFPA 10 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 AHJ. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. FIRE PROTECTION 1. BUILDINGS SHALL BE PROVIDED WITH A FIRE SPRINKLER SYSTEM AS REQUIRED BY THE BUILDING CODE, DESIGNED AND INSTALLED TO COMPLY WITH THE APPLICABLE NFPA STANDARD. 2. THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE "ENGINEER OF RECORD" FOR THE FIRE PROTECTION SYSTEM AND SHALL PREPARE COMPLETE AND FINAL FIRE PROTECTION DESIGN DOCUMENTS WITH HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS REQUIRED AND DEFINED BY THE AHJ AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL, THE CONTRACTOR SHALL SUBMIT SIGNED/SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL. PAINTING 1. REFER TO, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY INTERIOR DESIGNER AND/OR OWNER, WHEN APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH TEXTURES, AND OTHER REQUIREMENTS. 2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A COLOR TO MATCH THE ADJACENT SURFACE, UNO. 3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR STUDY ELEVATIONS. 4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING. 5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. LOW OR NO-VOC PAINT FOR ALL INTERIOR WALLS (LOW-VOC MEANS 50 GRAMS PER LITER OR LESS FOR FLAT;150 GRAMS PER LITER OR LESS FOR NON -FLAT PAINT.) M INSULATION 1. INSULATION SHALL COMPLY WITH THE BUILDING CODE. PROVIDE INSULATING MATERIALS WHICH COMPLY WITH REQUIREMENTS INDICATED INCLUDING R-VALUES AND THAT MEET OR EXCEED THE REQUIREMENTS OF THE STATE ENERGY EFFICIENCY CODE. 2. INSTALL INSULATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED. 3. CONCEALED INSTALLATIONS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR WORK WITH OTHER TRADES. DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURERS WRITTEN REQUIREMENTS, QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE, CMU, WOOD/METAL STUD, ETC.), AND TO CENTERLINE OF OPENINGS, UNO. 8, IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO THE AHJ. 9. 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. 10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF RANDOM OBSERVATIONS ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND AS REQUIRED BY THE AHJ. 11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT MANUAL SPECIFICATIONS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE AHJ. SITE WORK & FOUNDATION 1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS .ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 2. 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. 3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND ALL INFORMATION RELATED TO THE PROJECTS ON -SITE DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE. 4. REFER TO LANDSCAPE ARCHITECT'S AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 5. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, UNO. WEATHER/WATER INTRUSION PREVENTION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS REQUIRED TO PREVENT WATER INTRUSION, INCLUDING BUT NOT LIMITED TO; FLASHINGS, WEATHERIWATER-RESISTIVE BARRIERS (BUILDING WRAP), SELF -ADHERING MEMBRANES, AND SEALANTS AS INDICATED ON THE DRAWINGS OR AS OTHERWISE REQUIRED IF NOT INDICATED. 2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE PROPERLY SEALED. 3FORUME m 0 ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCMECTURE I INIERIORDESIGN N 0 0 C 0 U 0 E `0 N C 0 .N N c 0 U 0 a C c 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 00o ana ano no 13 0 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 James B. AR001 ` SET DI A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Apartments General Notes, Abbreviations & Symbols Al .03 M MASONRY WA[-[- ASSEMBLIES TYP. @ ELEVATOR HOISTWAY @ UNITS 2 HOUR RATED .... ..... 8" 2 HR CMU PER STRUCTURAL UNDERWRITER'S 11/2" METAL HAT FURRING CHANNELS AT 16" OC LABORATORY CONTINUOUS RADIANT FOIL R-7 INSULATION DESIGN U905 1/2" GYP BD ELEVTaLUNIT TYP. TENANT WALL @ UNITS < > 1HOUR RATED 1/2" GYP BD 1 1/2" METAL HAT FURRING CHANNELS AT 16" OC FBC TABLE 721.3.2 = 8" 1 HR CMU PER STRUCTURAL 11/2" METAL HAT FURRING CHANNELS AT 16" OC 1/2" GYP BD TYP. EXTERIOR WALL @ BREEZEWAY 1HOUR EXT FINISH PER ELEVATION: (OPTION A, B, or C) RATED id, A. FIBER CEMENT SIDING OVER BUILDING WRAP B. STONE VENEER ADHERED TO MORTAR SETTING BED (VENEERSTONE AUSTIN FBC TABLE 721.3.2 STONE OR SIMILAR, COLOR PER OWNER) 8" 1 HR CMU PER STRUCTURAL 5/8" MIN DIRECT APPLY CEMENT PLASTER FINISH EXT. BRZWY TYP. @ EXTERIOR WALLS @ CLUBHOUSE EXT FINISH PER ELEVATION: (OPTION A, B, or C) NON RATED A. FIBER CEMENT SIDING OVER BUILDING WRAP B. 5/8" DIRECT -APPLIED CEMENT PLASTER FINISH C. STONE VENEER ADHERED TO MORTAR SETTING BED (VENEERSTONE AUSTIN STONE OR SIMILAR, COLOR PER OWNER) z- 2x PT FURRING @16" OC FLOOR / CEILING ASSEMBLIES TYP. @ BALCONY FLOORS > 1 HOUR 3/4" MIN TO 2" MAX THICKNESS FLOOR TOPPING MIXTURE RATED 6" HOLLOW CORE PRECAST CONCRETE PLANK PER STRUCTURAL 5/8" MIN. DIRECT APPLY CEMENT PLASTER FINISH UNDERWRITERS r LABORATORY DESIGN J901 TYP. @ BREEZEWAY FLOORS > 1HOUR 3/4" MIN TO 2" MAX THICKNESS FLOOR TOPPING MIXTURE RATED 10" HOLLOW CORE PRECAST CONCRETE PLANK PER STRUCTURAL o 1 1/2" METAL HAT FURRING CHANNELS AT 16" OC UNDERWRITER'S 1/2" GYPSUM BOARD LABORATORY DESIGN J901 MASONRY WALL ASSEMBLIES TYP. @ EXTERIOR WALLS WM-< > EXT FINISH PER ELEVATION: (OPTION A, B, or C) A. FIBER CEMENT SIDING OVER BUILDING WRAP 1HOUR B. 5/8" DIRECT -APPLIED CEMENT PLASTER FINSIH RATED C. STONE VENEER ADHERED TO MORTAR SETTING BED (VENEERSTONE AUSTIN STONE OR SIMILAR, COLOR PER OWNER) FBC TABLE 721.3.2 ----CONTINUOUS 2x PT FURRING @16" OC RADIANT FOIL R-7 INSULATION 8" 1 HR CMU PER STRUCTURAL 1 1/2" METAL HAT FURRING CHANNELS AT 16" OC EXT. f-lN—T--- (1) LAYER 1/2" GYPSUM BOARD (OMIT CEMENT PLASTER AT SERVICE ROOMS AND PROVIDE PAINT OVER STRUCK BLOCK) TYP. @ EXTERIOR WALLS @ SERVICE ROOMS & CLOSETS 1HOUR RATED 5/8" MIN DIRECT APPLY CEMENT PLASTER FINISH FBC TABLE 721.3.2 8" 1 HR CMU PER STRUCTURAL PAINT OVER STRUCK BLOCK EXT. INT. d ROOF CEILING ASSEMBLIES TYP. AT UNITS BREEZEWAY 1 HOUR RATED TPO ROOF MEMBRANE R30 POLYISOCYANU RATE INSULATION UNDERWRITER'S 5/8" EXTERIOR GRADE PLYWOOD SHEATHING LABORATORY UNVENTED WOOD ROOF TRUSSES @ 24" OC MAX (SLOPE TOP CHORD 1/4" PER FT MIN) DESIGN P522 ATTIC RESILIENT CHANNELS @ 16" OC MAX, PERPENDICULAR TO TRUSSES (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD TYP. @ CLUBHOUSE NON RATED STANDING SEAM METAL ROOF 1/2" EXT. GRADE PLYWOOD SHEATHING R -30 BLOWN INSULATION (1) LAYER 5/8" GYPSUM BOARD TYP. @ BREEZEWAY & NON -CONDITIONED SPACES NON RATED STANDING SEAM METAL ROOF 1/2" EXT. GRADE PLYWOOD SHEATHING ROOF TRUSSES @ 24" OC MAX (1) LAYER 5" - EXT. GRADE GYPSUM BOARD TYP. @ RATED BREEZEWAY & NON -CONDITIONED SPACES I HOUR STANDING STEAM ROOF RATED 1/2" EXT. GRADE PLYWOOD SHEATHING ROOF TRUSSES @ 24" OC MAX UNDERWRITER'S RESILIENT CHANNELS @ 12" OC MAX, PERPENDICULAR TO TRUSSES LABORATORY (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD DESIGN P522 TYP. @ ELEVATOR HOISTWAY LID TPO MEMBRANE 2HOUR ---------- R30 POLYSOCYANURATE INSULATION ...... ...... ... .. ............ .................... RATED NOMINAL 3/4" PLYWOOD SHEATHING 2X8 WOOD JOISTS @ 24" OC MAX (3) LAYERS 5/8" FIRE -RATED GYPSUM BOARD GYPSUM ASSOCIATION HAT CHANNELS @ MAX, 24" OC, PERPENDICULAR TO JOISTS (GA# FC5725) (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD TYP. @ STAIR LID TPO MEMBRANE 1HOUR R30 POLYSOCYANURATE INSULATION RATED 5/8"EXT ERIO;GRADEE PLYWOOD SHEAT HING 2X1 0 WOOD JOISTS @ 24" OC GYPSUM ASSOCIATION (GA# FC5406) (2) LAYERS 5/8" EXT GRADE FIRE RATED GYPSUM BOARD TYP. @ RATED BREEZEWAY & CONDITIONED SPACES <e> 1 HOUR STANDING STEAM ROOF RATED 1/2" EXT. GRADE PLYWOOD SHEATHING ROOF TRUSSES @ 24" OC MAX UNDERWRITER'S R-30 BLOWN INSULATION LABORATORY RESILIENT CHANNELS @ 12" OC MAX, PERPENDICULAR TO TRUSSES DESIGN P522 (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD FLOOR / CEILING ASSEMBLIES TYP. @ UNIT FLOORS 1HOUR 3/4" MIN TO 2" MAX THICKNESS FLOOR TOPPING MIXTURE RATED = 10" HOLLOW CORE PRECAST CONCRETE PLANK PER STRUCTURAL 1 1/2" METAL HAT FURRING CHANNELS AT 16" OC 01 UNDERWRITER'S LABORATORY DESIGN J901 1/2" GYPSUM BOARD <1 C\- 12- TYP. @ UNIT FLOORS WITH FURR-DOWN 1HOUR 3/4" MIN TO 2" MAX THICKNESS FLOOR TOPPING MIXTURE RATED 10" HOLLOW CORE PRECAST CONCRETE PLANK PER STRUCTURAL LIGHT GAUGE METAL STUD FRAMING @ 16" O.C. MAX., REFER TO PLANS UNDERWRITER'S FOR FURR-DOWN LOCATIONS LABORATORY DESIGN J901 1/2" GYPSUM BOARD FORUME ARCHITECTURE & CL .-7 INTERIOR DESIGN, INC. U PLANNING I ARCHITECTURE I INTMORIDESIGN 745 orienta avenue, suite 1121 0 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 r1a aummerset Apartments Zephyrhills, FL ��— 91224 tk es B. Z001 I SET A SHEET REVISIONS: i EDITED BY: PROJECT NO. 14-2984 Apartments ; Construction Assemblies FRAME WALL ASSEMBLIES FRAME WALL ASSEMBLIES TYP. @ RATED STANDPIPE ENCLOSURE - FINISH ONE SIDE 1 HOUR RATED CALCULATED ASSEMBLY PER FBG 721.6.2 5/8" FIRE -RATED GYPSUM BOARD 11 RI r u C e WOOD STUDS @ 16 O.C. MAX. REFER TO STRUCTURAL MATERIAL RATING (MINUTES) WE 2x4 WOOD STUDS @ 16" O.C. 20 1 LAYER 5/8" FIRE RATED GYPSUM WALLBOARD 40 TOTAL TIME 60 FIRE -RATED GYPSUM BOARD CONTINUOUS ON RATED WALL TYP. @ TENANT SEPARATION <6> 1 HOUR 7 77777V- 5/811 FIRE RATED GYP. BD. (EXT. GRADE AT UNCONDITIONED SPACE) RATED (2) LAYERS R-11 KRAFT FACED BATT INSULATION. AT INTERVALS NOT EXCEEDING 10 FEET HORIZONTALLY, SECURELY INSTALL INSULATION ACROSS CAVITY TO OPP. UNDERWRITER'S WALL TO PROVIDE FIREBLOCKING IN CONCEALED SPACES LABORATORY I 3 5/8'° 25 GA. LIGHT GAUGE METAL STUD FRAMING AT 24" O.C. MAX. DESIGN W425 ' 3 5/8" 25 GA. LIGHT GAUGE METAL STUD FRAMING AT 24"O.C. MAX. i I 5/8" FIRE RATED GYP. BD. (EXT. GRADE AT UNCONDITIONED SPACE) STC 51 PER NGC 2003006 - 2 1 /4" 91/2" TYP. @ TENANT SEPARATION @ GARAGE AND STORAGE UNITS WF-2 1 HOUR RATED (1) LAYER 5/$'° FIRE RATED GYPSUM BOARD UNDERWRITER'S 43 5/8" LIGHT GAUGE METAL STUD FRAMING AT 24" O.C. MAX. LABORATORY (1) LAYER 5/8" FIRE RATED GYPSUM BOARD DESIGN U465 TYP. @ INTERIOR PARTITIONS WF-3 NON RATED C .. t 1. (1) LAYER 1/2" GYPSUM BOARD I 2. 3 5/8" OR 6" (PER PLANS) LIGHT GAUGE METAL STUD FRAMING AT 24" O.C., U.N.O. 3. (1) LAYER 1/2" GYPSUM BOARD 4. R-13 BATT INSULATION BETWEEN CONDITIONED AND UNCONDITIONED SPACES (LIGHT GAUGE METAL STUD SPACING AT SHOWER TILE WALLS TO BE PER GYP BD MANUFACTURER) TYP. DRAFT STOPPING @ ATTIC WF-4 NON RATED 1. (1) LAYER 7/16" OSB ON ONE SIDE, U.N.O. DRAFTSTOP 2. WOOD TRUSS W/ VERTICAL MEMBERS @ 24„ O.C. MAX. eTYP. @ INTERIOR FURR-OUTS NONRATED 1. (1) LAYER 1/2" GYPSUM BOARD 2. 3 5/8" OR 6" (PER PLANS) LIGHT GAUGE METAL STUD FRAMING AT 24" O.C., LINO I TYP. CHASE WALL WF-6 2 HOUR RATED 1" GYPSUM LINER PANEL SHAFT 2112" C-H LIGHT GAUGE IETAIL S I UDC AT 24" OC MAX UNDERWRITER'S''----- (2) LAYERS 5/8'° FIRE -RATED GYP BD LABORATORY DESIGN U438 TYP. @ EXT. SOFFIT - FINISH ONE SIDE tF-? NON -RATED 1. 7/8" MIN CEMENT PLASTER FINISH 2. WEATHER RESISTIVE BARRIER 3. 1/2" EXT. GRADE PLYWOOD SHEATHING 4. 3 5/8" OR 6" (PER PLANS) LIGHT GAUGE METAL STUD FRAMING AT 24" O.C., UNO I s EXT. ENT. 2 HR CORRIDOR WALL WF-8 2 HOUR RATED (2) LAYERS 5/8" FIRE RATED GYP. BD. UNDERWRITER'S 3 5/8" OR 6" LIGHT GAUGE METAL STUD FRAMING AT 16" O.C. U.N.O. LABORATORY (2) LAYERS 5/8" FIRE RATED GYP. BD. DESIGN U419 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHRECTURE I KM:aORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ono 000 000 non p BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL A SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Apartments Construction Assemblies Plan Detail At Tenant Wall Intersection w/ Non -Rated Wall 111= 1'-011 i Al .05 co Q 0 0) M 0) co d' O CV M C O N r c 1 �j FORUME ARCHITECTURE & INTERIOR DESIGN, INC. NIN G I ARCHREMRE I MMORi7ESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com nno onn nog a'oo o ❑ , uo BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments e, It - SHEET REVISIONS: S EDITED BY: Jc u 0 PROJECT NO. 14-2984 �3 FGBC Green Building Requirements i 1-0 06 i 5 I DWELLING UNIT TO BREEZEWAY 1 HOUR DWELLING UNIT TO DWELLING UNIT 1 HOUR ELEVATOR HOISTWAY 2 HOURS BUILDING SEPARATION FIRE WALL 2 HOURS 1 ARCHITECTURE & 0 SHEET NOTES A RATINGS SHOWN ARE FOR SEPARATION ONLY. REFER TO SHEETS A1.04 & A1.05 FOR STRUCTURAL RATINGS. B SEE FIRE PROTECTION DRAWINGS FOR STANDPIPE DETAILS. COORDINATE LOCATIONS WITH ARCHITECTURAL PLANS. C SEE FIRE PROTECTION DRAWINGS FOR IDENTIFICATION OF SPRINKLER AREAS & SPRINKLER SYSTEM TYPE. D SEPARATE E PERMITS SHALL BE REQUIRED FOR THE FIRE ALARM SYSTEM, FIRE SPRINKLER SYSTEM & FIRE SUPPRESSION SYSTEM. E REFER TO ELECTRICAL DRAWINGS FOR EXIT AND EMERGENCY LIGHT LOCATIONS. ® EGRESS REQUIREMENTS FFPC/NFPA/FBC MAXIMUM TRAVEL DISTANCE BUILDING - SPRINKLERED NFPA 13R 200'-0" (REMOTE CORNER OF ROOM TO NEAREST STAIR) LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL DESIGNATES 2 HR FIRE RATING FOR ADJACENT WALL rI E SEMI -RECESSED FIRE EXTINGUISHER IN CABINET, REFER TO GEN. NOTES FLOOR OCCUPANCY (GROSS UNIT / 120 SQUARE FOOTAGE) USING STAIRS (TOTAL / NUMBER OF STAIRS) —STARTING POINT �D=12LO-__ TOTAL DISTANCE TO GRADE LEVEL/EXIT PATH OF TRAVEL FIRE RATING CONTINUITY AT ROOF TRUSS. 10' MIN. FROM FIRE WALL. REFER TO DETAILS ON SHEET A7.16. UNITS OCCUPANTS DISTANCE WITHIN UNIT TO EGRESS DOOR Al 4 34 LF. A2 UFAS 4 35 LF. A3 4 39 LF. 131 6 45 LF. B2 6 45 LF. B3 6 45 LF. B4 6 45 LF. B5 6 45 LF. B6 6 45 LF. C1 7 48 LF. C2 UFAS 7 39 LF. KEY PLAN M 0 N co 0 LO o. INTERIOR DESIGN, INC. PLANNING I ARCHrrECTURE I INTERIORDESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com nos nnn no ®nn o® BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 0 SHEET REVISIONS: EDITED BY: KG Building 1 & Clubhouse First Floor Life Safety Plan A1.1 1 OCCUPANCY SEPARATION FORUME U co N N UY r 0 N co LO 0 0 a Buildn 11 - First Floor Life Safe 3/32" = 1'-0" DWELLING UNIT TO BREEZEWAY 1 HOUR DWELLING UNIT TO DWELLING UNIT 1 HOUR ELEVATOR. HOISTWAY 2. HOURS. BUILDING SEPARATION FIRE WALL 2 HOURS E SHEET NOTES A RATINGS SHOWN ARE FOR SEPARATION ONLY. REFER TO SHEETS A1.04 & A1.05 FOR STRUCTURAL RATINGS. B SEE FIRE PROTECTION DRAWINGS FOR STANDPIPE DETAILS. COORDINATE LOCATIONS WITH ARCHITECTURAL PLANS. C SEE FIRE PROTECTION DRAWINGS FOR IDENTIFICATION OF SPRINKLER AREAS & SPRINKLER SYSTEM TYPE. D SEPARATE PERMITS SHALL BE REQUIRED FOR THE FIRE ALARM SYSTEM, FIRE SPRINKLER SYSTEM & FIRE SUPPRESSION SYSTEM. ® EGRESS REQUIREMENTS FFPC/NFPA/FBC MAXIMUM TRAVEL DISTANCE BUILDING - SPRINKLERED NFPA 13R 200'-0" (REMOTE CORNER OF ROOM TO NEAREST STAIR) ®LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL DESIGNATES 2 HR FIRE RATING FOR 2 ADJACENT WALL SEMI -RECESSED FIRE EXTINGUISHER FE IN CABINET, REFER TO GEN. NOTES FLOOR OCCUPANCY (GROSS UNIT QSQUARE FOOTAGE) USING STAIRS (TOTAL / NUMBER OF STAIRS) STARTING POINT D=120' TOTAL DISTANCE TO GRADE LEVEL/EXIT PATH OF TRAVEL FIRE RATING CONTINUITY AT ROOF TRUSS. 10' MIN. FROM FIRE WALL. REFER TO DETAILS ON SHEET A7.16 ® UNIT EGRESS UNITS OCCUPANTS DISTANCE WITHIN UNIT TO EGRESS DOOR Al 4 34 LF. A2 UFAS 4 35 LF. A3 4 39 LF. B 1 6 45 LF. B2 6 45 LF. B3 6 45 LF. B4 6 45 LF. B5 6 45 LF. B6 6 45 LF. C1 7 48 LF. C2 UFAS 7 39 LF. U Z 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com oo'o aoo Dun 0o 0 0 T D_ " E 00 N EF" I , C"'I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/201 A SHEET REVISIONS: EDITED BY`. KG PROJECT NO. 14-2984 i First Floor Life Safety Plan Al. 12 N 17 N U cn N N IO T Q N co O LO 0 Buildinq I - Fourth Floor Life Safety Plan OCCUPANCY SEPARATION DWELLING UNIT TO BREEZEWAY 1 HOUR DWELLING UNIT TO DWELLING UNIT 1 HOUR ELEVATOR HOISTWAY 2 HOURS BUILDING SEPARATION FIRE WALL 2 HOURS SHEET NOTES A RATINGS SHOWN ARE FOR SEPARATION ONLY. REFER TO SHEETS A1.04 & A1.05 FOR STRUCTURAL RATINGS. B SEE FIRE PROTECTION DRAWINGS FOR STANDPIPE DETAILS. COORDINATE LOCATIONS WITH ARCHITECTURAL PLANS. C SEE FIRE PROTECTION DRAWINGS FOR IDENTIFICATION OF SPRINKLER AREAS & SPRINKLER SYSTEM TYPE. D SEPARATE PERMITS SHALL BE REQUIRED FOR THE FIRE ALARM SYSTEM', FIRE SPRINKLER SYSTEM & FIRE SUPPRESSION SYSTEM. E REFER TO ELECTRICAL DRAWINGS FOR EXIT AND EMERGENCY LIGHT LOCATIONS. EGRESS RE UIREMENTS FFPClNFPAfFBC MAXIMUM: TRAVEL DISTANCE BUILDING - SPRINKLERED NFPA 13R 200'-0" (REMOTE CORNER OF ROOM TO NEAREST STAIR) LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL a DESIGNATES 2 HR FIRE RATING FOR ADJACENT WALL o SEMI -RECESSED FIRE EXTINGUISHER IN CABINET, REFER TO GEN. NOTES FLOOR OCCUPANCY (GROSS UNIT ZSQUARE FOOTAGE) USING STAIRS (TOTAL; NUMBER OF STAIRS) —STARTING POINT D=120' _ :TOTAL DISTANCE TO GRADE LEVEL/EXIT PATH OF TRAVEL FIRE RATING CONTINUITY AT ROOF TRUSS. 10' MIN. FROM FIRE WALL. REFER TO DETAILS ON SHEET A7.16. ® UNIT EGRESS UNITS OCCUPANTS DISTANCE WITHIN UNIT TO EGRESS DOOR Al f 4 34 LF. A2 UFAS 4 35 LF. A3 4 39 LF. 131 6 45 LF. B2 6 45 LF. B3 6 45 LF, B4 6 45 LF. B5 6 45 LF. B6 6 45 LF. C1 7 48 LF, C2 UFAS 7 39 LF. ® KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I IMERIORDESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BOB oao nu° 000 0.Ixw 0 o BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 05/08/201`5 mes B. kRO011 SET D A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 4. Building I Safetyourth Floor Life Plan OCCUPANCY SEPARATION DWELLING UNIT TO BREEZEWAY 1 HOUR DWELLING UNIT TO DWELLING UNIT 1 HOUR ELEVATOR HOISTWAY 2 HOURS BUILDING SEPARATION FIRE WALL 2 HOURS ARCHITECTURE & N N lf> r V7 N_ 00 O LO 0 U a Building II - Fourth Floor Life Safety Plan 3/32" = V-0" SHEET NOTES A RATINGS SHOWN ARE FOR SEPARATION ONLY. REFER TO SHEETS A1.04 & A1.05 FOR STRUCTURAL RATINGS. B SEE FIRE PROTECTION DRAWINGS FOR STANDPIPE DETAILS. COORDINATE LOCATIONS WITH ARCHITECTURAL PLANS. C SEE FIRE PROTECTION DRAWINGS FOR IDENTIFICATION OF SPRINKLER AREAS & SPRINKLER SYSTEM TYPE. D SEPARATE PERMITS SHALL BE REQUIRED FOR THE FIRE ALARM SYSTEM, FIRE SPRINKLER SYSTEM & FIRE SUPPRESSION SYSTEM. E REFER TO ELECTRICAL DRAWINGS FOR EXIT AND EMERGENCY LIGHT LOCATIONS. EGRESS REQUIREMENTS FFPC/NFPAIFBC MAXIMUM TRAVEL DISTANCE BUILDING - SPRINKLERED NFPA 13R 200`-0" (REMOTE CORNER OF ROOM TO NEAREST STAIR) ® LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL DESIGNATES 2 HR FIRE RATING FOR 2 ADJACENT WALL rFE, SEMI -RECESSED FIRE EXTINGUISHER IN CABINET, REFER TO GEN. NOTES FLOOR OCCUPANCY (GROSS UNIT I 4 SQUARE FOOTAGE) USING STAIRS (TOTAL I NUMBER OF STAIRS) STARTING POINT D®120' � TOTAL DISTANCE TO GRADE LEVEL/EXIT PATH OF TRAVEL FIRE RATING CONTINUITY AT ROOF TRUSS. 10' MIN. FROM FIRE WALL. REFER TO DETAILS ON SHEET A7.16 N UNIT EGRESS UNITS OCCUPANTS DISTANCE WITHIN. UNIT TO EGRESS DOOR Al 4 34 LF. A2 UFAS 4 35 LF. AS 4 39 LF. 131 6 45 LF. B2 6 45 LF. B3 6 45 LF. B4 6 45 LF. B5 6 45 LF. B6 6 45 LF. C1 7 48 LF. C2 UFAS 7 39 LF. E KEY PLAN INTERIOR DESIGN, INC. MANNING I ARCHUEMI RE I INTFRKADESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 00o 000 000 0o 0 0 Qo BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Fourth Floor Life Safety Plan UMINWA -,Z--PROPERTY LINE -- TRASH COMPAC- 0 cocc II w V — Cn N N IC) O N 00 C 0 Architectural Site Plan 1 0 a Vicinity Ma NTS N lot =30' SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES. B REFER TO CIVIL PLANS FOR ALL SIDEWALK LOCATIONS, HANDICAP PARKING & ACCESSIBILITY DETAILS. C THIS SITE PLAN IS INTENDED TO CONVEY GENERAL BUILDING DATA ONLY. REFER TO APPROVED CIVIL ENGINEERING AND LANDSCAPE ARCHITECTURE DRAWINGS FOR DETAILED SITE CONSTRUCTION INFORMATION. D TOP OF SLAB ELEVATION IS 0'-0" UNO. THIS IS A REFERENCE ELEVATION ONLY. REFER TO THE CIVIL ENGINEERING DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. LEGEND 2 BUILDING ID NUMBER 32 NUMBER OF UNITS IN BUILDING FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTEIRIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Onn non p00 non ° o 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Surnmerset Apartments w o Zephyrhills, FL N 9 05/03/2015 N C 0 James B. Blac AR0011224 SET DISTRIBUTIO 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Architectural Site Plan MMIRAL NgmM QQNTRACTOR NOTE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION NTH THE WORK. GUTHERMAN STRUCTURAL, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. QODES AND SI6NDARDS 1. WIND LOADS AS PER: A. FLORIDA BUILDING CODE 2010 EDITION WITH AN ULTIMATE DESIGN WIND SPEED OF 140 MPH, EXPOSURE C, NOMINAL DESIGN WIND SPEED OF 108 MPH, +/-0.18 INTERNAL PRESSURE COEFFICIENT, AND BUILDING RISK CATEGORY 11, B. THIS BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. 2010 FLORIDA BUILDING CODE. B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 2008 EDITION). C. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315/ LATEST EDITION). D. MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, INSERTS & CONNEC11ONS IN REINFORCED CONCRETE CONSTRUCTION. AWS. D1,4/ LATEST EDITION. E. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC 13TH EDITION (ASID). F. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301/LATEST EDITION. G. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530, 530.1/ASCE 5, 6/TMS 402, 602/2008 EDITIONS). H. NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION. 1. LIGHT GAUGE STUD FRAMING SHALL COMPLY WITH ASTM STANDARDS AND HAVE BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE'S SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, 2001 NTH 2004 SUPPLEMENT. J. ASCE7 - 10. 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGUETS, ETC. C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTEN11ON OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. E. ALL STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LOADS LISTED ONLY AS COMPLETED STRUCTURES. THE GENERAL CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT WORK IN PROGRESS UNTIL THE STRUCTURES ARE COMPLETED. THE GENERAL CONTRACTOR SHALL ALSO INSURE THAT ITS OPERATIONS AND PROCEDURES PROVIDE NO LOADING GREATER THAN THE DESIGN LOADS LISTED ON ANY MEMBER. 4. SECTIONS AND DETAILS: ALL DETAILS, SEC11ONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 5. THRESHOLD INSPEC11ONS SHALL BE PERFORMED DURING CONSTRUCTION OF THIS BUILDING AS REQUIRED BY SECTON 1017 OF FLORIDA BUILDING CODE. 6. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: A. EXTERIOR WINDOWS, SLIDING AND PAID GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR FLORIDA STATE WIDE PRODUCT APPROVAL NUMBER TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE FOLLOWING SPECIFICATIONS: ANSI/AAMA/NWWDA 101/I.S. 2-97 OR TAS 202 (HVHZ SHALL COMPLY WITII TAS 202) B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 11MES THE REQUIRED DESIGN PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10 SECONDS WITH NO PERMANENT DEFORMA11ON OF ANY MAIN FRAME OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. HVHZ SHALL COMPLY WITH TAS 202. AFTER EACH SPECIFIED LOADING, THERE SHALL BE NO CLASS BREAKAGE, PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER DAMAGE, WHICH CAUSES THE DOOR TO BE INOPERABLE. C. SEC11ONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE DIFFERENCE IN ACCORDANCE WITH ANSI/DASMA 115 OR TAS 201,202 AND 203. D. CUSTOM (ONE OF A KIND) EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED BY AN APPROVED TESTING LABORATORY OR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES. E. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE NTH THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEM USED FOR SUBSTRATES NOT SPECIFIED BY THE FENSTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. EQUhQAE)IL 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF A SITE SPECIFIC SOILS AND FOUNDATIONS INVES11GATION PREPARED BY TERRACON CONSULTANTS, INC., TERRACON PROJECT No. H4145057, DATED OCTOBER 23, 2014 PRIOR TO FOUNDA11ON WORK. 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUB -GRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3. BOTTOM OF FOOTINGS TO BEAR ON CONTROLLED COMPACTED FILL CAPABLE OF SAFELY SUPPORTING 2500 POUNDS PER SQUARE FOOT (PSF). 4. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5. TOP OF ALL EXTERIOR F001INGS SHALL BE MINIMUM 12 INCHES BELOW EXTERIOR FINISHED GRADE, UNLESS NOTED OTHERWISE. 6. EXCAVA11ON AND BACKFILL: A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUT`ION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC, B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 7. CENTERLINE OF FOOTINGS SHALL COINCIDE WITH CENTERLINE OF COLUMNS AND WALLS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTEN11ON OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 02N&EffEam 1. CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A. FOUNDATIONS 3WO PSI B. SLAB -ON -GRADE 3000 PSI C. COLUMNS 4000 PSI D. BEAMS 4000 PSI E. TOPPING 3500 PSI F. MASONRY GROUT 3000 PSI ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH AS NOTED ABOVE. B. SLUMPS SHALL BE 4-INCHES MINIMUM AND 6-INCHES MAXIMUM. C. CONCRETE SHALL HAVE 3 PERCENT AIR ENTRAINMENT. D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. E. JOBSITE WATER SHALL NOT BE ADDED. 3. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/ 2008 EDITION), THE ACI DETAILING MANUAL (ACI 315/ 1994 EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). 4. SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 6. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2- CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT S-O" O.C. 7. LAP ALL BARS NTH CLASS B TENSION LAP SPLICE UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL WWF A MINIMUM OF 12 INCHES (UNLESS OTHERWISE NOTED). 8. REINFORCING BARS: A. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. B. AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE (1-#55 OR MATCHING) HORIZONTAL BARS X 5-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. C. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS O-MERMSE NOTED. D. WHERE COLUMNS ARE AN INTEGRAL PART OF CONCRETE WALLS, WALL REINFORCEMENT SHALL BE CONTINUOUS THRU THE COLUMNS. E. FOR BALCONIES, SLABS AND WALKWAYS EXPOSED TO WEATHER ALL REINFORCING STEEL (TOP AND BOTTOM) AS WEELL AS SPACERS AND OTHER DEVICES FOR SPACING, SUPPORTING AND FASTENING REINFORCING SHALL BE GALVANIZED CONFORMING TO ASTM A767. BOLSTERS AND CHAIRS TO BE PLASTIC. CONCRETE PLACED IN THESE AREAS TO HAVE .40 WIC.- RATIo MAXIMUM AND CONTAIN 2.5 GALLONS OF CALCIUM NITRATE PER CUBIC YARD. REBAR COVER TO BE 1.5' MINIMUM. 9. FOR GRADE BEAMS, LAP ALL TOP STEEL AT MID -SPAN AND LAP BOTTOM STEEL OVER SUPPORTS. 1. -1HE DESIGN, FABRICATION AND ERECTION OF PRECAST CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318/ 2002 AND ACI 311/ LATEST EDITIONS. PRECAST MANUFACTURE TO BE PC! APPROVED, A. PRECAST VINNUFACTURER SHALL SUBMIT DRAWINGS AND CALCULATIONS WHICH MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE aTATLE OF FLORIDA. 2� PRECAST CONCRETE PLANK SHA"11 BE DESIGNED TO SUPPORT ALL SUPERN,POSED LOADS INCLUDING PART11TION LOADS, FOR LOCATIONS OF PARTITION, SEE ARCHITECTIURAL DRAWNGS. 3.. IF SHIMS ARE REQUIRED AT PRECAST PLANK BEARING, -1HEY MUST BE CONTINUOUS FOR THE FULL WIDTH OF -111HE PLANK. POINT SHIMMING IS NOT ACCEPTABLE. 4. PRECAST CONCRETE MEMBERS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 5. PRECAST PLANK MANUFACTURER TO COORDINATE NTH OTHER TRADES AND ALL CONTRACT DRAWINGS FOR SIZE AND LOCATION OF OPENINGS ON ALL FLOORS AND ROOF. 6. ALL OPENINGS IN PLANK MUST BE PROVIDED BY OR APPROVED IN WRITING BY THE PRECAST MANUFACTURER NO REINFORCING IN [PRECAST CONCRETE PLANK OR FILIGREE] IS TO BE CUT WITHOUT PRIOR APPROVAL OF PRECAST MANUFACTURER. 7. FRAMING ELEMENTS SUCH AS PRECAST CONCRETE PLANK (HOLLOW CORE) DOUBLE TEES, PRECAST CONCRETE JOISTS ARE SUPPLIED WITH AN UPWARD CAMBER. THE SLAB/TOPPING THICKNESS INDICATED ON THE PLANS IS THE MINIMUM THICKNESS. AS A RESULT, THE GENERAL CONTRACTOR SHALL SUPPLY ADDITIONAL SLAB/TOPPING, WHICH MAY BE REQUIRED FROM THE MID -SPAN TOWARDS THE END SUPPORTS OF THE FRAMING ELEMENTS TO COMPENSATE FOR THE FINAL POSITIVE (UPWARD) CAMBER AND TO PROVIDE A FLAT FINISHED FLOOR MASQNEY WALL CQNSIE 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05/ASCE 5-05/TMS 402-05)- AND THE -SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-05/ASCE 6-05/TMS 602-05)". 2� CONCRETE MASONRY UNITS (CMU) SHALL BE: k LOAD BEARING ASTM C90 B� TYPE 11 NON -MOISTURE CONTROLLED UNITS C. MEDUM WEIGHT or NORMAL 'WEIGHT, GRADE N D. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND (UNLESS NOTED OTHERWISE). E. CMU SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH OF 2800 PSI (fm = 2000 PSI) AS CALCULATED IN ACCORDANCE WITH ASTM C1314. 3. ALL MASONRY SHALL BE NOMINAL SIZE UNITS 8x8x16 (7 5/8"X7 5/,R-"xl5 5/8") , PROVIDE HALF-SIZE, KNOCK -OUT, OR U-BLOCKS WHERE SPEC FIED. 4� MORTAR SHALL CONFORM TO AS"I'M C270. PROVIDE TYPE M FOR BELOW GRADE AND TYPE S FOR ABOVE GRADE. a DO NOT WET MASONRY PRIOR TO APPLYING MORTAR. 6� REINFORCED CELLS OF CONCRETE MASONRY UNITS SHALL BE FILLED NTH COARSE GROUT THAT CONFORMS TRO ASTM C476 WITH A E TR 11 OF MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COh4PRESSNE S I ENGI 3,000 PSI. 7. FULLY GROUT ALL MASONRY BELOW GRADE. 8,- ALL CONCRETE NIASONRY BEARING AND SHEAR WALLS SHALL BE N, PECTED BY A CERTIFIED INSPECTION COMPANY AND CONSTRUCTED I-' ACCORDANCE WITH THE *BUILDING CODE REQUIREMENT FOR MASONRY STRUCTURES- (ACI 530,/.ASCE 5/TSM 402) ANID "SPECIFICATIONS FOR MASONRY STRUCIPURES" (ACI 530.1,f"ASCE 6/TSM 602)/ 2005 EDITIONS. 9. VERTICAL REINFORCEMENT SHALL BE AS 1\101ED ON ".HE DIRM-1,11INGS WITH CELLS FILLED WITH. COARSE GROUT. 10� MINIMUM LAP SPLICES FOR REINFORCING STEEL IN CMU SHALL BE PER SECTION 2107.3 OF THE FLORIDA BUILDING CODE. FOR GRADE 60 REINFORCEMENT = A-8 BAR DIAMETERS. A. LAP SPLICES SHALL OCCUR DIRECTLY ABOVE FOOTINGS AND SLABS. NO SPLICES ARE ALLOWED AT MID -HEIGHT OF WALL. & LAP SPLICES THAT OCCUR AT CANTILEVERED WALLS SUCH AS: PARAPETS, RETAINING WALLS. ETCETERA, SHALL HAVE LAP SPLICES OF 72 BAR DIAMETERS. 11. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM VERTICAL SPACING OF 8'-0". REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS NOTED OTHERWISE. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 12. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. 13. PROVIDE GALVANIZED, 9 GAUGE, LADDER TYPE HORIZONTAL WALL REINFORCEMENT AT 16" O.C. VERTICALLY AT MASONRY WALL LOCATIONS, UNLESS NOTED OTHERWISE. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6". AT INTERSECTIONS AND CORNERS PROVIDE FACTORY -MADE 'T" AND "L" SHAPED PIECES RESPECTIVELY. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. 14. HOT DIPPED GALVANIZING FOR JOINT REINFORCEMENT, WALL TIES, ANCHORS AND INSERTS SHALL BE A MINIMUM COAT OF 1.5 OUNCES PER SQUARE FOOT (PSF) (458/G/M2) COMPLYING WITH THE REQUIREMENTS OF ASTM A153, CLASS B. 15� PROVIDE CONTROL JOINTS IN MASONRY WALLS AT A SPACING OF ± 25-0" O�C. AND ALIGN WITH ARCHITECTURAL CONTROL JOINTS. 17. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VEPTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. la. MASONRY (C.M.U.) UNTELS: A. A PRECAST CONCRETE LINTEL by LA-ST-CRETE SHAM BE PROVIDED OVER ALL MASONRY WALL OPENINGS, UNLESS NOTED OTHERWISE. B. LINTELS SHALL BE FULY GROUTED WITH 3000 PSI CONCRETE MINIMUM. C. LINTELS TO HAVE 4" MINIMUM BEARING AT EACH END. D. SEE MASONRY LINTEL SCHEDULE FOR REINFORCEMENT REQUIREMENTS. E� WHERE HORIZONTAL REINFORCEMI341T IS REQUIRED PROVIDE A CMU KNOCK -OUT BLOCK COURSE, UNLESS NOTED OTHERWISE. F. INSTALL UNTEELS PER MANILIFACTURER'S RECOMMENDA-11ONS, INCLUDING SHORING OF LINTEL. 19. PROVIDE A KNOCK OUT BLOCK OR U-BLOCK REINFORCED WITH 1 #5 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 8" St'NOND EACH SIDE OF THE OPENING TYPICALLY. 20� MASONR`f QUALITY ASSURANCE AND NSPECTION REQUIREMENTS SHALL FOLLOW TIHE PROVISIONS OF THE LATEST EDITION OF ACI 530/ASCE 5/TMS 402, CHAPTER 1, SE!n-1 ON 1.14A.3 21. EPDXY 'GROUT SSHALL BE NON-SHMINK, HIGH CREEP RESISTANT, ANID SHALL HAVE 111111 FOLLOWING MINIMUM ALLOWABLE PROPERTIES: A) TENSILE STRENGTH, ASTM C 31 1000 PSI B) FLEXURAL STRENGTH,, ASTM C 5a& 000 PSI C) COMPRESSIVE STRENGTH, ASTh4I C 579: 1,600 PSI/7 DAYS. 22. MORTAR PLACEMENT - a. USE 318- THICK JOINTS, BETWEEN UNITS. b. TOOL ALL JOINTS WITH A ROUND JOINTER WHEN THE MORTAR IS THUMBPRINT HARD, UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. C, PLACE MORTAR ON CLEAN UNITS WHILE THE MORTAR IS SOFT AND PLASTIC. d. DO NOT DISTURB THE UNIT AFTER IT IS INITIALLY POSITIONED. e. PLACE MORTAR SO THAT ALL JOINTS OF SOLID UNITS ARE FULLY FILLED WITH MORTAR. f. FILL THE BED AND HEAD JOINTS OF HOLLOW UNITS WITH MORTAR, SPREAD ACROSS THE WIDTH OF THE FACE SHELLS. g. MORTAR CROSS WEBS IN HOLLOW UNITS FOR THE FOLLOWING SITUATIONS: (1.) ADJACENT TO CELLS TO BE GROUTED FOR PARTIALLY GROUTED CONSTRUCTION. (2.) STARTING COURSE ON FOUNDATIONS. h. REMOVE PROTRUSIONS OF MORTAR INTO COLLAR JOINTS, CAVITIES AND CELLS OF HOLLOW UNITS IF THEY PROJECT MORE THAN 1/2". I. DO NOT SLUSH MORTAR INTO HEAD JOINTS. I. FILL HOLES IN THE MORTAR. am 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE NTH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO: A. ASTM SPECIFICATION A992 GRADE 50 FOR ALL WIDE FLANGE BEAMS. B. ASTM SPECIFICATION A36 FOR MISCELLANEOU'S STEEL SHAPES (ANGLES, PLATES, ETC.). C. ASTM SPECIFICATION A500 GRADE B (FY=46 KSI) FOR SQUARE OR RECTANGULAR HSS SHAPES. D. ASTM SPECIFICATION A500 GRADE S YY=42 KSI) FOR ROUND HSS SHAPES. AT ROUND FISS WITH A WALL THICKNESS GREATER THAN 19' SHALL CONFORM TO ASTM SPECIFICATION A531 TYPE E, GRADE B (FY=35 KSI). 2. ALL MILL CAMBER TO BE ORIENTED UPWARD DURING FABRICATION AND ERECTION. STEEL BEAMS INSTALLED IN PARALLEL WITH STEEL BAR JOISTS SHALL HAVE CAMBER EQUAL TO BAR JOISTS. 3. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. AT STEEL SURFACES THAT IS TO RECEIVE SPRAYED ON FIREPROOFING OR CONCRETE ENCASEMENT, DELETE PAINT. 4. ALL SHOP AND FIELD WELDING SHALL BE PEWORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETYS STANDARD QUALIFICATION PROCEDURE" (AWS Dill TO PERFORM THE TYPE OF WORK REQUIRED. 5. ALL CONNECTIONS SHALL BE BOLTED VATH 3/4- DIAMETER, A325-N HIGH STRENGTH BOLTS OR IIELDED, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 6, ALL STEEL '�FELDING RODS SHALL BE E70XX ELEC71ODES. 7. SUBMIT ALL STEEL SHOP DRAVINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 8. EQU_4EPMMZENNIL13S2UPE2Ra PROVIDE ALL SUPPORTING STEEL NOT INDICKTID ON PLAN AS REQUIRED FOR THE NSTALLA191ON OF MEC,HIAINACAL EQUIPMENT AND MIATERIALS, INCLUDING ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT EQUIPMENT OR PIPING FROM. IAETAL DECKING. U_QdLQAUGE MEIAL E13609 N910: 1. ALL LIGHT GAGE METAL FRAMING WORK SHALL BE N ACCORDANCE WITH AISI, LATEST EDI'PONI AND STElL S-PUD IMANUFAC113RERS ASSOCIATION (SSMA). 2. LIGHT GAGE FRAMING MEMBERS SHALL BE COLD FORMED WITH Fy = 50,000 PS�, .4,41INIMUM (11U.N`_O�) 3. METAL STUD FRAMING INSTALLER SHALL PROVIDE ALL ACCESSORIES, INCLUDING CLIPS WIFIERE REQUIRED FOR 111HE ASSEMSUES INDICATED. 4. ALL STRUCTURAL LIGHT GAUGE METAL STUD WALLS SHALL HAVE A TRACK OR CHANNEL AT -1HIE TOP & 80TI11,01M OF ALL WALLS THAT MATCH THE WIDTH AND GAUGE OF STUD FRAMING IN-10 IT, MINIMUM (U.N.O.) FASTEN STUD TO 71RACK WITH (2) #10 TEK SCREWS EACH SIDE OF STUD TOP AND BOTTOM. FASTEN BOTTOM TRACK TO FOUNDATION WITH WO x 6X" SIMPSOlm -19TEN HD HEAVY DUTY SCREW ANCHORS SPACED AT 2'-13" O,C. 5. LIGHT GAGE FRAMING SHAPES SHALL BE: (UNLESS NOTED OTHERWISE) WALL STUDS 3%"x 1%" x 16 GA. STUDS (362062-54, 50 KSI). SPACE STUDS AT 12' O.c. METAL TRACK 3W' x 1Y2" x 14 GAUGE TRACK (362T150-68) HEADER STUDS = (2) 10" x 1W' x 14 GAUGE TRACK (100OT162-68). SEE FRAMING PLAN NOTES FOR ANCHOR CALL -OUT EACH SIDE OF HEADER - STUD PACK TO FOUNDATION. 6. FASTEN MULTI STUDS TOGETHER NTH X6" x 1" FILLET WELDS AT 12" O.C. ALONG THE LENGTH OF STUDS WHERE STUD FLANGES MEET, EACH SIDE, UNLESS NOTED OTHERWISE. 7. DOUBLE ALL STUDS AT ENDS OF WALLS, CORNERS, INTERSECTIONS AND EACH SIDE OF OPENINGS. CONNECT MULTI MEMBER STUDS WITH (2) #10 TEK SCREWS AT 12- O.C. OR 1- FILLET WELDS AT 12" O.C. 8. ALL LIGHT GAGE FRAMING CONNECTIONS, INCLUDING STUD TO STUD, SHALL BE MADE WITH A MINIMUM OF (4) #10 SELF -TAPPING TEK SCREWS, U.N.O. 9. PROVIDE LIGHT GAGE METAL BLOCKING AT SHEATHING EDGES, 4'-0- O.C. MAXIMUM. SEE MANUFACTURES SPECIFICATIONS FOR MORE INFORMATION. 10. CONTINUOUS TRACKS SHALL BE FASTENED TO MASONRY WITH A% x 2h" TAPCONS AT 6" Q.C,, STAGGERED 11. ALL METAL STUD WALLS SHALL BE SHEATHED NTH 5/8- GYPSUM WALLBOARD SHEATHING EACH FACE OF I.NALL. FASTEN TO ALL SUPPORTS WITH #8- 1 Y47 BUGLE HEAD DRILL POINT SCREWS AT T' O,C. 12. GENERAL REQUIREMENTS: A. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. B. COORDINATE ADDITIONAL WALL SHEATHING REQUIREMENTS WITH ARCHITECTURAL DRAWNGS. WOOD 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE'. MO�STIURE CONTENT MUST BE 19% OR LESS, STORE 'VrOOD FRAMING ABOVE GROUND AND UNDER TARPS NTH PROPER AIR CIRCULATiON. IN SUCH A WAY TO PREVENT M.1110'STURE DAN44AGE. 2. ALL CONVENTIONAL LUMBER SHALL BE SOUTHERN PINE SPECIES #2 GRADE (SP2) OR APPRO"JED EQUAL. ALLOVMBLE DESIM1,411 STRESSES SHALL FOLLOW NA11ONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). 3. PROVIDE SP ACQ PRESSURE TREATED (PT) LUMBER IN ACCORDANCE WITH, AWPA STANDARDS TO A MINIMUM .0,40 PCF RE"IENTION WHERE LUMBER IS IN CONTACT WITH CONCRETE/hAIASONRY OR OUTSIDE OF BUILDING AT EXTERIOR CO)NDI-910,NS. 4. ALL METAL CONNECTORS (BUCKETS, HANGERS, CLIPS, ANGLES, ANCHORS, S-1-RAPS AND HARMMRE) IN CONITACT VVI-P.-I PRESSURE TREADED LUMBER, CONCRETE OR USED IN EXTERIOR CONDIPONS SHALL BE GALVANIZED WMIHI A RAIIING OF G185, CONFORIM, TO ASTM A653 AND WATER/CORROSION RESISTANT. METAL CONNECTORS MUST BE INSTALLED PER INS-,,�,;jcM;,ON& ALL METAL STRAPS KAUST BE INSTALLED WITH EQUAL LENGTHE3 ABOUT THIE JOINT LINE. USE SIMPSON STRONG -TIE CONNIECITOR PRODUCTS OR APPROVED EQUAL. 5. ALL NAILS, SCREWS AND BOLTS USED WITH PRESSURE TREATED LUMBER OR EXTERIOR CONDITIONS ARE TO BE HOT -DIPPED GALVANIZED (OR STAINLESS STEEL) AND WATEER/CORROSION RESISTANT HOT-D�PPED GALVANIZED FASTENERS To CONFOMM To ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER AS710 8695 NO LESS THAN 55. TOE NAILING WILL NOT BE PERMITTED. A. NAILS SPECIFIED ARE TYPE: COMMON, FS FF-N-105. B. BOLTS SPECIFIED ARE ASTM A307, GRADE A WITH ASTM A563 HEX NUTS AND FLAT VIASHERS, UNLESS NOTED OT-fIERwISE. 6. CONNECTIONS AND FASTENERS SHALL BE PER FLORIDA BUILDING CODE, TABLE 2304.9.1 FASTENING SCHEDULE, UNLESS NOTED OTHERWISE. 7. ROOF SHEATHING: %" EXTERIOR GRADE PLYWOOD (or O.S.B.), APA 24/16 RATED - EXPOSURE 1. AT 10'-0" STRIP AREA AROUND ROOF PERIMETER, FASTEN SHEATHING TO SUPPORTS WITH 10d NAILS SPACED AT 4" O.C. AT SHEATHING EDGES AND 6" O.C. IN -FIELD. AT ALL OTHER AREAS, FASTEN SHEATHING TO SUPPORTS WITH 10d NAILS SPACED AT 6" O.C. AT SHEATHING EDGES AND 12" O.C. IN -FIELD. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANCES IN ROOF SLOPE. USE 8'- 0" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING, PERPENDICULAR TO FRAMING. STAGGER PANEL END JOINTS 4'-0" TYPICAL. ALLOW 1/8" SPACE ALONG PANEL EDGES AND END JOINTS.. 8. HOLES/ LEAD (PILOT) HOLES FOR: BOLTS 1/32- TO 1/16- > BOLT DIAMETERS LAG SCREWS - SHANK SAME DIAMETER AS SHANK LAG SCREWS - THREADED PORTION :E 50% OF DIAMETER WOOD SCREWS - SHANK 7/8 DIAMETER OF SHANK WOOD SCREWS - THREADED POR11ON 7/8 OF DIAMETER NAL 175% OF DIAMETER 9. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENM% EIREEABIRICAIE12 WQQQ 113U-9SEa 1. ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO PROVIDE ALL TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT REACTION. (UPLIFT LOADING SHALL USE COMPONENTS &_ CLADD!Nic- WIND FORCES.) 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE W�TH THE LAI ST EDI TION OF THE BUILDING COMPONENT SAFETY INFORMATION GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WTKCA AND TRUSS PLATEE INSTITUTE BRACING IN THE PLANE OF THE AEB MEMBERS: A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRAONG FOR EACH TRUSS WEB MEMBER AS REQUIRED. B. LATERAL BRACING SHALL BE RESTRNNED BY DIAGONAL BRACING (MIN. 2- Ti-11CK N--DNINAL LUMBER). Tl-i�S BRACING IS TO BE CONTINUOUS. C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VIERTiCAL 'VrEB MIEMBER CLOSEST TO BEARING LOCATIONS. 3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-0" ON CENTER 110TH A CEILING ATTACHED TO BOTTOM OF TRUSSES. IF NO CEILING IS ATTACHED TO BOTTOMI OF TRUSSES, BRACING SHALL BE MINIMUM 2X4 @ 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCA 71D, AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. 4. TOP CHORD BRACING: A. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION, BRACING IS NOT REQUIRED. B. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END.- IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20-FOOT INTERVALS. 5. DO NOT CUT, DRILL OR NOTCH ROOF TRUSSES WITHOUT WRITTEN APPROVAL FROM TRUSS ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC. SIZES AND LOCATIONS WITH TRUSS LAYOUT PRIOR TO ERECTION. 6. TRUSSES SHALL BE MANUFACTURED & DESIGNED IN ACCORDANCE W1T`H NATIONAL DESIGN SPECIFICATION(S) FOR WOOD CONSTRUCTION, AF & PA, AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD -RUSS CONSTRUCTION, ANSI/TPI 1-1995, AND THE LOCAL CODE JURISDICTIONS. 7. DO NOT OVERLOAD ROOF TRUSSES NTH BUILDING MATERIALS. 8. CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATL SUPPLIER AND SHALL MEET OR EXCEED ASTIM A653/A653M REQUIREMENTS FOR STRUCTURAL STEEL. 9. IN ADDITION TO THE LOADS SHOWN IN THE DESIGN LOAD SCHEDULE, THE WOOD TRUSS MANUFACTURER SHALL DESIGN FOR THE WEIGHT OF ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT/FIXTURES AS WELL AS CHANDELIER FIXTURES, BAR CABINETS AND ART WORK/MOBILES. SHOP DRAWINGS 1. THE SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR ThE FOLLOVANG: A, CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC C. PRECAST CONCRETE HOLLOW CORE PLANKS AND PRECAST LINIfELS D. CONCRETE MASONRY UNIT SUBNATTALS AND OTHER -MASONRY ACCESSORIES E. STRUCTURAL STEEL F. PRE-ENGINEERED STEEL STAIRS G, STRUCTURAL LIGHT -GAGE METAL STUD FRAMING 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALTY ENCOINEER REGISTERED IN THE STATE OF FLORIDA. R1 PRESSURE' (F`U�' Vxm "OMPON17NTS AND D31 VAND �1 I I P' A D D UL EFFEE-C.-nVE W ROOF AREA 3 1ARFA fSCL FT) i 9� I Ji 2 +1m08/--3Z15 1+2V.46i-o,-,1�3-o !+253�4, /-53.95 20 &Z251-31.33 1 +2&12/-4&21 1 +2&12 -7-185-_21a -11 17/-30�25 I+26A0/-4a62 1+2140/-40.62 ---- ------- +10.35/--2Y43 +25,110 /-34.88 i Au 2 5 0 /- 3 4,8 8 1 L OVE.RHIANGS 1+000/-46.32 1+9.-5O/--76_,.29_j 4 A, NOTES: (2, f"l 1. W1;ND DESIGN PER FBC-2010 2. +: INDICATE S WIND PRESSURE INDICATES WIND SUCTION '(3D 3. WALL DISTANCE A = 10.0 F'r 1'4 N - (COMPONENTS AND CLADDING) 202 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN' ABOVE THE LOAD MAY BE !N-IERPOLATIED, OTHERWISE USE -PHE LOAD ASSOCIAIE-D WITH THE LOVFER EFFECTIVE W'IND AREA DOOR L & WNDOW WIND POMDONENT IS PRESSURE (PSFI; Vasd 41F d AND 0 DDING LA if UFF-E-0-3-1riVE I $1ALL AREA 1, AREA ISQ. FT.) 4 f 5 10 29.43 31 88 +29.43/-39�23 20 1_;�89.12 30 57 +28.12/--36.63 50 100 1+2z-510LI-2i455 j+25A0/-3CL57 WIND Oil PER FE-C-2010 1 INDICA-LS V-41ND PRESSURE 1A "o INDICATES 'WIND SUC-HON 3. WAILL DISTANC'E A = 10.0 FT - - - - - - (COMPONENTS AND CLADDqNG) 4. FOR EFFECT0 %AND AREAS BETWEEN THOSE A, GIIAEN9 AB-C.VE 7HHE ILOAD MIAY DIE INTEERPOLATED� 07HERVOIE USE THE LOAD ASS5LC_AATE0 00" RIIE LOVVELR' EFFE-C-BVE WIND AREA GUTHURNIIANI 5TRVC_1FJfiP7L INC] C* 264 BUTTERCUP CIRCI ALT�,A,! 1,MSPMNC5 L 32714 Lj� 88 63 R wwo_ n nU63 uT- e7- rman STRUCTURAL 745 orienta avenue, suite 1121 akamn& syNg, 13201 phow: 40T83(11400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 7- Ve Al Zephyrhills, FL HQ;,, kilk 1"inj Q "Sn T, V, 0 < F7 I W .c C 0 '0 John Gutherman Jr., P.E. 2 FL.REG.#6o88o 0 c t (D .6 SET DISTRIBUTIONS: A SHEET REVISIONS: ECITEED By: JG PROJECT NO. 14-2984 AM MINIMUM -1 1 1111 F—___ ,_M_____.___ __ GUTHERAAAN STRUCTURAL INC. 264 BUTT ERCUP CIRCLE v" D t� g y q/ E � A TAMM1 NTE SPRINGS FL z 1 G9 EaE� S�dCUT (C� i I S° NCe1�s 3 7 3 tC %L�ICKNESS) WITHIN 24 HGURS ;�:? r 4o77es,o875 LlC.#2886 s » _ POUR (DO NOT INTERRUPT MESH') ; I L4 X 4 X 3/8 CONT. � 3 8" CMU WALL A � � � m FORUMS W/ 3/4"�b J' BOLTS � I _ -,� � _ 3 ® 2'-0"o.c. ® DOOR _ ����- �f L s CONS. SLAB I -: 1 a N CO II l 1 -i _ - n y N A C IT CTURE �e #4 ®12 o.c. TOP y _ _ - ._ 1 SEE PLAN 0 3 T LNERIO INC. ' ME E � ° IfE,-°`ORS' BY KE D g" LAP INC. OR EQUAL {STOP MESH", 1" - I E. o €AIR A�ii P f G I I $ N '_ // /i /\��,//' _�. 8xl8xl 8 'SUMP /,,� � � E =2'-6" CONNECTIONS B',`•TAIr; #4 @ 12 o.c. /\/�/\• \ 6 j!_.,_ "jlfE [ 3I e�� 3 � r , ( § 4 HOR. EA. FACE �� #,�4 f� 1 3 I f CONSTRUCTION � �, F s r�L ��, ,.�E�_;FA,. ,dER � a— ,,.'4 4.. 12"Q.L < #fir 9 I y :i �.,PS° t .i _.-,.,na....• of ®, _ _ 745 orients avenue, suite 1121 EQUAL EQUAL ��eR �. EA. FACE � ! - f� r " Y Alby € ¢ Iry �d n- gy altamonte springs, fl 32701 „ , d3nE ; e YPS 3 �L a 1 1 A _ S� b � ���� � � t! 7 2'-0 X 2 - s El E° ATCR PIT \\� \\�\��\\ \ NO Y A „I;R y:,% � v _ CTil0� , :N A T. � �`� �� e phone: 40..830.1400 12" REINF. o €, CONC. WALL �'® E /: _A.OUT L�i,,� ag I., I L_ C A° EE fax:407.8�0.4143 FOR HYORAUL i � � x ,.. , � /FASHION, —� u ;`fATI O; RE_C s Ate YULE,° 4SQUARES �E PRL, _..�u. � PLAN NLEVAroRs ONLY -L� \\ ". -a = AA0002731 ' € � � I i % THE RATIO OF LONG S€da TO SHORT SI:1�. v:iv=-ILD NO € b � y ` � � , T.O. SLAB � PROVIDE DOWELS o Imo , i �\ ' BARS TO MATCH EXCEED 1.5. MAXIMUM JOINT SPACING = 12'-0" � www.forumarchiteeture.eom TO MATCH VERT. ��; #4 0 9" //\//\// //.`/ FOOTING BARS 1 a ��` m REINF. TYP. LAP 1 A L T MIN. SEE PLAN FOR ' I 18 i - 1" MIN. CLEAR TO REINF. SEL PLAN FOR 2 -6 ( ) , DESIGNATION -� .� ,Y� �' � � 4 @ 9 SLAB DESIGNATION e E N ELEVATION � ,�, 5 COIF ; .- ° 1� SEE PLAN AND FOOTING SCHEDULE #4 @ 9"o.c. EA. 1 FOR SIZE AND REINFORCING ADJACENT SLAB (COED -- ON PLAIN) a®a °pa '-4" '-0" SEE ARCH'L. DWGS. '-0" '-4" WAY TOP & BOTT. OR FILL @ o u ®o ®o u FOR SHAFT SIZE 12" 18" - - - N TYPICAL THICKENED LA AT STEEL STAIRS AIRS ° D 2 5 TOP & BOTT. ® #4 ®9' = z -� I= ---i 1 00 N.T.S. c °® EA. # SIDE & EA. CORNER TYPICAL STEP _ ' 0 SEE PLAN FORSLAB ELEVATOR PIT SECTION TYPICAL SUMP DETAIL FOOTING DETAIL 12" 1 #5 CONT THICKNESS (TYPICA°L) 3 BENEFICIAL N.T.S. (AT SIDE WALL) N.T.S. SEE PLAN FOR RECESS SEE PLAN y COMMUNITIES THICKENED EDGE (T.L. SEE PLAN a 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 3'-6" NOTE: ( )#4 �— INSTALL BELOW UPPER LAYER SEE PLAN FOR --� SEE PLAN FOR INTERIOR CMU WALL I r, -ill=i l l5 Room 2 OF SLAB REINFORCING c , SEE SCHEDULE SEE PLAN FOR ---� (CTR ON CORNER) SLAB DESIGNATION EXTERIOR CMU ,HALL SLAB DESIGNATION FOR REINFORCING SLAB DESIGNATION I SEE NOTE ABOVE SEE FOR REINFDULE ORCING DOWELS TO MATCH®�P A A E E N �' CONT SLAB EDGE �'' I I s 0 C N VERTICALS r�� m 2 4 X 6'-0" I DOWELS TO MATCH DOW ELS TO MATCH N.T.S. E SEE PLAN VERTICALS SEE PLAN SEE PLAT s (SEE ON CORNER) T.O. SLAB x x x X , T.O.SLABOL SEE NOTE ABOVE /'� d`�RT'CAI S o -i - T.O. SLAB 0) mSummerset I � 1-1 � I I I III-III-� I� I I 1=1 I I ITI III -III. =1 III-1 I I I I �: -I 11=1 I I-1 L_ SEE PLAN -I 1=1 11=1 1= NOTE : SEE PLAN ,I ! 1=1 I I-1 1=1 11= -1 - - SEE PLAN - ( I i'= NOTE - ll- FILL ALL BLOCK CELLS -® -11 11- COMPACTED- �-i � � �- -' -s T.O. FTG _ T. 0. FTG FILL T.O. FTG li - FILL ALL BLOCK CELLS 0 - C Apartments ro �1 WITH 3000 P.S.I. WITH 300C P.S,I, I a'RiI�:ARY. BARS. __ CONCRETE • m----- r`'S RET BI_� �V GR D .� \ g 1 COMPACTED I _mo_� O t RITE BELOW GRADE a FILL , I COMPACTED C 4 I I FILL- I A. r� I 0 SEE SCHEDULE FOR 3' CLR. I 3" CLR. L�,� FOR I �y:IRa;E- SEE PLAN FOR ADD L,_ SCHEDULE � 3' . a SLAB REINF. FOR FOOTING SIZE NOTE : FOR EFOOTING -li 1 I 3 N k a AND REINFORCING Ia B l SEE SCHEDULE FOR FILL ALL BLOCK CELLS AND IREINFO:F,,CING g s e E phyrhills, F� FOOTING SIZE & REINFORCING WITH 3000 P.S.I. _ CONCRETE BELOW GRADE Er� :°B °'`a L ` T 9E£ ' a 4 I e,, 3 9 �.._ S I�\.'.•.'TYP. SLAB CORNER REINF. TYPICAL EXTERIOR WALL mOOTIN( TYPICAL INTERIOR STEMWALL FOOTING AA` L FO�9 DOOR v� vxva�w q_ M" `�--. ':.T.•'a y"+Y. E T maru 3��.2. csZra-er—'S'. '.a3'zt4FYH.snn9 �,' Y'-�� `1. 1't t,., f N.T.S. N.T.S. N.T.S. : I _ -.. �.. tv i E g' � I: k� MASONRY FILLED CELL, SEE PLANI FOR REINF . (TYP.) L x Li 13 P I .. .. BAR - j BAR t i � 0 �30 r BAR � LA z �.J 0 Pill j� FM i ----�---�----�--1 -I-I---�-----I---fir �- !--- --�- CORNER SPLICE BARS TO BE SAME - - - 8 a MASONRY : I I ; I GROUT -FILLED CELLS - SIZE AND QUANTITY AS PRIMARY ° Jo P E. 171 L_------1-L__-__J__-__-_-�- � 3000 PSI (TYPICAL.) BARS. John Gutherman Jr., -- I I r 0 1 I ' _ (WINDOW & DOOR OPENINGS (WINDOW & DOOR OPENINGS X _ m I C .. B �. `� L REG #6 8 R CONT. LATERAL — --------I—_-- I _—�-- I_-- I PICA' I TE SECTS a $ CORNER RS ° BRACING AS READ » >� 7'-0" WIDE AND LARGER) 6'-6" WIDE AND SMALLER) vi - f —1 I PROVIDE PREFAB. L I I I o SET DISTRIBUTIONS: JOINT REINFORCING A , W O „ Z I I AT A S A FOOTINGS AT ALL CORNERS 0 P.T. 2x BUCK W/ Y4 x 3Y4 P.T. 2x BUCK W/ Y4 x 3Y4 o Q - - I�--_-------_F---1 I$ T_---� - -� -� 1{ --i- -- » 2 05138/15 BID &PERMIT SET TAPCONS AT 8 O.C., START TAPCONS AT 16 O.C., START _I o II I= II 4 1/2 x 4 1/2" CUT SCALE: N.T.S. » » Do = II II ii - PROVIDE PREFAB. T 4 FROM CORNERS. 4 FROM CORNERS. Q r 4__�__-__-__I-__ �_ _ _MASONRY IN r�EC I:OIa a Q Q JOINT REINFORCING AT 1_. --� I I �- - - -� - i &CLEAN -OUT HOLE. In ALL T-INTERSECTIONScc a BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO SHEATHING DiAG BRACING PLAN VIES ` PLAN VIEW I CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. ��, ®® � �-�-DOWELS TO 45• - �` MATCH VERT. � COMPRESSION WEB G.C. TO COORDINATE OPENING DIMENSIONS. B0•TAJD ARD HOOK SLOPING OR VERT DIAL BRACING NAILED TOP AN€� BOTTOM CONT LATERAL BRACE TO OPPOSITE SIDE OF MASONRY CONCRETE MASONRY TYPICAL WOOD DUCK TO CONCRETE /� g WEB TO PREVENT LATERAL COLUMN TYPICAL MASONRY I� ILLED CEL I� DE I AID.. CEILING MOVEMENT - AT 20' O.C. CONNECTION DETAIL m CONT LATERAL BRACING LOCATED ON OR NEAR EjQ. d PANEL POINT e SEE NOTE 2 BELOW" I ' 8" MASONRY 6 EXTEND JOINT REINF. 6" i PROVIDE DOVETAIL ANCHOR CONCRETE 8„ '- (2) CONT. I E COLUMN €--PROVIDE (1) #5 ' 6 TOP AND INTO CONCRETE COLUMN SYSTEM @ 16 o y. TO MATCH COLUMN € I EACH CELL I � B d - HORIZ. JOINT REII�aF: � � '. � �I I � BOTTOM ao PLAN VIE W PLAN VIE I SHEET REVISIONS: I I r- 8' MASONRY €p w� I {MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER Os_MII), -- - Zy O.C. I• '�� , ME I�l. 0 I 10 - TYPI� MASON Di�TAILS ----- ° ®, € — .T.S. ; I #5 EACH CELL E - DIAGONALS FORM BOTTOM CHORD fir' - (3) TOTAL 1=-4» �! , _ , 0 BRACED BAY 0 20 FT OF TRUSSES CON .,RR` E II E F A � .'� : I D � � LE u INTERVALS; REPEAT ® (TYP) �� - j - BOTH ENDS 1. CONCRETE SHALL BE 4000 PSI STRENGTH. 2. PROVIDE 1Y" CLEAR COVER OVER REINFORCEMENT, � 1. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN CONSTRUCTION PAPER 3. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. o ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING OIL ONE SIDE ONLY - WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, TERMINATE HORIZ. CAULK AND PI�EMOLDED �", HIB-91, BRACING IN THE PLAN OF THE WEB MEMBERS REINF. AT THE JOINT FOAM BACKING ROD Mkt® M�ASNORV COLUMN SCHEDULE a. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE " 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB REINF. CELL OR COL. 2, PROVIDE 9 GA. GALVANIZED LATERAL REINFORCING @ 8" O.C. HORIZONTAL. MEMBER AS REQUIRED. CONC. SEE PLAN 3. GROUT REINFORCED CELLS SOLID WITH 3000 PSI GROUT. 0 4. MASONRY COLUMNS SHALL BE CONTINUOUS FROM FOUNDATION TO TOP OF WALL. b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL FILL VOID SOLID WITH 6 BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS MORTAR. (2) #5 C BRACING IS TO BE CONTINUOUS. O DISCONTINUED WALL c. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS LATERAL REINFORCING (2) #5 E REQUIRED, ONE AT EACH VERTICAL WEB MEMBER v CLOSEST TO BEARING LOCATIONS. PLAN VIEW EDITED BY: JG 2. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS NOTES %(2) #5 LATERAL BRACING SPACED AT 8'-0" 0. C. WITH A CEILING 1.- SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL PROJECT NO. 14-2984 ATTACHED TO BOTTOM OF TRUSSES. OR IF NO CEILING CONTROL JOINT TO TOP OF WALL. �- I� FULLY GROUTED (0 '_ FULLY GROUTED `°! N FULLY GROUTED FULLY GROUTED t3 IS ATTACHED TO BOTTOM OF TRUSSES BRACING SHALL 2.- CONTROL JOINT SPACING NOT TO EXCEED 25 O"o.c. v � � BE MIN. 2 x 4 @ 36" O.C. NAILED TO THE TOP OF THE I IN WALLS WITH MORE THAN 25'-O" OF UNINTERRUPTED y` CONT. REINF PER ev ° n€ C�� - BOTTOM CHORD. DIAGONALS PLACED AT 45• TO THE MASONRY. REFER TO D','G'S. FOR ADDIT ONAL SPECIFIED CONT. REINF PER CONT. REINF PER CONI. REINF PER DESIGNATION t7 LATERAL BRACES SHALL BE LOCATED AT EACH END. LOCATIONS AS NOeED THUS (WCJ) �--a DESIGNATION DESIGNATION DESIGNATION IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL 3.- CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. ' LU 0 U-SHAPED PRECAST U-SHAPED PRECAST U-SHAPED PRECAST LU BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. U-SHAPED PRECAST CONCRETE LINTEL 3/8" BACKER ROD & CAULK L- 1 L®2 CONCRETE LINTEL L- CONCRETE LINTEL i — CONCRETE LINTEL 0 3. TOP CHORD BRACING SEE ARCH. 'DWGS a. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP I (8F8-1 B) ($F16-1 B/2T) (8F24-1 B/2T) {8F32-1 B j2T} CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPRAGHM ACTION, BRACING IS NOT REQUIRED. a> w C.M.U. PRECAST LINTEL SCHEDULE , _ ® AILS 8F16-2Bj21 b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING BACKER ROD & CAULK N.T.S. 4 g U IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 80 BAR SEE ARCH. D`NGS NOTES: Y i ?` r �� FEET IN LENGTH, DIAGONAL BRACING SHOULD BE 1, PROVIDE A PRE -CAST CONCRETE LINTEL OVER ALL OPENINGS, UNLESS NOTED OTHERWISE. INDICATES NOMINAL ` 1D H E O CA71ES Nt M03 F, h REPEATED AT 20 FOOT INTERVALS. � i S' °'�''�L PER MP,NUFACTIIRER RECOMMENDATIONS. INDICATES NOMINAL E_,EEP r-1 OF #5 REBAR GIB' � ALTERNATE s E .CID 2. MORE PRECAST LI N I� 3. VERIFY WITH ARCrEI €I< `URAL DRAWINGS FOR SIZE & LOCATIONS OF OPENINGS. L-._---INMCATED NUMBER TRUSS PROMsIDE 4" MIN BEARING 0 EACH END. OF #5 RESAR 8071OM Q WOOD TRUSS BRACING DETAIL CMU WALL CON T OL � OI N T " W DETAIL 5. PROVIDE A PRECAST LINTEL Wffld A 2" RECESS AT DOOR LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS. 6. FOR 12» (NOM MASONRY LINTELS 1 7 CONTINUOUS MAY BE SUBSTITUTED FOR (2) #5 CONTINUOUS. S3.01 N. r.S. ) { ) t. #F#--#B j#T INDICATES DESIGNATION. L 0 135�-8" 1J'-8 1Q'-1ly~ 0'-2" 1 13'-0" WF_ �_� ' ---- ---- ---' 110 7_ F __7 F_ =r _F ul- NOTE 3 TE NO NOTE 3 J L � N~�@ �NN ��.mR�l " �~l=� �JiN~~� 0^���� ��� ���]� »' »^ ��� ��� � ��0������ � ~~ ��� ������� ���. � �� ���� �-0 ������ m=° ~�, ��~�� m� = _�' m " ==~ _- = �� � "L ° — 7_ YF-4 ^Q�~ _\TL_:7 Uj ME �W-2M:� j DILL REINFORCING TRANSVERSE — BOTTOM BOTTOM BOTTOM 1. B° MASONRY WALLS SHALL BE TYPE "WW-1"' UNLESS NOTED OTHERWISE. 2. WALL SEGMENTS SHALL BEE REINFORCED WITH SGA. GALVANIZED LATERAL REINFORCING 0V18" O.C. HORIZONTAL EXTEND RBNFORCNC 8" INTO POURED EL[MENTS AND AROUND ENCASED STEEL. 3. PLACE AN ADDITIONAL VERTICAL INALL RBNFQRC|NQ ROD AT ENDS OF W4LL' |NTERSE1131IN0 WALLS AND AT EACH SIDE OF OpEN|NGS. GROUT CELL SDUD FULLHE|GHT. 4. Al MASONRY R8NF�RCED C[LGLU WITH OOO PSI GROUT MIX. LR�L �CMU = CDNCRETE MASONRY EPAULNUP 1. TOP OFSLAB ELEVATION =V-0". TTS0RORREFERENCE ONLY SEE CIVIL FOR TRUE NQVD ELEVX-PION. 2. MF-#iND!CA7E3WQW8L|TH>CFODIHNG. �F-, INDICATES �ALL '3�R|P` FDO-IIN& F�iND|C4TE� SPREAD FOO�N�. TOP OF STRIP AND SPREAD FOO-HNG ELEVATION IS 1'-4" BELOW LOWEST ADJACENT GR4DE, UNLESS NOTED 0THERYNSE TE. INDICATES THICKENED EDGJE, SEE TYPICAL SECP0N SHEET S3.0. SEE PLAN FOR LOCATI0N AND SCHEDULE FOR SIZE AND REINFORCEMENT 3. 4" CGNC SLAB-ON-GURADE w/ 011.4 x W1.4 WYh- ON 10 MIL VAPOR BARRIER ON CDMPAC"TE8, TREATED SUB -SOIL (TYPICAL). 4. PROVIDE SLAB C0NTROL/C8NSTRUCTI8N JOINTS /C.J.\ AS INDICATED IN "TYPICAL JOINT AT3LAB_ON-GRADE" DETA|L, ON SHEETS.3.O1. COORDINATE LOCATIONS WITH ARCHITECTURAL FINISHES. 5. VER|FYSTEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 0. MW-#|ND|CATE3 THE CONCRETE MASONRY UNIT (CWU) WALL TYPE. SEE MASONRY WALL 3OHEDUiE ON SHEET S3.11 FOR SIZE AND REINFORCEMENT. ALL MASONRY WALLS ARE TYPE WW-1 UNLESS NOTED OTHERWISE. 7. PROVIDE VERTICAL MASONRY WALL CONTROL JOINTS (WC.) AS INDICATED IN DETAIL ON SHEETSJ.01. COORDINATE LOCATIONS WITH ARCHITECTURAL FINISHES. 8. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES. PLUMBING FIXTURES (SINKS, T0|UETS AND TUB3), ELECTRICAL RUNS AND DUCT WORK. COORDINATE VNTH HVAC CONTRACTOR. Q. WC-# INDICATES THE L08A-110M OF A MASONRY COLUMN. SEE SCHEDULE ON SHEET S3.01. 10. SEE TYPICAL MASONRY WALL SECTIONS. INCLUDING 'TYPICAL EXTERIOR WALL FOOTING". "TYPICAL INTERIOR STEM WALL FOOTING" AND "TYPICAL EXTERIOR STEM WALL FOOTING AT DOOR" ON SHEET33.0. 11. WHERE' CMU WALL BUMP -OUTS, OCCUR PROVIDE ADDITIONAL FOOTING 0~ PAST EXTERIOR FACE OF CWU WALL. EXTEND TRANSVERSE REINFORCEMENT INTO THE BUWP-OUTAND ADD M\ #5OOONT�NU0US. 12 ULU�-7U�| INDICATES LIGHT CAUGE METAL STUD WALL AT 'CLUBHOUSE. METAL STUDS SHALL B[ SPACED AT 1122~ O.C, AND CENTERED UNDER ROOF TRUSS A8OV[. PROVIDE �� STUDS CENTERED UNDER GIRDER TRUSSES. SEE LIGHT G'AUGE NETALDET�|N �HEET34�O1 AND GENERA' NOTES L INFORMATION. ATEACH SIDE 0FOPENINGS/ HEADERS PROVIDE A S|MP5ON S/HDU4or3/HTll4ANCHOR - STUD PACK TO FOUNDATION. 13. PR8NDE A, STEPPED F&UNDATiON WHERE INDICATED. SEE ~TYPICAL STEPPED R0011INQ DETA|L= ON,SHE[T3�.0�. ARCHI���~��lT��TU��� �� TECTURE . �_�� / ��/^�_ �� ` !�J-�����I���� ������|���� UhJ�� � u� '��nm��o� ���_��,��'�, u/���. � pLANMG I | INTERIORDESIGN i / 745ohentoavenue, suite 1121 / aKamonboophnga. D327Q1 | phon**4O7.83O.14OO ' fax. 407830.4143 / . AA0002731 � www.fnmmarchitectune.00m| B I at 1ENEFICIAL � COMMUNITIES 8550S. Tomiami Trail Suite 0D8umetx FL34230 ZeDhV[hillS,FL EDITED BY: JG | o— e3} SCALE. 3/32€" _ 1-0" 4°-4" 18'-8" i 69-2y4" 12'-0" 175-2Y4" 37'-0" 13'-8" 22'-8" 2� 2 ,� —8- 10,-8" 1 8'-8" WF-4J�, I? ;' f W; — 4 WF r4_ vw - 4 FIZZ: Wfl 4 3 } I egg 5§ i€ I F 7 r I T.E. STAIR xs c - _ a g} 1 €. i® s �:OTE 3 NC,v _ e 1 �Fr 3''a0 NOTE 13 749-0„r ;P� 1 , .3 i l --- I WF-5 WF-5 J L EVE-5 ONOTE �I s r I STAIRS WF-3 NOTE 3 i T.E. WE WF-5 I N0 Lo 1�1?_ I NOTE 13 71'-0 �4" 37'-8" NOTE 1" NOTE 3� 6'-10" 11'-4" � � l � � I � � 1 � � j NOTES i 9 N 13 %K I T.E. I E. L I 1 1 5-4" 11'-0" { 25'-8" € 199 n4" 1 25 —8' m8.9 . v j Nf 3 I I NOTE 3 l/t i I NOTE 3 3 0 co I I � L WF-3 __j i J ; o i i F w a 10" 6'-2" NOTE 3 E cra � € T.E. II —3 i � T.E. I i < STAIR 1 y-. ' ! ,- NOTE 3 i i � T.E. I , — i NOTE ,3 1 � � I I I iI I Uj L J WF-4 :_1 I r� T.E. L 1-74 4'-4" 11'-4" I 13'-0" 6'-6" 14'-0" 1 13'-4" 5'-4" FOOTING SCHEDULE fir1:�, e8 . � �t E � € ,L ��°�t 0 i�,a?E�!lJ °`I-QTI` x DcPJw a f1. N('Tl'H. ` r eF-1 O-,9A� {, ; — BOTTOM - "is � @ m r.. t.ilb4 3. ':y�p" °a CONTINUOUS Y ANS.ERSE — BOTTOM _ #5 0IY I & # 0 48" O.C., ,' a.. x , _ .. _4 34 lI° „ " � TRANSVERSE ERSE BOTTOM ICI . z — 1 s .°0.1 ° a7g 6 OOP E . 6 0 10" 0.0„ TRANSVERSE — BOTTOM - ( 3 5 E i� SAY, TOP AND 2y a — " x 12 : x 2_—6 a'"' BOTTOM r �. �.�R— 9 3-6" 6 � f �� �ALrI. B WAY, 9 , TOP AND 35 1 a 6° x 12" x 3 —�6 " BOTTOM MASONRY ALASCHEDULE a MARK PATTERN THICKNESS REINFORCING mvv_1 8" CMS #5 0 40" O.C. 83, CMS 5 0 32" O.C. fi MA �AIvRY _WAS 0; 4.° ii" MASONRY WAI S SHAD BE TYPE 9 �I' ' 1 "° UNLESS NOTED OTHERWISE. 2< AL SEf. AIEN f SHALL BE REINFORCED ' €TI I GA, GALVANIZED LATERAL REIN FORCI„ G 0,6" O,C, HORIZONTAL. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 1 PLACE, AN ADDITIONAL #5 VERTICAL WALL REINFORCING ROD AT ENDS OF WALL, INTERSECTING WALLS AND AT EACH SIDE OF OPENINGS. GROUT CELL SOLID FULL HEGIH . 4 ALL IMIASONRY REINFORCED CELLS SHALL BE IaIL LFD WITH 3000 PSI GROUT MIX. ➢Q CSs:U = CONCR 1E WASONRY.UNI.3 a r e .& °E- . U O4 AB AFi, N s THIS IM ,FOR REFERENCE ONLY SEE CIVIL P�� =1; ; �E= RON. 2. MIF ; P F4 A LS €v- NOI I T 'SI aOTIN '. _ p 0 tg DI # a PREAD FOOT. i Or �IPIP AND S AO F007NNG ELEVATION IS 1' 4" BELOW LOWEST SEE Nf� FOR L4., ..E=F r:N_ .. €'_,.r,. F E FOR .�s, AND reINA REINFORCEMENT. ISLAB-ON-GRADE_1 6x6, 'VO �,t, 4 W'af3, ON 10 MIL VAPOR BARRIER ON COMPACTED, iREAT1._D SUB —SOIL (TYPICAL). 4. PRO'Y"IDE SLAB CONTROL/ CONSTRUCTION JOINTS (C.J) AS INDICATED IN ECA JOINT AT SL B ON—GRADUE' DETAIL, ON SHEET S3.01. COORDINATE LOCA_nONS W`41m ARCHITECTURAL KNISHES. 5, VERIFY STEPS AND SLOPES NTH ARCH! DRAWINGS PRIOR TO CONS T RUCTION. 6. MW—# INDICATES THE CONCRETE MASONRYUNIT fCMU) WALL TYPE. SEE MASONRY WALL SCHEDULE ON SHEET S3.11 FOR SIZE AND REINFORCEMENT. ALL MASONRY WALLS ARE TYPE MW-1 UNLESS NOTED OTHERWISE. 7. PROVIDE 14TERTICAL MASONRY WALL CONTROL JOINTS (WCJ) AS INDICATED IN DETAIL ON SHEE a S3.01. COORDINATE LOCATIONS WITH ARCHITECTURAL FINISHES. 8. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORD. COORDINATE WITH HVAC CONTRACTOR. 9, MC INDICATES -PHE LOCATION OF A MASONRY COLUMN. SEE SCHEDULE ON SHEET ' s v 1. 1 O, SEE FlTiCAL MASONRY WALL SECTIONS, INCLUDING "TYPIPICAL EXTERIOR WALL F0.)T >x' ' , I C a t R OF STEM WALL FOGTIEG" °1D "TYPIC.AL EXTERIOR STM AL' . "O I NG A DOOF;' OIL SHEEN' S3<01. it HERE CMU WALL BUMP —OUTS OCCUR PRO VIDE ADDITIONAL FOOTING 6" PAST EXTERIOR FACE OF CMU WALL. EXTEND TRANSVERSE REINFORCEMENT INTO THE BUMP —OUT AND ADD (1) 05 CONTINUOUS. 12. I I I, i, 1 1NDICA` ES LIGHT GAUGE METAL STUD `?ALL AT CLUBHOUSE. METAL i UDS SI fit' , BE SPACEDAT 1 2 O.0 AEI CENTERED UNDER ROOF TRUSS ABOV' . e ,Ob'ID f 2"' STUDS UDS CE IisTERED UNDER GIRDER TRUSSES. SEE LIGHT GAUGE t� T�:_ D A . S ONSH T S4.0 $ AND � _� RAI NOTES FOR ADDITIONAL NOsA T ONIIL. A7a PACH S _ OPEN,G.,/ <DE S . ROADE s" AIM. SON ",`hD4 or SI/H F 4 ANCHOR STUD PACK TO FOUNDATION. 3< rI�C 4 T6R E D F UNDA. ON W°HSRf� I��DrA`�D. SEE " I YPICAI STEPPED c.O ;IN G DETAIC ON SHEET S7.I>1. 4 BENEP-lus' AL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 ?a John GUtherman Jr., P.E. FL. REG. #6o88o SET DISTRIBUTIONS, owriAm; IalnPPr-pm1T.qPT SHEET REVISIONS: I � i I S3.1 02""' JO 2'-0' /_---- �-8^ . / . � - | 1-4" Li lun� ^� `~".� 3-\ T ` 1-4" F 17'-4^ '-4 J'-4^ NWm� GUTHERmAN STRUCTURAL INC. u*nvneRCopCIRCLE ALTAMONTE SPRINGS FL 32714 'M TRANSVERSE — BOTTOM BOTTOM BOTTOM ' MASONRY WALL SCHEDULE MARK PATTERN THICKNESS REINFORCING 1. 8" MASONRY WALLS SHALL BE TYPE =MW-1", UNLESS NOTED OTHERWISE 2. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING 016^ D.C. HORIZONTAL. EXTEND REINFORCING 8" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 3. PLACE AL Y0\LLRE|NF0RC|NGROD AT ENDS OF Y%\LL UNTERSECTIN��ALLG AND ATEACH SIDE OF 0PBNNGS, GROUT CELL SOLID FULL HG0HT � AULN4SQNRYRBWFURCEO CELLc SHALL BE FILLED YMTH 3000 PSI GROUT MIX. 5. C�U = CONCRETE MASONRY UNIT ` 1. TOP OF SLAB ELEVATION = 0'-0^ THIS IS FOR REFERENCE ONLY SEE CIVIL FOR TRUE WGYQ ELEVA-1110N. 2� WF-#|ND1CATES MON@jTH!C F00_PlI`C& IFF-# |NDIC&TES WALL (ST-RIP) F007ING% Fl,,, lND5CA;R�S SPREAD F0011ING, TOP CF STRIP AND SPREAD FoOlfING ELIEV01ION 1S 1^-4" BELOW 0�NEST ADJACENT GRADE, UHLES8 NOTED 019HERV4SE. '.E. iWD|CATES TH|CNENED EDGE, SEE TYP1CAL SECW0N SHEET S3.01. SEE PLAN FOR LDCAllDN AND ;SCHEDULE FOR, SIZE AND REINFORCEMENT 3. 4' CONC 3LA8-0N-GRADE w/ 621-0, Y#.4x W1.4 IffiWIF ON 10 MIL VAPOR BARR|E0 ON C0 MllPA 0TED, TREATEO SU8-S�|L /'F1p}CAL\, ' � �8NDE S' AS 5,�OM O� C�����N J0�� /�l) � jN���D IN 'TYP!CAL J0!NT Al -ON UETA|ON SHEET SI81, COORDINATE L�C��OMS VmTH ARCH|TECTURAL F|N|SHEB� [i VERH-Y STEPS AND SLOPES MTH ARi"HOECTURAL DRAWINGS PRIOR TO CON3TRUC-110N. S. MW7#U«[XCATES THE CONCURETE MASONRY UNIT (CMU) WALL TYPE. SEE MASONRY WALL SCHEDULE ON SHEET 33.11 FOR SIZE AND REINFORCEMENT. ALL MASONRY VIA1LS ARE TYPE MW-1 UNLESS NOTED OTHERWISE. ' 7. PROVIDE VERTICAL MASONRY WALL CONTROL JOINTS (WCJ) AS INDICATED IN DETAIL ON SHEET S3.01. COORDINATE LOCATIONS VNTH ARCHITECTURAL FINISHES. EL SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC8LEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCTWORK. COORDINATE WITH HVAC CONTRACTOR, ` 9. MO-#iNDIC4TES THE LOCATION OF A MASONRY COLUMN. SEE SCHEDULE ON SHEET 33.01. 10. SEE TYPICAL MASONRY WALL SECTIONS, INCLUDING "TYPICAL EXTERIOR WALL FOOTING', "TYP|CALINTER|UR STEM WALL FOOTING" AND 'TYPICAL EXTERIOR STEM', WALL FOOTING AT DOOR" DM SHEETS3.U1. / 11. WHERE ChAlU WALL8UWP-OUTS OCCUR PROVIDE � DE &DDONALFOOTING 0" PAST EXTEER|OR FACE OF CWU WALL' EXTEND TRANSVERSE REINFORCEMENT INTO THE ANQ ADD /1) #5 CQNT!NU0US. 12. �T[�T[�� INDICATES LIGHT GAUGE METAL STUD WALL AT CLUBHOUSE. METAL STUDS SHALL BE SPACED AT 12^ O.C.` AND CENTERED UNDER ROOF TRUSS ABOVE. PROMDE (2) STUDS CENTERED UNDER GIRDER TRUSSES. SEE LIGHT QAUGE METAL DETAILS ON SHEET34.O1 AND GENERAL NOTES FOR ADDITIONAL \NFORWATiQN. AT EACH SIDE OFOPENINGS/ HEADERS PROVIDE 4 S|MPSON S/HDU4ur `VHTT14ANCHQR - STUD PACK TO FOUNDATION. 1 _3, PROV'1151DE A STEPPED FDUNDA-HON WHERE INDICATED. SBE ^TYpICAL STEPPED 7 | F00IMN0 DETAIL" ON SHEET '_33.01� 3/161' =1L-v. ARCHITECTURE & INTERIOR DESIGN, INC. 745orientaavenue, suite 1121 a#amnntesprings, fl327O1 phone:487.O3U.14DD fax:4O7.83O.4143 AA0OU2731 ZephyFhi|ls,FIL \\|y/ John GutherrnanJc.P.E FLREG.#6888o SET DISTRIBUTIONS: FOUNDATION U���� PLAN U ������K~x��U U��U� K-K~y��K� S10"F&I 3.13 FULL HEIGHT JAMB STUDS, SIZE TO MATCH WALL CALL -OUT. AT EXTERIOR DOORS PROVIDE (2) STUDS (2) ROWS OF #TO TEK BACK TO BACK & (1) i SCREWS AT 12" O.C., TRACK EACH SIDE STUD TO STUD CONN. + TYPICAL CRIPPLE STUDS SPACE AS NOTED IN GENERAL + I NOTES w 6" LONG SECTION OF + (1)#10 TEK SCREW STUD TYP. EACH FLANGE ATTACHED TO JAMB I I w/(4)#10-16 SCREWS. + '+ TRACK SIZE AND + GAUGE MATCH CALL -OUT FOR WALL. + CAP OPENING SIDE OF * + JAMB + (2) ROWS OF #10 TEK w/16 ga. TRACK + + SCREWS AT 12" O.C., ATTACHED TRACK TO TRACK w/(1)#10-16 SCREW + CONN. TYPICAL 0 16"o.c. IN EACH + I LEG. I + + + TRACK W/ NESTED STUD (' I + METAL TRACK AT AT HEADER BEARING + TOP AND BOTTOM + CONNECTION. + + OF HEADER JOISTS + " #10 TEK SCREWS #10 TEK SCREWS 0 8"O.C., TYP. ® 8-O.C., TYP. (2) UNPUNCHED JOISTS PLACED VERTICAL MEMBER SIZES SHALL BE AS NOTED TYPICAL LIGHT GAUGE METAL HEADER DETAIL PREFABRICATED ROOF TRUSSES AT 24 O.C. MAX., SEE PLAN PLYWOOD ROOF SHEATHING (SEE PLAN) WOOD BEAM, SEE PLAN SIMPSON H3 ANCHOR EA. END OF TRUSS -------\ ROOF SHEATHING, SEE GEN NOTES ---' L6x3Y2x9(6 x 3" ANGLE W/(2) )�70 A307 GALV. LAG SCREWS AT BEAM II HSS4x3xX6 (LLV) N MEMBER HSS3x3x)f6 BRACKET Y" CAP PLATE, TYPICAL CV� ROOF SHEATHING, SEE GEN NOTES (2) Y2"0 TYPE 304 SS STUDS WELDED TO STEEL BRACKET (V \L—P7 WOOD BEAM, SEE PLAN `O A5 RODS (GALV.).ALEP XYEAD ......... RODS 4}!" INTO GROUT FILLED CELLS TYP: 2'-6" ALL EXPOSED STEEL SHALL BE PRIMED AND PAINTED SECTION 6 3/4" = 1'-0" 54.01 WHERE BRACING TERMINATES AT BUILT-UP JAMB OR POST, EXTEND CHANNEL INTO PUNCH -OUT. USE 2"x2"x16 GAUGE CLIP ANGLE 1-1/4" LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS. x x + _'-- 1-1 /2"x16 GA (150U50-54) COLD ROLLED CHANNEL. AT 4'-0" O.C. MAX. VERTICALLY 2"x2"xl6 GAUGE CLIP ANGLE 1/4" LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. TYP. LATERAL BRACING SPLICE USE: (1)12" LONG CRC INVERTED OVER CENTER OF SPLICE w/(3)#10-16 SCREWS ON EACH, SIDE OF SPLICE. WALL STUD TYPICAL LIGHT GAUGE METAL WALL BRACING,Z BRIDGING DETAIL SEE ARCHITECTURAL ELEVATIONS FOR LOCATION OF BRACKET AND ROOF OVER WINDOWS. CONT. P.T. 2x6 LEDGER W/ )is" x 3Ya" TAPCONS AT 8' O.C., STAGGERED-\ SIMPSON SS U24 HANGER 2x6 RAFTERS AT 16" O.C. P.T. SP1 4x8 WOOD BEAM SIMPSON SS H3 ANCHOR PLYWOOD ROOF SHEATHING (SEE PLAN) X6 — Y4" CAP PLATE, TYPICAL - cV L6x3Y2x%i6 x 3" ANGLE W/(2) )CO A307 GALV. THRU-BOLTS AT BEAM ZZ HSS40016 (LLV) MEMBER HSS3x30 6 BRACKET MEMBERS. TYP. TYP N 2'-5" SEE SECTION 1 /S4.01 FOR ADDITIONAL INFORMATION ALL EXPOSED STEEL SHALL BE PRIMED AND PAINTED SECTION 7 3/4" = .1'-0„ �_o ADD'L #5 VERTICAL W-BEAM (SEE PLAN) BLOCK -OUT MASONRY & POUR SOLID W/CONCRETE AT EMBED IN MASONRY WALL. ADD #5 HORIZ. AT 8" O.C. IN CONCRETE BLOCK OUT 1 /4" CMU WALL (SEE PLAN & SCHEDULE) TYPICAL CONCRETE BLOCK OUT FOR STEEL BEAM EMBED DETAIL (3) -"4+ A36 ALL -THREAD RODS (GALV.). EPDXY RODS 02" INTO GROUT FILLED CELLS #4 DOWELS WITH HOOK 0 18"O. C. EMBED DOWELS 5" 16" 6" INTO BEAM W/ RAMSET "EPCON" EPDXY OR APPROVED EQUAL CONNECTION BY STAIR ENGINEER Y" PLYWOOD P.T. 2x6 PLATE 2x4 BLOCKING SHEATHING W/ 8d WA )WO x TOP W/(2) 1-0d NAILS AT NAILS AT 4" O.C. AT 3,Y" TAPCONS 16d EA. END 4" O.C. ALL SUPPORTS TO TOP OF WALL- NEW ROOFSHEATHING, SEE GENERAL NOTES GUTHERMANSTRUCTURALINC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:4o7.7ot.o875 LIC.#z8863 010herman STRUCTURAL WE WJ ♦. O� Off' '►O��►s �►�®0�,, �� �► �, ►► �, ff >� NILs TYPICAL PLYWOOD BRACING DETAIL #4 DOWELS WITH HOOK ® 18"O.C.. EMBED DOWELS 5 INTO BEAM W/ RAMSET "EPCON" EPDXY OR APPROVED X EQUAL #4 x 1'-8" W/ STD HOOK 0 3'-4"c/c (1 PER PLANK JOINT) 0 00 10" HOLLOW -CORE 10" HOLLOW -CORE 3" BRIG. MIN. PLANK PLANK h%7%7" EMBED PLATE W/(4) )CO x 5" 1" MIN. HEADED STUDS. SPACE AT 4'-0" D.C. AND AT END OF ANGLE. PROVIDE EACH SIDE OF WALL. LOCATE EMBEDS CONT. L4x4x% LEDGER SO AS NOT TO CONFLICT EACH OTHER: ANGLE EACH SIDE OF WALL, AS REQ'D 8x2OY2"x CONT. CONCRETE TIE BEAM W/(2) #5 TOP AND 8" REINF. CMU WALL, SEE PLAN BOTTOM AND #3 STIRRUPS AT 18" O.C. SECTfON r5_'� 3/4" = 1'-0" �-o #4 x 1'-8" W/ STD HOOK 0 2'-0"c/c SEE ARCHITECTURAL DRAWINGS FOR 2" TOPPING TRANSITION CONT. #4 00fl nn000noo H C PLANK CONT. #5 SEE PLAN 8" or 6" HOLLOW CORE PLANK', 10" HOLLOW -CORE PLANK � SEE PLAN MASONRY LINTEL, #4 x 1'-8" W/ STD HOOK SEE PLAN 0 3'-4"c/c (1 PER PLANK CONTINUOUS 8x8 JOINT) KNOCK -OUT BLOCK BOND MASONRY LINTEL, BEAM W/(2) #5 CONT. SEE PLAN VERT. WALL REINFORCING CUT OPEN 1ST VOID ONLY TO PLACE #4 BAR 0 5'-0" O.C. AND GROUT IN VOID AND ADJACENT EDGE POUR (2) #5 CONT. AS SHOWN. ADDITIONAL WWF 2" TOPPING x 4 —0 x CONT. OVER BEAM 10" HOLLOW —CORE PLANK OL SEE PLAN T.A. HC SLAB #4 x 2'-8" W/ STD HOOK 0 EACH PLANK JOINT 1" MIN. DBL ANGLE SUPPORT, 3" BRG. MIN. SEE PLAN SECTION r9_'\� 3/4" = 1'-0" 1,54.01 \--PROVIDE PRECAST MASONRY LINTEL WITH 2" RECESS AS REQUIRED SECTION ri & = 1'-0" t 1 #4 x 1'-8" W/ STD 2" TOPPING HOOK 0 2'-0"c/c 10 HOLLOW -CORE PLANK CONT. #4 SEE PLAN T.O. HC SLAB CONT. #5 \_#4 BAR BENT BAR 0 18" O.C. 10" 81, 6" SECTION 11 3/4" = 1,-0" 54.01 I� FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANING I ARCFI11'rECTURE I KrBWR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: JG v PROJECT NO. 14-2984 i SECTIONS AND i DETAILS i S4.01 i ROOF WOOD TRUSSES (SEE PLAN) TRUSS HOLD DOWN (SEE PLAN) PLYWOOD ROOF SHEATHING, TRUSS HOLD DOWN 'SEE PLAN, SEE GEN. NOTES SHEATHING, NG ROOF SHE SEE GEN. ROOF TRU SEE PLAN -CONTINUOUS 8x8 KNOCK -OUT BLOCK BOND BEAM W/(2) #5 CONT. VERT. WALL REINFORCING C.M.U. WALL (SEE PLAN) 8Ec-n0N 3/4" l'-O" - �O2 Rl Sl ROOF SHEAll- SEE GEN. NO' TRUSS HOLI (SEE PLAN) CONTINUOUS KNOCK -OUT[ BEAM W/(2) PLYWOOD ROOF SHEATHING, SEE GEN. NOTES--, TRUSS ANCHOR, SEE PLAN NOTES PLYWOOD R( SEE GEN. N( WI ALL/ TPUSS BRIG. S :,F LA E PLAN WOOD ROOF TRUSS CONT. LT. GA. MTL. TRACK GYPSUM WALLBOARD EACH FACE OF STUD WALL AT TOP OF WALL, SEE GENERAL NOIES. METAL STUD WALL, SEE P STUD UNDER ROOF LAN AND GEN. NOTES YI I . 11 Lr GIRDER TRUSSES PROVIDE k `3) SECTION ris� 3/4" l'-O" �O2 sEc-nON 3/4" l'-O" �.O 2 STUDS, L. TRUSS BEAR NG AT T.0 WALL/ JTRUSS BRG., _TSEE PLAN 3, SEE PLAN LINTEL, _-AST MASONRY LINTEL WITH 2" RECESS AS REQUIRED F09W.Via- )CKING BTWN S W/ SIMPSON CH END SHEATHING, X NOTES T.0 WALL/ TRUSS BRG., TSEE PLAN PLAN PLYWOOD ROOF SHEATHING, SEE GEN. NOTES 1 Od AT 4" O.C. ROOF TRUSS OVER CMU SHEAR WALL W/ L_2X4 BLOCKING BTWN VERTICAL WEB MEMBERS TRUSSES W/ AT 16" O.C. SIMPSON U24 EACH END, AT BRACE SP2, TYP. ROOF WOOD TRUSSES H 10, TYP. (SEE PLAN) PLYWOOD ROOF SHEATHING, SEE GEN. NOTES—, TSP ENDS SECTION 3/4" = l'-O" �O2 CONT 2x4 PLATE TOP AND BOTTOM W/ #9x3Y2" WOOD SCREWS AT 6- O.C., STAGGERED ROOF TRU SEE PLAN 2x6 BRACE O.C. EACH WA4) 1 Od END SIMPSON HETAL16 GYPSUM WALLBOARD W/ EMBEDS AT 48" O.C.__No. 8-2Yz' DRY WALL VERT WALL REINFORCING ROOF SHEATHING, SEE GEN. NOTES - 2x6 STUDS AT 16" O.C. CONT 2x6 LEDGER WITH (2) #9x4' WOOD x SCREWS AT EACH STUD 2x6 SO! F PLATE ','ATH o x 5" SIMPSON TITEN ANCHORS AT 32" O.C. VERT. WALL REINFORCINI SCREWS AT 7' O.C. AT ALL SUPPORTS CONTINUOUS 8x8 KNOCK -OUT BLOCK BOND BEAM WA2) #5 CONT. S.M.U._WALL (SEE PLAN) BECMON (7� 3/4" l'O" _—AC4.92 DBL 2x6 TOP PLATE ROOF SHEATHING, SEE GEN. NOTES 10d A T 4" O.C. I TO LEDGER 10d AT 4" O.C. PLYWOOD ROOF SHEATHING, F SEE GEN. NOTES I \--r2x4 BLOCKING BTWN I TRUSSES AT BRACE W/ SIMPSON U24 EACH END ROOF TRUSSES, SEE PLAN — 2x6 BRACE AT 48' ' O,C. W/(4) 10d EACH END ® CONTINUOUS 8x8 KNOCK -OUT BLOCK BOND BEAM W/(2) #5 CONT. C.M.U. WALL (SEE PLAN) TRUSS HOLD D (SEE PLAN) — SEE `TYPICAL PLYWOOD BRACING DETAIL" ON SHEET S4.01 FOR ADDITIONAL INFORMATION -CONTINUOUS 8x8 KNOCK -OUT BLOCK BOND BEAM NIA21 #5 CONT. VERT> WALL. REINFORCING C.M.U. WALL 'SEE PLAN) SECTION 3/4" = l'-O" �O2 ROOF DECK SEE GENERAL NOTES.—— 2x4 BLOCKING BTWN TRUSSES 10;SIMPSON U24 EACH END, AT 'X-BRACING"--7-1 H, I LILA, + SECTION K8 3/4" = 1$-0$' \�LO �2 1_21 Vll:ll_L__ _T77 _17 H H Fi ING' W/4) H . 2x6 "X-BC RAW d 10d f-1.j EACH ENID, SPACED AT 4'-0' O.C. REINFORCED VIASONRYWALL SINGLE COURSE K.O. BLOCK (8x8) WITH A POURED IN PLACE COURSE BOTH W/ CONT. #5 EACH, GROUT SOLID AT TOP OF WALL ROOF TRUSSES, TYP., SEE PLAN [1911 --- ``- CONT 2.,x4 BRIDGING W,/(2) 10d AT EACH SUPPORT - AT EACH "X-BRACING- ColNT P.T �k� CONT, I I i- =GER W TA PCONS AT 12" O.C„ TYP. COIN'TINUOUS &8 KNOCK -OUT FLOCK BOND BEAM WA2) #5 CONT, BEOMON /1"- 5 -N-1\ 3/4" = l'-O" �SZ4:,O 2) r �ORUMN 0 ARCHITECTURE & 2 INTERIOR DESIGN, INC. d C PLANNNG I ARCH11TECTURE I lNTffaMDMM 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone- 407.830.1400 C fax. 407.830.4143 06 2 AA0002731 www foru march itectu re, com ■ 3550 S. 'I amiami Trail Suite 301 Sarasota, FL 34239 bummerset Apartments Zephyrhills, FL 0 it 16 7. V John Gutherman Jr., P.E. FL. REG. #6o88o SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: SECTIONS AND DETAILS JG SECTION f9 3/4" = l'-O" 54.02 !2 1. HOLLOW CORE PLANK BEARING ELEVATION: SECOND FLOOR (2ND), ELEVATION =9�-4" ELEVATION =10'-8" FOURTH FLOOR /4TH\ ELEVATION = 30'-0^ PROVIDE AN 8u8 KNOCK —OUT BLOCK COURSE REINFORCED WITH (2) #5 CON11NUOUS AND GROUTED SOLID PLANK BEARING ELEVATIONS AND TOP OF WAUL 2. TOP OF CLUBHOUSE- ROOF TRUSS BEARING ELEVATION = SEE PLAN. 3PROVIDE 10^ HOLLOW CORE PLANKS VNTH A 2" TOPPING IN UNITS AND BREEZEWAYS. SEE PLAN FOR LOCATIONS AND EXTENT PROVIDE 2^ (MIN.) CONCRETE TOPPING REINFORCED WITH 6x8—W2xW2 WWF CENTER OF TOPPING. PROVIDE A BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. 4. GALC8NYSLABS SHALL 11--GN03T0F6' HOLLOW CORE PLANKS WITH A STEP BETWEEN THE UNff AND THE BALCONY. 2^ (MIN.' CONCRETE TOPPING, REINFORCED YNTH 6x6—W2xW`2 WWF CENTER OF TOPPING, SHALL SLOPE AWAY FR0MI UN|TBY1*"I PROVIDE A BONDING AGENTD[T*EEN TOPPING AND HOLLO� CORE PLANK. EXL-BALCONY SLAB AT UNIT 84—UFAS. 85—DFAS & B8—UFAS SHALL CONSIST OF A 8~ PLANK WITH T0PP|MQ AND NO STEP 8ET0FEEN UNIT AND BALCONY. SEE ARCHITECTURAL PLANS FOR ADD|TIO#AL INFORMATION. |ND|�4TE5 HE CONCRETE �AS0W�YUT��UWALL E. EE�. MASONRY WALL 4SCHEDULE FOR S\ZE AND RE|WFORCEMENT, ALL MASONRY PALLS ARE TYPE ��-1 UNLESS NOTED 0THERV0SE. CLCR|CAAND PLU�8|N� MEP) DRAWINGS FOR LOCATIONG. SEWENE OF- PVC �LEEVES. PUJ�B|NQ RXTURES (SINKS. TO;LETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. C00RD|N&T[VNTH HOLLOW CORE @ANUFACTURER / C0NTRkCTOR. 7. L—#|N0CATE3 PRECAST MASONRY UNTO_ SEE SCHEDULE ON SHEETS5.01. & CB—#|NDiCATES CONCRETE BEAM. SEE SCHEDULE ON SHEET S3L0. B. STAIR MID —LANDINGS: CROUTCWU WALL CELLS SOLID AT MID —LANDING CONNECTIONS, 10. H—# INDICATES A WOOD HEADER/BEAM. SEE SCHEDULE BELOW. SEE SEC-118N FOR ADDITIONAL |NF0RMA-11IQN. 11. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF2'—O" O.C. CONNECT ROOF TRUSSES TO WOOD BEAM WITH S|MPS0N Hl EACH END. 12. pR0NDE A PRESSURE TREATED (PT) 2x6 LEDGER AT ROOF DECK BEARING, TYPICAL AT ROOF DECK ADJACENT TO MASONRY WALL. FASTEN LEDGER TO MASONRY WALL ;NTHY4"g x 3h' TAPCONS kT1'-4" O.C. 13. CLUBHOUSE ANDPUMP RD8@ A. PROVIDE PRE_FABR|CATED W00J ROOF TRUSSES. SPACE ROOF TRUSSES AT MAXIMUM OF 2'-0^ O.C. ROOF PITCH = 6:12. SEE ARCHITECTURAL PLANS FOR AD0lllONAL INFORMATION. SEE PLAN FOR ROOF UNES. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. B. CONNECT ROOF TRUSSES TO MASONRY WALLS WITH S|WPSGN HETAO6 EMBED ANCHORS EACH END. CONNECT GIRDER TRUSSES 'OVER 10'-0") VNTH TWO /2) 5!NPSON HETAL18 EMBED ANCHORS. C. CONNECT TRUSSES TOO TOP METAL STUD WALLS NTH TWO 3|WPSDN HTS16 TWIST STRAPS, STUDS IN METAL STUD WALL SHALL BE CENTERED UNDER TRUSS BEARING. D. G.T. INDICATES LOCATION OF A GIRDER TRUSS. 14. CLUBHOUSE ROOF TRUSS BEARING ELEYATON = 12'-0". UNLESS NOTED 0THERYNSE. 15. PRUDE AN xB �NOCK—UTCNOBL8C01URS[ REINFORCED #5 CON-PNUOU3AND GROUTED SOLID Al MID STAIR LAND|W0S, CONTINUE COURSE OUT TO THE END OF WALL. 1�� "WH" |N0�ATES � L�HT �AU�E WET�L HEADE�. 3E[ �ENERAL NOTES FOR SIZ[ AND L0HT GAUGE METAL DETAILS ON SHE[T S4,01 FOR FRAMINS !�RINII��.���������N��S�Q�DT��0� HBQHT �TU�S E-CH SIDE OF HEADER. �0NNECT STUD PACK TO FOUNDATION IMARK SIZE HARDWARE EACH END MASONRY WALL MASONRY WALL 1 THE SPECIES AND GRADE FOR ALL 2x MEMBERS SHALL BE SOUTHERN PINE,Nu2 or BETTER- ALL WOOD USED AT THE EXTERIOR CONDITIONS SHALL BE PRESSURE TREATED, (PI) ' 2 ALL CONNECTORS SHALL HAVE MAXIMUM (Max) NAILING. J NAIL 2—PLY 2x MBWBERS TOGETHER WITH (2) ROWS OF 10d NAILS AT 12" O.C. 4 FASTENERS SHALL HAVE END AND EDGE DIMENSION OF 2~, MINIMUM. SCALE: 3/32''= 1'-0" � � ARCHI�����A|T��TU��� �� TECTURE ^ �_�� , ��o^�— �� INTERIOR DESIGN, INC. 745orientaavenue, suite 1121 altamontosprings, fl327O1 phone:4U7.83O.14OO fax:4O7.O30.4143 AAO8U2731 www.h:mmorchitecture.com Z8phVrhiUs.FL A SHEET REVISIONS: a&HIERAIAN STRUCTURAL INC. 2*m/-1 sRCo,unCLs ALTIAMONTE SPRINGS FL 32714 HOLLOW CORE PLANK BEARING ELEVA-110N: SECOND FLOOR (2ND)ELEVATION = 8'-4" THIRD FLOOR (3RD).ELEVATION =19'-8" FOURTH FLOOR (4TH), ELEVATION = 30'-0^ PR(VIQE AN 8x8 KNOCK -OUT BLOCK COURSE REINFORCED WITH (2) #5 CONTINUOUS AND GROUTED SOLID PLANK BEARING ELEVATIONS AND TOP OF WALL. l TOP OF CLUBHOUSE ROOF DR0SSBEARING ELEVATION = SEE PLAN. I PROVIDE 10° HOLLOW CORE PLANKS WITH A 3" TOPPING IN UNITS AND BREEZEWAYS. SEE PLAN FOR LOCATIONS AND EXTENT. PROVIDE 2^ (MIN.) CONCRETE TOPPING REINFORCED WITH 8x8-W2xW2 V0NF CENTER OF TOPPING. PROVIDE A BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. 4, BALCONY SLABS SHALL CONSIST OF 6, HOLLOW CORE PLANKS NTH A STEP BETWEEN THE UNIT AND THE BALCONY. 2" (MIN.) CONCRETE TOPPING, REINFORCED WITH 0x6-W2xW2 ftf CENTER OF T0PP|NC, SHALL SLOPE AWAY FROM UNIT BY1X'. PROVIDE A BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. EXCEPTION: BALCONY SLAB ATUNIT B4-UFA3' 85-UFAS&88-UFAS SHALL CONSIST OF A 8^ PLANK VNTH TOPPING AND NO STEP BETWEEN UNIT AND BALCONY. SEE ARCHITECTURAL PLANS FOR ADDITIONAL |NF0RWA190N. 5. WW-# INDICATES THE CONCRETE MASONRY UNIT (CIM1U) WALL TYPE. SEE MASONRY WALL SCHEDULE FOR D|ZE �NDRBNFORCEMENT ALL MASONRY WALLS ARE TYPE UNLESS NOTED OTHERVNSE, P' SEE MECHAN|CAL, EUECTR|CAL AND PLUMBING (MEP) DRAY0N0S FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND T1,18S). ELECTRICAL RUNS AND DUCT�"V8RK. COORDINATE VNTH H8LLOWCORE MANUFACTURER / CONTRACTOR. T ��!���P���������������0. 8, �|N�C� �RE 8. EE ON SHEBSI0���. g. STAR MID- LANDINGS: GR8UTCMU INALL CELLS SOLID AT MID -LANDING CQWNEC'91DNS. 10. H-# INDICATES A WOOD HEADER/BEAM. SEE SCHEDULE BELOW. SEE SECTION FOR ADDITIONAL |NFORMAIRON. 11. PROVIDE PRE ROOF TRUSSES. SPACE ROOF TRUSSES AT MAXIMUM OF 2'-0" O.C. CONNECT ROOF TRUSSES TO WOOD BEAM WITH 3|MPSON H1 EACH END. 12. PROVIDE A PRESSURE TREATED (PT) 2x8 LEDGER AT ROOF DECK BEARING, TYPICAL AT ROOF DECK ADJACENT TO MASONRY WALL. FASTEN LEDGER TO MASONRY WALL WITH J/4"O x 3Y4" T4PCONS AT1"-4" O.C. �3. CLUBHOUSE AND PUMP ROOM: A. PROVIDE PRE -FABRICATED N0UQ ROOF TRUSSES. SPACE ROOF TRUSSES ATAMAXIMUM OF 2'-0° O.C. ROOF PITCH = 8:12. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR ROOF LINES, INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. B. CONNECT ROOF TRUSSES TO MASONRY 'NALLS WITH S|MPSON HETAL16 EMBED ANCHORS EACH END. CONNECT GIRDER TRUSSES (OVER 10'-0") VNTH TWO (2) S!WPSON HETkU6 EMBED ANCHORS. C f�0NNECT TRUSSES TO TOP METAL STUD WALLS WITH TWO S|WPS0N HTS16 TIVNIST STRAPS, STUDS IN METAL STUD WALL SHALL BE CENTERED UNDER TRUCS 9EAR|N(3. D. 8.T� |ND|CATE3 U0C, _OON OF A GIRDER TRUSS. 14, CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE. 15. PROVIDE AN 8x8 KNOCK -OUT BLOCK COURSE REINFORCED WITH (2) #5 CONTINUOUS AND GROUTED SOLID ATk�I|D STAIR LANDINGS. CONTINUE COURSE OUT TOTHE END OF WALL. 16L "MH~ iN0C&TE3 A UCHT GA.UGE WETAL HEADER. SEE GENERAL NOTES FOR �� AND U�T����B� ��� ON �BTS�O1 FOR FRAMING |NFORWA�0N. PROVIDE'A TRACK YNTH NESTED STUD AND TWO (2) FULL HEll G_HT STUOS, EACH SIDE UF HEADER. C0NNEC7 STUD PACK TO FOUNDATION NATH A SiWPSON 3/HDU4 or S/H714. MASONRY WALL MASONRY WALL 1THE SPECIES AND GRADE FOR ALL 2xWEM8ERS SHALL BE SOUTHERN PINE, Nu2 or BETTER, ALL WOOD USED AT THE EXTERIOR CONDITIONS SHALL BE PRESSURE TREATED, (P.T.� 2 ALL CONNECTORS SHALL HAVE MAXIMUM (Max)NAILING. J NAIL 2-PLY2x MEMBERS TOGETHER WITH (2) ROWS 0F1Od NAILS AT12^ O.C. 4 FASTENERS SHALL HAVE END AND EDGE DIMENSION OF 2^, MINIMUM. BUILDING � ��������� FLOOR FRAMING PLAN H �� ��hK �UU U �UU���~n � ~~ SECOND �U��U � ��U K �K ���� �� U��KUU��K �/ ��U ���K�� �~~ ~~~ "���-' " " � ~~� " ~�. ~�~ ._~ =�. " � ~~� " �� "�~ ~�~ " � " " ~" °~� " " ° � ~~~' " °~~" °" � SCALE: 3/32" = 1'-10" � � NTERIOR DESIGN, INC. 745ohentaavenue, suite 1121 eltamonhesprings, D327O1 phone:407.O3U.14O0 fox:4O7.O304143 AA0OO273i www.forumanchitectuns.com ago ano an a a an go 1-5ENEFICIAL � COMMUNITIES 3550S. Tumiumi Trail Suite 3010masvta, FL3423 ZephV[hillS, FL John CuthermanJc/P.E. FL. REG. #6O880 z� SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 PROVIDE MASONRY RAKE BEAM AT GABLE ENDS. REINFORCED WITH /1l#5 ATTOP COURSE. ' ~ - STP Sp P: .701.0875 63] 1, HOLLOW CORE PLANK BEARING ELEVATION: SECOND FLOOR (2ND), ELEVATION =&-4" THIRD FLOOR ( ELEVATION = 191-8^ FOURTH FLOOR (4TH)' ELEVATION = 30'-0. PROVIDE AN 8x8 KNOCK —OUT BLOCK COURSE REINFORCED NTH (2) #5 CONTINUOUS AND GROUTED 8OUQ PLANK BEARING ELEVATIONS AND TOP OF WALL, 2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. 5. PROVIDE 18" HOLLOW CORE PLANKS WITH A 2" TOPPING IN UNITS AND 0REEIEWAYS, SEE PLAN FOR LOOAMNS AND EXTENT PROVIDE 2. /M0k\ CONCRETE TOPPING REINFORCED WITH 8x6—W2xW2 WWF CENTER OF TOPPING. PROVIDE A BONDING AGENT 8ETVEEN TOPPING AND HOLLOW CORE PLANK. 4. BALCONY SLABS SHALL CONSIST OFG^ H8U-0W CORE PLANKS WITH A STEP BETWEEN THE UNIT AND THE BALCONY. 2" (MIN.) CONCRETE TOPF1NC, REINFORCED WITH 6x8—W2xW2 WYFF CENTER OFF TDPP|NQ, SHALL SLOPE A000' FROM, 'UNIT BY 1h'. PROVIDE A BONDING 4QENTBETWEEN TOPPING AND HOLLOW QVIRE PLANK, EXUC70-I10N; BALCONY SLAB ATUNIT B4—UFAS. B5—UFAS 8%BG—UFAS SHALL CONSIST OF A 8^ PLANK WITH TOPPING AND NO STEP. BETWEEN UNIT AND BALCONY. SEE ARCHITECTURAL PLANS FOR ADD111ONAL INFORMATION. / ) 5. WY—#UN0CATES THE CONCRETE MASONRY UNIT ,CWU, WALL TYPE. SEE MASONRY WALL SCHEDULE FOR SIZE AND REINFORCEMENT. ALLMASONRY WALLS ARE TYPE #W-1 UNLESS NOTED OTHERYNSE, 8, SEE MECHANICAL, EUE2TR{CAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING' FIXTURES (SINKS, TO|LETS AND TUBS)' ELECTRICAL RUNS AND�UCTWORK. COORDINATE YNTH HOLLOW CORE MANUFACTURER / CONTRACTOR. 7. L—# |ND|CATES PRECAST MASONRY L|WTEL. SEE SCHEDULE ON SHEET 85.01. 8. CV8—# |ND|-ATES CONCRETE BEAM. SEE SCHFDULE ON SHEET S3.0. Q 3T�R IM0—LAND�GS. GROUT' 00,11" 'WALL CELLS SOLD AT MO —LANDING CQ�NE��QNI 18^ H—# iN0iCATES A 'WOODHEADER/BEAM., SEES-1HEDULE BELOW. SEE SECTION FOR AU[UTRONAL lWFORMATION. 11. PROMIDEPRE—FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES ATA MAXIMUM OF 2^-0° O.C. CGNNECT ROOF TRUSSES TO 'WOOD BEAM WITH S|W9SON H1 EACH END. 12 PROVIDE A PRESSURE TREATED (PT) 2x8 LEDGER AT ROOF DECK BEA0NS, TYPICAL AT ROOF DECK ADJACENT T0MASONRY WALL. FASTEN LEDGER TO � MASONRY WALL WITH Y4"0 x 3X~ TAPCONS AT1'-4~ O.C. 15. CLUBHOUSE AND PUMP ROOM: A. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT WAX|MIUW 0F2`—O= Q.C. ROOF PITCH = 6:12 SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR ROOF LINES. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. B. CONNECT ROOF TRUSSES TO MASONRY WALLS WITH S|WPS0N HETAUG EMBED ANCHORS EACH END. CONNECT GIRDER TRUSSES (OVER 10'-0"\ WITH TWO '2\ 5|MPSON HETAL16 EMBED ANCHORS. P CONNECT TRUSSES TO TOP METAL STUD WALLS WITH TWO SIWPS0V HTS18 TWIST STRAPS. STUDS IN METAL 3THQ WALL SHALL BE CENTERED UNDER TRUSS BEARING. D. G.T. INDICATES LOCATION OF A GIRDER TRUSS. 14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE-. 15. AN 8x8 KNOCK —OUT BLOCK COURSE REINFORCED WITH (2) #5 CONTINUOUS AND GROUTED SQU0 AT MID STAIR LANDINGS. CON11NUECOURSE OUT TOTHE [ND OF WALL. 16L "MH° INDICATES UGHT GAUGE METAL HEADER. SEE GENERAL NOTES FOR S|ZE AND UQfT GAUGE METAL DETAILS ON SHEET S4.01 FOR FRAMING |NFGRMAOQN. PROVIDE A TRACK WITH NESTED STUD AND TWO (2) FULL HEIGHT STUDS EACH SIDE OF HEADER, CONNECT STUD PACK TO FOUNDATION YNTH A SIWPSON S/HDU4 or S/HT�4 MARK HARDWARE 17ACH END h�iASCNRY WALL MASONRY WMALL NOTE:' � THE 3PECIESANDGRADE FOR ALI 2x MEMBERS SHAl BE SOUTHERN PI or BETTER. ALL WOOD USED AT `IHEEXTERIOR CONDITIONS SHALL 8EPRESSURE TREATED, RP.T\ 2 ALL CONNECTORS SHALL HAVE MAXIMUM (Max) NAILING. 3 NAIL 2—PLY 2x MEMBERS TOGETHER WITH ( OF 10d NAILS AT 12" O.C. 4 FASTENERS SHALL HAVE END AND EDGE DIMENSION OF 2^, MINIMUM. / 745nrientaavenue, suite 1121 ! altamontesprings, N327O1 ! phono:4O7.830.140O ' h�� x�4U783[i4143 / ` /A0002731 ! vmww.hnrumorchiteutune.cnm BEN""EFICIAL COMMUNITIES 8550S. Tvmian� Trail Suite 301Sarasota, DL34239 ZephV[hil!S.F[ John CuthernlenJr, P.E. FLREG,#6O08O SET DISTRIBUTIONS: ������ FRAMING PLAN ������K� U��nu���U�U��� 264 BUTTERCUP CIRCLE R. IQD&EPRJAMRIKLIB� 1. HDLLOWC0RE PLANK SEARING ELEVATION: SECOND FLOUR (2NO)ELEVATION = 9/-4" THIRD FLOOR /3RU\ ELEVATION = 10'-8° FOURTH FLOOR (4TH). ELEVATH0N = 1-10'-0^ PROVIDE AN 8x8 KNOCK -OUT BLOCK COURSE REINFORCED WITH (2) #5 CONTINUOUS AND GROUTED SOLID PLANK BEARING ELEVATIONS AND TOP OF l TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVAT10N = SEE PLAN, 3. PROVIDE 10' HOLLOW CORE PLANKS WITH A 2" TOPPING IN UNITS AND BREEZEWAYS. SEE PLAN FOR LOCATIONS AND EXTENT. PROVIDE 2^ (MIN.) CONCRETE TOPPING REINFORCED WITH 0x0-W2xV2 WVF CENTER OF TOPPING. PROVIDE BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. 4. BALCONY SLABS SHALL CONSIST OF6^ HOLLOW CORE PLANKS WITH A STEP BETWEEN THE UNIT AND THE BALCONY. 2" (MIN.) CONCRETE TOPPING, REINFORCED WITH 6x8-W2nW2 VNNF CENTER OF T0PP|NG, SHALL SLOPE AWAY FROM UNIT BY1N'. PROVIDE AB0ND|NG AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. EXUCEJP-qDJLI- BALCONY SLAB ATUNIT 84-UFAS. B5-UFAS& 88-UFASSHALL CONSIST OF A 8^ PLANK YNTH TOPPING AND NO STEP BETWEEN UNIT AND BALCONY. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. 5. MV-1#|N0CATE3 THE CONCRETE MASONRY UNIT (CWU) WALL TYPE. SEE NAASOHRYWALL SCHEDULE FOR SIZE AND REINFORCEMENT. ALL MASONRY WALLS ARE TYPE MW-1 UNLESS NOTED OTHERWISE. 0, SEE MECHANICAL, ELECTRICAL AND PLUMBING /WEP) DRAWINGS FOR LOCATION OF PVC SLEEYES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH HOLLOW CORE MANUFACTURER / CONTRACTOR. 7, L-# INDICATES PRECAST MASONRY LINTEL, 71E SCHEDULE ON SHEET S3,0. 8, CS-�|N�|CATES CONCRETE 8EAW. SEE SCHEDULE ON 3M[ETSIO1. & STAIR WD-LANDINGS: CR0UTCWU WALL CELLS SOLD AT MID -LANDING CONNEC�0NS' 10. H-# |ND10&TES) A WOOD HEADER/BEAM. SEE SCHEDULE BELOW. GEE SEC-RON �0NkL FOR AQD|!NFORMiATION 11- PROVIDE PRE-FA8R|CATED 'WDOD �00F TRUSSE& -SPACE ROOF TRUSSES AT A W&X}MU# OF 2`-0" D.C. 08#NECTROOFTRU�SE5TD WOOD BEAN WITH S|MPSON H1 EACH ENQ� 12, PROVIDE A PRESSURE TREATED (PT) 2:6 LEDGER AT ROOF DECK BEARING, TYP|CAL AT ROOF DECK ADJACENT TO MASONRY WALL, FASTEN LEDGER TO MASONRY VALL YNTH %"0 x Jy4' T�P�ONS AT 1'-4" O.C. 13. CLUBHOUSE AND PUMP ROOM: A. PROVIDE PRE -FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" U.C. HOOF PITCH = 6:12. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR ROOF LINES. INSTAL" ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. B. CONNECT ROOF TRUSSES TO MASONRY WALLS WITH C|WPSUW HETAL16 EMBED ANCHORS EACH END. CONNECT GIRDER TRUSSES (OVER 10'-0") WITH TWO (2) S|MP3ON HETAL16 EMBED ANCHORS. C. CONNECT TRUSSES T0 TOP METAL STUD WALLS WITH TWO S|NPS0N HT316 TWIST STRAPS. STUDS IN METAL STUD WALL SHALL BE CENTERED UNDER TRUSS BEARING. D. G.T. INDICATES LOCATION OF A GIRDER TRUSS. 14` CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-f0", UNLESS NOTED OTHERWISE. '5i PROVIDE AN 8x0 KNOCK -OUT BLOCK COURSE REINFORCED WITH (2) #5 CONTINUOUS AND GROUTED SOLID AT MID STAIR LANDINGS. CONTINUE COURSE OUT TO THE END OF WALL. 41 Fj. ^WH° INDICATES A LIGHT GAUGE METAL HEADER. SEE GENERAL NOTES FOR SIZE AND LIGHT GAUGE METAL DETAILS ON SHEET S4.01 FOR FRAMING |WFDRMATUN. PROVIDE A TRACK WITH NESTED STUD AND TWO /2\ FULL HBGHTSTUD8 EACH SIDE OFHEADER. CONNECT STUD PACK TO FOUNDA110N WITH A SiMP3ON S/HDU4or8/HTT14. MASONRY WALL 1 TNE 3�ECAE3 AND GRADE FOR ALL 2x MEMBERS SHALL BE SOUTHERN PINE, No.2 or ��. AL, WOOD, USED AT �E EXTERIORCONDITIONSSHALLBE PRESSURE 2 ALL CONNECTORS SHALL HAYE MAXIMUM (Max)NAILING. 3 NAIL 2-PLY 2xMEMBERS TOGETHER WITH (2) ROWS OF 10d NAILS AT 12~ 0,C. 4 FASTENERS SHALL HAVE END AND EDGE DIMENSION OF 2°, MINIMUM. U~'UlLr"NkN'" I THIRD Fw R n~� M11NG P1 LAN � � INTERIOR DESIGN, INC. 745orientaavenue, suite 1121 altamonhaephngs, fl327O1 phune:4O7.83U.14OO hsx:4O7.O3O.4143 AA0OO2731 wmw.forumamhihaoturecom B 8 Ill E"NEFICIAL COMMUNITIES 8558S. Tamiami Trail Suitm301 Sarasota, FL3423 John Guthennan]c.P.E. FLREG.#6088O SET DISTRIBUTIONS: GUTHERMAN STRUCTURAL, INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 16,81,64 t H0LL0W CORE FLANN 8EARIN G ELEVA71ON� =A-4 TM01R0 FLOOR ( = 19'—�� ����F�����lE�V�0 =��� PROVIDE AN8xSKNOCK—OUT BLOCK COURSE REINFORCED WITH ^2> #5 CONTINUOUS AND GROUTED SOLID PLANK BEARING ELEVA_1qONS AND TOP OF 2^ TOP OF CLUGH&USE @D0F TRUSS BEARING ELEVATION = SEE PLAN 3. PROVIDE 10" HOLLOW CORE PLANKS WITH A 2" TOPPING IN UNITS AND BREEZEWAYS. SEE PLAN FOR LOCATIONS AND EXTENT PROVIDE 2" (MIN.) CONCRETE TOPPING REINFORCED WITH 6x0—W2xW2 WWIF CENTER OF TOPPING. PROVIDE A BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. 4. BALCONY SLABS SHALL CONSIST OF G~ HOLLOW CORE PLANKS WITH A STEP BETWEEN THE UNIT AND THE BALCONY. 2. (MIN.) CONCRETE TOPPING, REINFORCED WITH 6x6—W2xW2 N80F CENTER OF TOPPING, SHALL SLOPE AWAY FROM UNIT BY1M". PROVIDE A BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. ' BALCONY SLAB ATUNIT 84—UFAS, 85—UFAS & 88—UFAS SHALL CONSIST OF A 8^ PLANK WITH TOPPING AND NO STEP BETWEEN UNIT AND BALCONY. SE[ ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. S. WW—# INDICATES THE CONCRETE MASONRY UNIT /CWU\ WALL TYPE. SEE MASONRY WALL SCHEDULE FOR SIZE AND REINFORCEMENT. ALL MASONRY WALLS ARE TYPE MV-1 UNLESS NOTED OTHERWISE. 6, SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OFF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE "WITH HOLLOW CORE MANUFACTURER / CONTRACTOR. 7. L—#|N0CATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. 8. CB—#|N8|CATES CONCRETE BEAM. SEE SCHEDULE ON 3HEETSiD1, 8. STAIR IMID—LANDINGS: GROUT CWQWALL CELLS 88UD AT MID —LANDING CONNECTIONS, 10. H—If INDICATES WOOD HEADER/BEAW, SZEE SCHEDULE BELOW. SE[ SECTION FOR ADD0ONALiNFORWA7HOW. 11. PROM 0E PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A ' MAXIMUM 0F2'—O" 0.C. CONNECT ROOF TRUSSES TO WOOD BEAM WITH SIWpSOW M1 EACH END. 12' FRONDE A PRESSURE TFREATED (PT) �x� BEARING, AT 8E�R|� T�,|�AL ATBD0FDE�K ADj��[NTT0 WAS0�RY WALL. FASTEN LEDGER TQ WASONRYLL9NTH X", x 7,4" TAPCQNS AT1'-4" D.C. 13. SE AND PUAIP ROOk A. PRQNDE PRE—FA0R|CATED WOOD ROOF TRUSSEQ SPACE ROOF TRUSSES ATAWAXIWUW OF 2'-0"{\C. ROOF PITCH = 6:12. SEE AROHITECTIJRAL PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR R8OFUWES. |WSTLL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAVMNGS. B. 11-l'0NNECTROOF TRUSSES TO MASONRY WALLS WITH S|WPS0N HElAL16 EMBED ANCHORS EACH END. CONNECT GIRDER TRUSSES (OVER W—C) WITH T@10 CD S\WP80M HETAL16 EMBED ANCHORS. C. COWNECT TRUSSES TO TOP METAL STUD WALLS WITH TWO S[WPSON NTS18 TWST STRAPS. STUDS IN METAL STUD WALL SHALL BE CENTERED UNDER TRUSS BEARING. D. G.T. INDICATES LOCATION 8FAGIRDER TRUSS. 14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'—O^, UNLESS NOTED OTHERVNSE. 15, PROVIDE AN8x8 KNOCK —OUT BLOCK COURSE REINFORCED WITH (2) #5 CONTINUOUS AND GROUTED SOLID AT MID STAIR LANDINGS. CONTINUE COURSE OUT TOTHE END OF WALL. 16. °WH" INDICATES A LIGHT GAUGE METAL HEADER. SEE GENERAL NOTES FOR SIZE AND LIGHT GAUGE METAL DETAILS 04 SHEET 84.01 FOR FRAMING INFORMATION, PROVIDE A TRACK VNTHNESTED STUD AND TWO (2) FULL HEIGHT STUDS EACH SIDE OFHEADER,CONNECT STUD PACK TO FOUNDATION WITH A 3|MPSDN S/HQU4 or S/1-41714. WOOD HEADER SCHEDULE MASONRY WALL PROVIDE A SIMPSDN HL128-2 AT H-2 (2) 2x1O � MASONRY'NALL bOlDE- 1 1HE SPECIES AND GRADE FOR A; 2x MEMBERS SHALL BE SOUTHERN PINE, No.2 or BETTER. ALL IWOOD USED AT THE EXTERIOR CONDITIONS SHALL BE PRESSURE 7ME TED' (P.T\ 2 ALL CONNECTORS SHALL HAVE MIAXWUW 3 WAIL 2—PLY 22,x ME-NiSERS TOGBHEG 101TH (2) RGOIS OF 10d NAILS A7 12" O.C. 745orienta/avenue, suite 1121 eltamontesprings, fl327U1 phona:4O7.83O.14OQ Cax:4U7.83Ci4143 AA0UU2731 Dog ago Gnu age on �_t " "ENEFICIAL COMMUNITIES 3550S. Tamiami Trail Suite 3018arasota, Fl,84239 Zephmrhills FL John %I-jutherman]r,P.E, FLRBG.#6o88o QL SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 1. HOLLOW CORE �LANK BEAR|N�ELEVA7DN SECOND FLOOR 12NDNI. ELEVATION =9'-4" �HIRD FLOOR (3RD\ ELEVATION = 1Q`-8° FOURTH FLOOR (4TH)^ ELEVATION = 30'-O" PR8MDE AN 8x8 KNOCK -OUT BLOCK COURSE ROHFORCEQ NHTH /2` #5 C0N7�WUOUS AND GR0UTED SOUS PLANK BEAR!NG ELEVATIONS AND TOP OF \�UL 2. TDP 0F �LUBHOUSE ROOF TRUSS' SEARING EUEVAV0N= SEE PLAN 3. PROVIDE iO" HOLLOW CORE PLANKS WITH' A 2" TOPPING IN UNITS AND BREEZEWAYS. SEE PLAN FOR LOCATIONS AND EXTENT. PROVIDE 2" (MIN.) COWCRETE TOPPING REINFORCED WITH 6x6-W2x',N2 YNNF CENTER OF TOPPING. PROVIDE A BONDING AGEMTBETVlEEN TOPPING AND HOLLOW CORE PLANK. 4. BALCONY SLABS SHALL CONSIST OF @~ HOLLOW CORE PLANKS WITH A STEP BETWEEN THE UNIT AND THE BALCONY. 2' (MIN.) CONCRETE TOPPING, REINFORCED NTH 6x8-W2xW2 WyF CENTER OF TOPP!NG, SHALL SLOPE AWAY FROM UNIT BY1Y2". PROVIDE A BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. EXCEPTION: BALCONY SLAB ATUNIT 84-UFAS^ 85-UFAS & B6-UF4SSHALL CONSIST OF A 8" PLANK NTH TOPPING AND NO STEP BETWEEN UNIT AND BALCONY. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. 5. WW-#|N0CATES THE CONCRETE MASONRY UNIT /CWU\ WALL TYPE. SEE MASONRY WALL SCHEDULE FOR SIZE AND REINFORCEMENT. ALL MASONRY WALLS ARE TYPE MW-1 UNLESS NOTED OTHERWISE. 8. SEE WECHAN|CAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS' TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH HOLLOW CURE MANUFACTURER / CONTRACTOR. 7. L-# INDICATES PRECAST MASONRY LINTEL SEESCHEDULE ON SHEET SI0. 8- 09-# IN0CA71'E8COMCRETE BEAM, SEE SCHEDULE ON 8HEETS3.O1. A. STAIR MID -LANDINGS: GROUT CMU WALL CELLSSOUD AT MID -LANDING CONNEC-111ONS. 10. H-#INDICATES A WOOD HEADER/BEAM. GEE SCHEDULE BEl SEE SECTION FOR ADDITIONAL INFORMATION. 11. PROVIDE PRE -FABRICATED N08Q RO&FTRUS3E5. SPACE ROOF TRUSSES AT MAXIMUM OF 2'-0" D.C. CQNNECT l TRUSSES TO WOOD BEAM WITH S|l HI EACH END, 12. PRD�OE A PRESSURE T�EATED 'PT\ 2xB UEG�ER ATROOFDECK BEARING, TYPICAL ATROOF DECK ADJACEWTTO MASONRY WALL. FASTEN LEDGER TO MASONRY Y0ALL YMTH ��� x Z�" TAPCQW3 AT1'-4" O.C. 13L CLUBHOUSE AiNO PUMP ROOM: & PRDMDEPRE-FABR|CATED WOOD ROOF SPACE ROOF TRUSSES AT A �AXIMUW OF 2'-0~ 8.11 RQOF P|TCH = 6:12. SEE ARICHITECTURAL PLANS FOR &DD{TIUN&L NF0RMATHUN. SEE PLAN FOR ROOF l |NSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DR`A11MGG �. CONNECT RO0FTIRUSSES TO MASONRfVVALLS YNTH S|MPS0W HETAL16 EMBED ANCHORS EACH END, CONNECT GIRDER TRUSSES (OVER 10'-0") NTH TWO (2) S|MPSONMETAL16 EMBED ANCHORS. C. CONNECT TRUSSES TO TOP METAL STUD WALLS WITH TYOS|WP3ON HT810 TWIST STRAPS, STUDS IN METAL STUOWALL SHALL BE CENTERED UNDER TRUSS BEARING. D. Q.T. INDICATES LOCATION OF GIRDER TRUSS. 14` CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE. 15. PROVIDE AN 8x8 KNOCK -OUT BLOCK COURSE REINFORCED NTH (2) #5 CONTINUOUS AND GROUTED SOLID AT MID STAIR LANDINGS. CONTINUE COURSE OUT TO THE END OF WALL. 16. ~MH° INDICATES A LIGHT GAUGE METAL HEADER. SEE GENERAL NOTES FOR SIZE AND LIGHT GAUGE METAL DETAILS ON SHEET 54.01 FOR FRAMING INFORMATION. PROVIDE A TRACK WITH NESTED STUD AND TWO (2) FULL HE|QHT STUDS EACH SIDE OF HEADER. CONNECT STUD PACK TO FOUNDATION V@THA 5|MPSON S/HDU4nrC/HTT14. WOOD HEADER SCHEDULE MARK SIZE HARDWARE EACH END H-1 .2) 2x8 MASONRY WALL N�TE� ` 1 -1HE SPECHE8AND CGRADE FOR A'"�B l 2u MEERS SHALL ��� BE SOUTHERN Nu2 or BETTER. ALL N00} USED 4TTHE EXTERIOR CONDITIONS SHALL BE PRESSURE TREATED, 2 ALL COMNECCTDRSSHALL HAVE MAXIMUM )NAILING. 3 NAIL 2-PY �WOBE�T�ETR V0 5F 1OA|AT 1" O.C. W2 4 FASTENERS SHALLHAVEE END AND EDGE D|WENS|DN OF 2", MINIMUM. KEY SCALE: '31/32"= 1'-0° ARCHITECTURE & INTERIOR DESIGN, INC. 745orientaavenue, suite 1121 altamontoophnge.fl327O1 phone:4U7.83O.14O0 fax: 407.830.4143 AA00U2731 BENEFICIAL COMMUNITIES 3550 S.famiami Trail Suite 30lSarasota, FL 34239 Z8nh«lFL " GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 1. HOLLOW CORE PLANK 8EARIWQELEVA1,10t SECOND FLOOR ELEVATION = 93-4^ THIRD FLOOR (3RD), ELEVATION = FOURTH�L00R (4T111), ELEVATION = 30'-0^ PROVIDE AW8x& KNJUCK_DUTBLOCK [OURGE REINFORCED WITH C8 #5 C0NIINU0USAND GROUT SOLID PU4NK BEARING ELEVATIONS AND TOP OF WALL. 2� TOP OF ('1LIBHOUSE ROOF TRUSS BEARING ELEVA.TION = SEE PLAN. � PROV�E 1O�H0LL0�CDR� PL�NK� WITH, � 2= T-PP|NG IN UNITS AND BREEZEWA�-z. SEE PLAN FOR L0ICAfl0N8 AND EXTEN—,, PR0MDE 2" (MIN) CONCRETE TOPPING RB�F0RCED WITH 6x8—W2xW2 WWF CENTER OF TOPPING. PRO', DE A BONDING AGENT 0ETVEEN TOPPING AND HOLLOW CORE PLANK. 4, BALCONY SLABS SHALL CONSIST 0F 6^ HOLLOW CORE PLAWKSWITH A STEP BETWEEN THE UNIT AND THE BALCONY. 2^ (W|N] CONCRETE TOPPING, REINFORCED WITH 6x8—W2xW2 WWF CENTER OF TOPPING, SHALL SLOPE AWAY FROM UNIT BY 1Y2-. PROVIDE A BONDING A-VENTBETWEEN TOPPING AND HOLLOW C PLANK. EXCEPTION: BALCONY SLAB ATUNIT 84—UFAG. B5—UFAS& B8—UFAS SHALL CONSIST OF A 8~ PLANK WITH TOPPING AND NO STEP BETWEEN UNIT AND BALCONY. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. 5. MW—j INDICATES THE CONCRETE MASONRY WALL TYPE. SEE MASONRY WALL SCHEDULE FOR SIZE AND REINFORCEMENT. ALL MASONRY WALLS ARE TYPE WW-1 UNLESS NOTED OTHERWISE. 8. SEE MECHANICAL, ELECTRICAL AND PLUMBING (WEp) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE NTH HOLLOW CORE MANUFACTURER / CONTRACTOR. 7. L—#INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE QNSHEET SI01. Ei CB—#|NQICATES CONCRETE BEAM. SEE SCHEDULE ON SHEETSJ.0i. Gi STAIR MID —LANDINGS: GROUT CPU Y0ALL CELLS SOLD AT MID —LANDING 10. H-4 SEE SCHEDULE BELOW. SEE SECTION FOR ADDTOONAL |NF8RWAFION 11. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES SPACE ROOF TRUSSES ATA MAXIMUM QF2`-0" O.C. CONNECT ROOF TRUSSES TO WOOD BEAM NTH S1MPSQN 1411 EACH END. 12, PROVIDE A PRESSURE TREATED (Pr) 2x6 LEDGER AT ROOF DECK BEARING, TYPICAL ATR00F DECK ADJAC6zlT TD MASONRY WALL. FASTEN LEDGER TO MASONRY INALL WITHY4"0 x J�TAPCQNS AT 1'-4" U.C- 1I CLUBHOUEEANQ PUMP ROOM: A. PRU"VIDE 9RE |CATED WROOD ROOF 1RUS3EEi SPACE ROOF TRUSSES AT A WA*AXIMUW0F 2'-0" D.C. ROOF P|TCH = 6:12. SEE ARCH{T[CTUR&L PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR RO0FUNES. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAVNWGI E. CONNECT ROOF TRUSSE3 TO MAS0NPY"NALL3 WITH 3|MPBON H[TAL18 E-MBED ANCHORS EACHEND C�NNECT ORDER TRUSSES (OVER 1[/-0"` . ` / WITH TWO, /2) SWpSON 8ETAL6 EMBED-1 ANCHORS. C. UU�SC0MNECT TRETyON HTS�6 _STRAPS. STUDS iN METAL STUD WALL SHALL BE CENTERED UNDER TRUSS BEkRiWG, Q. G.T. |ND/CATESL0CATION OF&GIRDER TRUSS. 14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED 0THERWI3E 75. PROVIDE AN8x8 KNOCK —OUT BLOCK COURSE REINFORCED WITH (2) #5 CONTINUOUS AND GROUTED SOLID AT MID STAIR LANDINGS. CONTINUE COURSE OUT TOTHE END OF WALL. 18. "WH° INDICATES A LIGHT GAUGE METAL HEADER. SEE GENERAL NOTES FOR SIZE AND LIGHT GAUGE METAL DETAILS ON SHEET S4.01 FOR FRAMING INFORMATION. PR0MDE ATRACK NTH NESTED STUD AND TWO (2) FULL HEIGHT STUDS EACH SIDE OF HEADER. CONNECT STUD PACK TO FOUNDATION WITH ASIMPSDN S/HDU4orS/HTD4. WOOD HEADER SCHEDULE MARK SIZE HARDWARE EACH END H-2 MASONRY WALL tjOTE- 1 THE SPECIES AND GRADE FOR ALL 2x MEMBERS SHALL BE SOUTHERN PINE, Nu2 or BETTER. ALL 'WOOD USED AT THE EXTERIOR CONDITIONS SHALL BE PRESSURE TREATED (p.T.\ 2 ALL CONNECTORS SHALL HAVE MAXIMUM (Max) NAILING- 3 NAIL 2—PI_ 2x MEMBERS TOGETHER W0TH (2) ROWS OF 10dNA|LS AT 12. O.C. 4 FASTENERS SHAULHAYE END AND EQQE 10)|WENS0N OF 2". MINIMUM. IKEY PLAN 21 SCALE: 3/32"=1L0.. FORUMS ARCHITECTURE & INTERIOR DESIGN, INC. phone: 407.830.1400 fax: 407.830.4143 09a ago an a a an 00 BENEFICIAL COMMUNITIES bummerset Aw%artments Zephyrhills, FL John Gutherman Jr., P.E. FL. REG. #6o88o SET DISTRIBUTIONS: 05/0-3/15 BID & PERMIT SET SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 BUILDING 11 FOURTH FLOOR FRAMING PLAN 4. 4 PROVIDE A- CONTINUOUS 8x3 KNOCK —OUT BLOCK COURSE AT MID HEIGHT OF WALL. REINFORCE WITH (2) #5 AND GROUT SOLID RSCALE i 1-0. ■ i SCALE: 3/32" = 1 `-0" LINTEL OVER VENT, TYPICAL NOTE S TYPICAL HIGH ROOF FRAMING AT ELEVATOR SCALE: Y16" = 1'-0" GUTHERMAN STRUCTURAL INC. I 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P: 407-701-0875 LIC. #28863 Vim. FR . IN-111A iAN �Si'�BcS: 1. TOP OF MASONRY WALL ELEVATION = 40'-4", UNLESS NOTED OTHERWISE. WOOD ROOF TRUSSES SHALL DEAR AT THIS POINT. 2. L—# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S4.01. 3. CB—# INDICATES CONCRETE SEAM. SEE SCHEDULE ON SHEET S4.01, 4. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF T—O" O.C. SEE PLAN FOR ROOF LINES AND ROOF PITCHES. INSTALL ROOF TITRa:'SSES PER APPROVED TRUSS SHOP DRAWINGS. 5. CONFECT TRUSSES TO MASONRY ':BALLS WITH SIMPSON HETAL16 EMBED ANCHORS EACH END, CONNECT GIRDED TRUSSES (G.T.), OVER 8'-0„ LONG, WITH TWO "2) SIMPSON I-iETAL16 17MBED ANCHORS. 0, PROVIDE A PRESSURE TREP; ED (PT) 2x8 L`EEDGER AT ROOF DECK BEARING, PI u:v AT 'ROOF C I : ADJ E Ti= MASCNR'`,' WALI . FASTEN LEI;GER TO . , 5 f. s�,�.SGi'�f'�Y �WALL4� ? � )`�',� x ;;%" T s�PCONS AT- V �-� C.C. E, PROVJ-DE 2x8 RAI"TIRS AT T'-4' O; COVER :FAIR, TOWER #2 AND ELEVATOR TOWERS. PROVIDE A SIMPSON HU28 EACH END TO MASONRY WALL. SEE SHEET S4.51 FOR NIGH ROOF FRAMING PLAN AT STAIR TOWER #2 AND ELEVATOR TOWERS. 06 FORUM�E� ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I IN17113 10RDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com °p° °°.° °°° °°° a 0 °® BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 1p r q . f J John Gutherman Jr., P.E. FL. REG. #6o88o SET DISTRIBUTIONS: 05/08/15 BID & PERMIT SET SHEET REVISIONS. EDITED BY: JG PROJECT NO. 14-2984 BUILDING I ROOF FRAMING PLAN S4.51 GUTHIERM�� 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS IL 32714 utherman STRUCTURAL 1. TOP OFMA30NRYWALL ELEVA�ON = 40�4"'UNLES3 NOTED OTHERWISE. WOOD OF TRUSSES SHALL BEAR AT THIS POINT. 2 l, |NDICATES PRECAST MASONRY UNTEL SEE SCHEDULE ON SHEET S4.0. 3. Cl INDICATES CONCRETE BEAM. SEE SCHEDULE ON SHEET S4.01. 4. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.C. SEE PLAN FOR ROOF LINES AND ROOF PITCHES. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. 5. C0NNECT TRUSSES TO MASONRY WALLS WITH SIMPSON HETALS EMBED ANCHORS EACH END. CONNECT GIRDER 'flR0SSFS(G.TlOVER 8'—U"LONG, VNTH T00 f2) SIWPSOW HETAL18 EMBED ANCHORS. O. PRONDE A PRESSURE TREATED (PT) 2:8 LEDGER AT ROOF DECK BEARING, TYPROAL ATROOFDECK ADJACENTTO MASONRY WALL, FASTEN LEDGER TO MASONRY WALL WITH Wm x 3X" TAPCONSAT 1'-4" O.C. 7. PROVIDE 2xQ RAFTERS AT 1'-4" O.C. OYER STAIR TOWER #2 AND ELEVATOR T00ER3, PROVIDE A SIMIPSON HU28 EACH END T8 MASONRY WALL. SEE SHEETS4.6? FOR Hi�H RUOFFRA�!NQ PLAN ATCTA|R TO�ER #2 AND ELEYATOR T0Y7ERS, Ell SCALE: 3/32"=1'-0" FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 407.830.1400 fax. 407.830.4143 www.foru march itectu re, corn 00 BE"T'N'rEF"ICIALIA! COMMUNITIES Surnmerset Apartments Zephyll FL SET DISTRIBUTIONS: 05,108/15 BID & PERMIT SET SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 NEINNIM BUILDING 11 ROOF FRAMING PLAN S4.52 I — - - - - -- - _ _LJ LL----- - I . SHEET NOTES n N N O N co 0 LO 0 0 a 10 10'-0" 1'-4" Slab at Unit C2-UFAS Patios Building I - First Floor Architectural Slab Plan 1 /4" = 1'-0" nA1 n AIA11 10'-6 5/8" B., 10'-6 5/8" 0'-01, 01 V - o 0 0 0 M M r = w o W rL U -41 /4" E.O.S. Slab at Unit A3 Patios Slab at Firewall -41/4" E.O.S. 1 /4" = 1'-0" 1 /4" = 1'-0" 0 10'-0" Slab at Unit C1 Patios A 4. n" 1/4" = 1'-0" 1/401= 1'-0" 3/32" = 1'-0" A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SLEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES C ARCHITECTURAL FORMING DIMENSIONS ONLY. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN, NOTES AND DETAILS D COORDINATE ALL EDGE OF SLAB ELEVATIONS WITH CIVIL ENGINEERING DRAWINGS. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND KEY NOTES 01 FLOOR DRAIN REFER TO PLUMBING 02 ELEVATOR PIT. VERIFY SIZE AND DEPTH WITH MFR SPECIFICATIONS 03 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS. LEGEND FLOOR SLOPE INDICATES LEVEL SLAB TO SLOPED SLAB x INDICATES STEP IN SLAB W/ ELEVATIONS KEY PLAN FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTMOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com "a 000 000 00 no BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments o Zephyrhills, FL N 0 05/08/20 Black ��woa i �- • A SHEET REVISIONS: U $ EDITED BY: KG a) rb r PROJECT NO. 14-2984 U Z Z Building I w 0 0 w F z W Architectural Slab Plan U W A5.01 ® SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUME Buildin II - First Floor Architectural Slab Plan 3/32" ® 1'-0" B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES =10111 ki 111,1110611111141-1Er D COORDINATE ALL EDGE OF SLAB ELEVATIONS WITH CIVIL ENGINEERING DRAWINGS. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND • 0. FLOOR DRAIN REFER OPLUMBING 02 ELEVATOR PIT. VERIFY SIZE AND DEPTH WITH MFR SPECIFICATIONS 03 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS. LEGEND - FLOOR SLOPE 777/ INDICATES NO STEP IN SLAB INDICATES LEVEL SLAB TO SLOPED SLAB x INDICATES STEP IN SLAB W/ ELEVATIONS s ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTEMORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 00o ago aoo ano 0 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FIL ...1 •t ; James B. AR0011 SET DISTI3&IONS: 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Building II Architectural Slab Plan F co 1 N U N LO O N 00 O 0 0 N 9A' An Clubhouse -Enlarged Restroom Slab Plan ('.hhhowgP- - Fnlarnwi BrPP7P.Wav Slah Plan 1 /41'= 1'-011 1/4" = 1'-091 FACE OF CMU, TYP. SLOPE BEGINS AT FACE OF GYP BD. Clubhouse - Architectural Slab Plan SHEET NOTES A REFER TO SHEET A1,03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES C ARCHITECTURAL FORMING DIMENSIONS ONLY. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN, NOTES AND DETAILS D COORDINATE ALL EDGE OF SLAB ELEVATIONS WITH CIVIL ENGINEERING DRAWINGS. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND KEY NOTES 01 FLOOR DRAIN REFER TO PLUMBING 02 ELEVATOR PIT. VERIFY SIZE AND DEPTH WITH MFR SPECIFICATIONS 03 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS. LEGEND -� FLOOR SLOPE INDICATES NO STEP IN SLAB INDICATES LEVEL SLAB TO SLOPED SLAB xX INDICATES STEP IN SLAB W/ ELEVATIONS KEY PLAN N 3 a 0 FORUME 0 ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHREMRE I INTMMDEF" 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 2&2� BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Clubhouse Architectural Slab Plan A5.03 N U') U� O N co 0 0 0 3/32" = 1'-0" 0 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES. C ALL EXTERIOR WALLS ARE WM-1 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES KEY NOTES 01 FLOOR DRAINS: SEE PLUMBING DRAWINGS. 02 42" HIGH GUARDRAIL, TO MATCH UNIT BALCONY WALLS 03 FU'RR-DOWN LIGHT GAUGE METAL STUD FRAMING @ 16" O.C., BOTTOM @ 8'-4" AFF 04 ALUM BIKE RACK ® LEGEND INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY 3FORUME a L ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN m 745 orienta avenue, suite 1121 altamonte springs, fl 32701 c phone: 407.830.1400 .9 fax: 407.830.4143 0 AA0002731 www.forumarchitecture.com v L U Q I 0 LL oo0 000 0 000 000 c d c �B 0 U C Dh """'NE"Ir"ICHAL COMMUNITIES x 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 m L 3 0 L N C N E 3 U 0 a N L Summerset 0 Apartments 0 C 0 U t~ 0 E 0 U o Zephyrhills, FL N 05/08/2015 A SHEET REVISIONS: EDITED BY: KG r PROJECT NO. 14-2984 U Z Z Building I c� First Floor Plan A5.1 1 P (N to C) N 00 O LO 0 O d Sim W Building 11 - First Floor Floor Plan 4771 n o1nII DCCCD TA CLJCCT Ar 11 3/ 32" = 1'-0" IS SHEET NOT ES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES. C ALL EXTERIOR WALLS ARE WM-1 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES E KEY NOTES 01 FLOOR DRAINS: SEE PLUMBING DRAWINGS. 02 42" HIGH GUARDRAIL, TO MATCH UNIT BALCONY WALLS 03 FURR-DOWN LIGHT GAUGE METAL STUD FRAMING @ 16" O.C., BOTTOM @ 8'-4" AFF 04 ALUM BIKE RACK LEGEND wau INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY E KEY PLAN mFORUMN N ARCHITECTURE & a INTERIOR DESIGN, INC. C 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ago ®'Do. DDD Do 0 ,On BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 summerset Apartments Zephyrhills, FL 05/08/2015 0 SHEET REVISIONS: EDITED BY: KG s PROJECT NO. 14-2984 Building II First Floor Plan 23'-7" 1'-7" 2'-61/2" w c� w 2'-61 /2" 1, 1'-7" 1, T-6 1 /2" Enlaraed Column Dimension Plan 3-6 1 /2" 1, 1'-7" 2'-61 /2" 1. 4'-1 1 /2" ..— ri — 8" 71 n" '3' O" 9. n" C' All A] n" A' A" Clubhouse - Dimension Plan 1 /2" = 1'-011 3/16" = 1'-0" 0 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES. ® KEY PLAN I II I 1 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PL MMNG I ARCHITECTURE I IMTERI DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.41.43 AA0002731 www.forumarchitecture.com Goo GGG Goa ono 0 0 n® BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments o Zephyrhills, FL to 05/08/2015 0) C 0 .1 U 70 11 James B. B1 U s SET DISTRI UT ONS: A SHEET REVISIONS: I EDITED BY: JG PROJECT NO. 14-2984 Clubhouse Dimension Plan A5.13 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUME /I- 9 U 0 N O N 00 O L0 O 0 Clubhouse - Note Plan El o EJ 0 0 Ll- B REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A9.11, & A9.21, FOR DOOR & WINDOW SCHEDULES & DETAILS D ALL EXTERIOR WALLS TO BE WM-9, U.N.O. E ALL INTERIOR WALLS TO BE WF-3, U.N.O. KEY NOTES 01 KNOX BOX, VERIFY LOCATION WITH FIRE DEPARTMENT 02 (5)16" DEEP VINYL COATED WIRE SHELEVES 03 MOP SINK, TILE T-0" HIGH AT MOP SINK 04 HIGH / LOW WATER COOLER 05 MIRROR WALL, REFER TO ID. PROVIDE BEVELED EDGE TRIM AT SEAMS 06 RENT DROP BOX 07 6" STUD WALL 08 AHU 09 WATER HEATER 10 MIRROR WALL, REFER TO ID. PROVIDE BEVELED EDGE TRIM AT SEAMS LEGEND INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEETS A1.04 & A1.05 FOR WALL ASSEMBLIES KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. NING I ARCHrrECTURE I KIMMORDESM 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com oaa aaa On aoo o � oa BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 Summerset Apartments Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: JG' PROJECT NO. Clubhouse Note Plan co 0 N T N 00 LO 0 0 0 --------------------------- -------------- ------------- 1:1------------------_---- --- I I I f 3/16" = 1'-0" ® SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR. ALL CONSTRUCTION ASSEMBLIES. C ALL CEILING HEIGHTS NOTED ARE FROM FINISHED FLOOR. D ALL SOFFIT DIMENSION ARE FROM FURRING E REFER TO I.D. AND ELECTRICAL DRAWINGS FOR LIGHTING PLAN AND ELECTRICAL FIXTURE SCHEDULES ■ KEY NOTES 01 2x FRAMED BLUKHEAD 02 22x36, LOCKABLE ATTIC ACCESS PANEL 03 LED ROPE LIGHTING LEOENO RECESSED FIXTURE PENDANT FIXTURE - SURFACE MOUNTED FIXTURE, WALL MOUNTED FIXTURE CEILING FAN FLUORESCENT FIXTURE COVE ROPE LIGHTING 4 WALL SCONCES ® KEY PLAN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Dun BOB BOB 000 0 0. oa BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 05/08/2015 i r .1' James B. is `' //SET l4 SHEET REVISIONS: EDITED BY: K s PROJECT NO. 14-2984 Reflected Ceiling Plan A5.15 r CV II N U O N LO O N 00 O In 0 -o O O a d O Men's Restroom Elevation Women's Restroom Elevation ! Restroom l N V 01 K1rf;s3iBQ�lrr 3/8" = 1'-011 ■ SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C ALL FIXTURES, APPLIANCES AND ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS D PROVIDE SOLID BLOCKING AS NEEDED FOR ACCESSORY MOUNTING E ALL COLORS TO BE SELECTED BY OWNER KEYNOTES fl 0 CLEARFLOOR SPACE 02 30"x48" CLEAR FLOOR SPACE 03 59"x6O" CLEAR FLOOR SPACE 04 WALL HUNG ADA COMPLIANT LAVATORY, INSULATED ALL HOT WATER AND TRAP PIPES 05 TILT MIRROR 06 GRAB BAR 07 TOILET PAPER DISPENSER 08 SANITARY NAPKIN DISPOSAL UNIT 09 RECESSED PAPER TOWEL DISPENSER / TRASH RECEPTACLE. 10 WALL MOUNTED BABY CHANGING STATION 11 LAVATORY, INSULATE ALL EXPOSED HOT WATER AND TRAP PIPES 12 ADA COMPLIANT WATER CLOSET 13 WALL MOUNTED URINAL 14 MIRROR - WIDTH TO MATCH COUNTERTOP 15 COUNTERTOP - W14" BACK SPLASH, PER I.D. 16 42" HIGH BAR TOP, PER I.D. 17 DBL BOWL KITCHEN SINK W/ DISPOSAL 18 LIGHT FIXTURE, PER I.D. 19 SKIRT PANEL TO MATCH CABINETS 20 FLOOR DRAIN 21 PARTITION, PER I.D. 22 ENERGY STAR DISHWASHER 23 WALL TILE, PER I.D. 24 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 25 SANITARY COVE BASE PER I.D. 26 WALL MOUNTED SOAP DISPENSER 27 FELLER 28 3"0 GROMMET FOR CABLES DIRECTLY BEHIND CABINETS. 29 CODE MIN. 96 MAILBOX UNITS 10 PARCEL BOXES. BASIS OF DESIGN PROVIDED AUTH-FLORENECE: (6) MODEL 4CADD-10 AND (4) MODEL 4CO6D-10. BASIS OF DESIGN PROVIDES FOR 100 MAILBOXES AND 12 PARCELS BOXES. SUBSTITUTIONS SHALL BE USPS APPROVED AND MEET THE SPECIFICATIONS USPS-STD-4C EFFECTIVE OCTOBER 2006 CONTRACTOR TO COORDINATE ROUGH OPENINGS WITH MFR. REQUIREMENTS. INSTALL WITH MULTI -UNIT CONNECTOR KITS. 30 SUPPORT PANELS TO MATCH CABINETS FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INMaOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments w o Zephyrhllls, FL N 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Clubhouse Enlarged Plans & Interior Elevations A O N u7 T 0 N 00 O L0 0 0 Computer Room Elevation &Section _EARANCE�4 O 3/8" = 1'-0" O Kitchenette Elevation imr�u.�. l� a �r�I i�n��unr�e-.ter, i 1111=,Wfrlar.�11 IIII�I�II IIII�I� �I�illl�l�IIII�I�IIII�I�II II � ■ ■ IIII�I� IIII ■ II�I�_ II� ■ I� ■ I�IIII� I� ■ ■ III G) Mail Elevation Enlarged Kitchenette Plan wa 3/8" = 11 -0" Ee RT N (O co Is �\-'N/16" 5 A" \ 1' 013116°' a �\ M R.0 PER MANUFACTURER REQUIREMENTS A 3 A5.17 B 71/4" C R.0 PER 7 1/4" MANUFACTURER REQUIREMENTS � 4'-7 7116" 1'-4" „ 7 3/16 3 518 1 3/4 �Enlarged Mail Plan 6'-8" 3/8" = 1'-0" 3/8" = 1'-041 60 N. io w L 4" c� 0 dLU a co Q T-4" 3/8" = 1'-0" A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C ALL FIXTURES, APPLIANCES AND ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS D PROVIDE SOLID BLOCKING AS NEEDED FOR ACCESSORY MOUNTING E ALL COLORS TO BE SELECTED BY OWNER KEY NOTES 01 60" 0 CLEAR FLOOR SPACE 02 30"x48" CLEAR FLOOR SPACE 03 59"x6Y' CLEAR FLOOR SPACE 04 WALL HUNG ADA COMPLIANT LAVATORY, INSULATED ALL HOT WATER AND TRAP PIPES 05 TILT MIRROR 06 GRAB BAR 07 TOILET PAPER DISPENSER 08 SANITARY NAPKIN DISPOSAL UNIT 09 RECESSED PAPER TOWEL DISPENSER / TRASH RECEPTACLE. 10 WALL MOUNTED BABY CHANGING STATION 11 LAVATORY, INSULATE ALL EXPOSED HOT WATER AND TRAP PIPES 12 ADA COMPLIANT WATER CLOSET 13 WALL MOUNTED URINAL 14 MIRROR - WIDTH TO MATCH COUNTERTOP 15 COUNTERTOP - W14" BACK SPLASH, PER I.D. 16 42" HIGH BAR TOP, PER I.D. 17 DBL BOWL KITCHEN SINK W/ DISPOSAL 18 LIGHT FIXTURE, PER I.D. 19 SKIRT PANEL TO MATCH CABINETS 20 FLOOR DRAIN 21 PARTITION, PER I.D. 22 ENERGY STAR DISHWASHER 23 WALL TILE, PER I.D. 24 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 25 SANITARY COVE BASE PER I.D. 26 WALL MOUNTED SOAP DISPENSER 27 FILLER 28 3"0 GROMMET FOR CABLES DIRECTLY BEHIND CABINETS. 29 CODE MIN. 96 MAILBOX UNITS 10 PARCEL BOXES. BASIS OF DESIGN PROVIDED AUTH-FLORENECE: (6) MODEL 4CADD-10 AND (4) MODEL 4C06D-10. BASIS OF DESIGN PROVIDES FOR 100 MAILBOXES AND 12 PARCELS BOXES. SUBSTITUTIONS SHALL BE USPS APPROVED AND MEET THE SPECIFICATIONS USPS-STD-4C EFFECTIVE OCTOBER 2006 CONTRACTOR TO COORDINATE ROUGH OPENINGS WITH MFR. REQUIREMENTS. INSTALL WITH MULTI -UNIT CONNECTOR KITS. 30 SUPPORT PANELS TO MATCH CABINETS 3 m �AlnlhRUME roll 0 ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHffECTURE I IMER10RDESIGN N C 0 .N 745 orienta avenue, suite 1121- altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com nag ono oo° °oo o � 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL �;. AR00112 �ci James B. SET 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Clubhouse A5.17 • SHEET NOTES PAPER TOWEL DISPENSER & WASTE RECEPTACLE TOILET PAPER DISPENSER 51 ENVIROMENTAL ELECTRICAL LIGHT CONTROLS OUTLETS SWITCHES 00 v z FINISHED FLOG FHA Controls With No Obstructions Detail Dimensions to Finished Surface 1/2" = 11 -0" Kitchen Sink Requirements FEMININE NAPKIN DISPOSAL BABY CHANGING STATION 1 /2" = 1'-0" CONTROL CONTROL r-OROUTLET S. OR OUTLET w STANDARD 24" 251 /2" MAX z DEEP CABINET 0" - 20" 0 COUNTERTOP Cl) 251/2" MAX CO_UNTERTO 0 COUNTERTOP - - CD STANDARD 24" DEEP CABINET z MIN 30"WIDE M CONTROL CLEAR OR OUTLET _ N KNEE SPACE FIN. FLR. FIN. FLR. OR OUTLET ol 20" - 25-112" COUNTERTOP _z MIN 30" WIDE CLEAR N KNEE SPACE FIN. FLR. SECTION PLAN SECTION SECTION SIDE REACH OVER AN OBSTRUCTION FORWARD REACH OVER AN OBSTRUCTION FHA Controls Over Obstructions Detail Dimensions to Finished Surface 8" MIN. KNEE CLEARANCE 0 M 17 11" MIN. KNEE CLEARANCE @ 9" ABOVE FLOOR WATER FOUNTAIN Water Cooler ADA Requirements 1 /2" = 1'-0" 1G" §AW WATER FOUNTAIN CLEARANCE provide solid 2x or sheet metal blocking to resist a structural load of 250 lbf per FBC 11-4.26.3 H.C.WATER CLOSET URINAL Water Closet & Grab Bar ADA Requirements provide solid 2x or sheet metal blocking to resist a structural load of 250 Ibf per FBC 11-4.26.3 L,LCHKHIVIiC uer i n 6" MAX. TOE CLEARANCE 17° AAIM IVIr,,,. LAVATORY . LAVATORY CLEARANCE 1 /2" = 1 e-091 1 /2" = 1 1 -0" 0 M A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C ALL FIXTURES, APPLIANCES AND ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS D PROVIDE SOLID BLOCKING AS NEEDED FOR ACCESSORY MOUNTING E ALL COLORS TO BE SELECTED BY OWNER FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHREMFZE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com "' °p° a ° °°°. 0 0 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL n 05/08/2015 James B. z5t I UIJ I K Q SHEET REVISIONS; EDITED BY: KG PROJECT NO. 14-2984 Clubhouse Interior Elevations & Accessibility Details Accessory Mountin Heiahts 1 /2" = 1'-0" . 2". 7 provide solid 2x or sheet metal blocking to resist a structural load of 250 Ibf per FBC 11-4.26.3 1 /2" = 1'-01, A5.18 FORUM■ co 11 Cn LO C) N co 0 LO 0 Building I - Second Floor Plan SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES. C ALL EXTERIOR WALLS ARE WM-1 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES E KEY NOTES 01 FLOOR DRAINS: SEE PLUMBING DRAWINGS. 02 42" HIGH GUARDRAIL, TO MATCH UNIT BALCONY WALLS 03 FURR-DOWN LIGHT GAUGE METAL STUD FRAMING @ 16" O.C., BOTTOM @ 8'-4" AFF 04 ALUM BIKE RACK LEGEND < INDICATES SPECIFIC WALL TYPE PER �- CONSTRUCTION ASSEMBLY Y PLAN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTEMORDESIGN 745 orienta avenue, suite 1121 altarnonte, springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 0) Z Summerset 0 Apartments w 0 0 E 0 0 C .0 Zephyrhills, FL 05/08/2015 A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 z Building I A5.21 0 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES 00 I U U) LO 0 N 00 O O 0 a sir Building II -Second Floor Floor Plan 47E- n nIAII RGGGD Tr) 4ZWrGT Or,71 3/32" = V-0" B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES. C ALL EXTERIOR WALLS ARE WM-1 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O E REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES KEY NOTES 01 FLOOR DRAINS: SEE PLUMBING DRAWINGS. 02 42" HIGH GUARDRAIL, TO MATCH UNIT BALCONY WALLS 03 FURR-DOWN LIGHT GAUGE METAL STUD FRAMING @ 16" O.C., BOTTOM @ 8'-4" AFF 04 ALUM BIKE RACK ® LEGEND WALL INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY E KEY PLAN U Z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHrrECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Building II Second Floor Plan A5.22 LO 0 N 00 O 0 O it OCCCM'rn L'LJCET AC 01) 7l1C- All Building I - Third Floor Plan 3/32" = 1 "-O" SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES. C ALL EXTERIOR WALLS ARE WM-1 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES KEY NOTES 01 FLOOR DRAINS: SEE PLUMBING DRAWINGS. 02 42" HIGH GUARDRAIL, TO MATCH UNIT BALCONY WALLS 03 FURR-DOWN LIGHT GAUGE METAL STUD FRAMING @ 16" O.C., BOTTOM @ 8'-4" AFF 04 ALUM BIKE RACK LEGEND WALL INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY 31 M. E KEY PLAN 3FORUME a 0 ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHrrE=RE I INTERIOR DESIGN hil 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL p A 1 224 •� James B. AR0011 SET DI IB TIONS: A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Building I Third Floor Plan A5-31 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES co Id cn 0 N co 0 LO 0 0 SIM SIP Building II - Third Floor Floor Plan —1 n non. DCCCD Tn QLJCCT Ar 41- 3/32" = 1'-0" C ALL EXTERIOR WALLS ARE WM-1 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES KEY NOTES 01 FLOOR DRAINS: SEE PLUMBING DRAWINGS. 02 42" HIGH GUARDRAIL, TO MATCH UNIT BALCONY WALLS 03 FURR-DOWN LIGHT GAUGE METAL STUD FRAMING @ 16" O.C., BOTTOM @ 8'-4" AFF 04 ALUM BIKE RACK LEGEND WALL INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY KEY PLAN 1 ARCHITECTURE & INTERIOR DESIGN INC. PLANNING I ARCMECTURE I IN MORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com lab can BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments o Zephyrhills, FL N X, 05/08/2 AN.James •4 U s SET DISTRIB TIONS: a 0 _ 05108/15Bid_&.Permit S..et. U � A SHEET REVISIONS: EDITED BY: KG r PROJECT NO. 14-2984 U Z Third Floor Plan A5.32 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES co LO N co 0 LO 0 -11— -- — I— — — OnOl All Building I - Fourth Floor Plan 3/32" = 1'-0" B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES. C ALL EXTERIOR WALLS ARE WM-1 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES :Y NOTES 01 FLOOR DRAINS: SEE PLUMBING DRAWINGS. 02 42" HIGH GUARDRAIL, TO MATCH UNIT BALCONY WALLS 03 FURR-DOWN LIGHT GAUGE METAL STUD FRAMING @ 16" O.C., BOTTOM @ 8'4' AFF 04 ALUM BIKE RACK LEGEND INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY KEY PLAN FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCH171WWRIE I IMERJORDESIGA 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.foru march itecture.Gom Dun Dun Dun no oa BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 AV% ziummerset Apartments C 0 Zephyrhills, FL 05/08/2015,,n 0 C 0 C 'f 0 _7 'a i - 0 James B. 0 C AR001 1 If, SET DISTR16WTIONS: A SHEET REVISIONS: EDITED BY: KG PROJECT NO. Building I IiES011*2 Fourth Floor Plan �1151 U11MIA " 0 T 0 N co 0 LO a 0 Sim SI Building II - Fourth Floor Floor Plan .__.. _ _.... DCCCD-TA CUCCT A5 Al 3/32" = 1'-U.. ® SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES. C ALL EXTERIOR WALLS ARE WM-1 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES KEY NOTES 01 FLOOR DRAINS: SEE PLUMBING DRAWINGS. 02 42" HIGH GUARDRAIL, TO MATCH UNIT BALCONY WALLS 03 FURR-DOWN LIGHT GAUGE METAL STUD FRAMING @ 16" O.C., BOTTOM @ 8'-4" AF 04 ALUM BIKE RACK ■ LEGEND INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY KEY PLAN 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 1&22 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 0 SHEET REVISIONS: 13 EDITED BY: KG w r PROJECT NO. 14-2984 Z Building 11 U) W 0 0 0! W I- Z W Fourth Floor Plan D h 0 WL r I 0 Q 0� A5.42 0 U. 0 rail co T 0 N co 0 LO 0 -o 0 3132" ® 1 `-0" E SHEET NOTES A REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES. A COMPLETE APPROVED ROOFING SYSTEM SHALL BE PROVIDED AND INSTALLED PER MANUFACTURER SPECIFICATIONS AND DETAILS B ROOF IS DESIGNED TO PREVENT THE ACCUMULATION OF WATER. ROOF TRUSS TOP CHORD SHALL BE PITCHED 1l4" (MIN.) PER FOOT TO ROOF DRAIN. OVERFLOW ROOF DRAINS SHALL BE 2"-4" ABOVE THE LOW POINT OF THE ROOF, AT THE MAIN ROOF DRAIN, FOR EACH DRAINAGE AREA C PROVIDE ROOF MANUFACTURER APPROVED FLASHING FOR ALL PENETRATIONS D ROOFING TO BE ENERGY STAR QUALIFIED ■ KEY NOTES 01 MAIN ROOF DRAIN, REFER TO PLUMBING PLANS. SET AT LOW POINT OF ROOF, MAINTAINING MINIMUM INSULATION PER ROOF ASSEMBLY 02 OVERFLOW ROOF DRAIN, REFER TO PLUMBING PLANS. DISCHARGE OVERFLOW AT A CONSPICUOUSLY LOCATED WALL NOZZLE (REFER TO ELEVATIONS FOR PROPOSED LOCATIONS. 03 PARAPET WALL: REFER TO BUILDING ELEVATION'S FOR HEIGHT 04 TRASH CHUTE CHIMNEY PER MANUFACTURER 05 METAL ROOF PER ASSEMBLY LEGEND —D—D—D—D— DESIGNATES I HR FIRE RATING FOR ADJACENT WALL FORUME ARCHITECTURE INTERIOR DESIGN, INC. PLMMW I ARCMffEM E 1 IPl1E WR 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 I www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments o Zephyrhills, FL 05/08/2015 U. IU Z • AR 11 4 .; 1�AGA SET D A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Building Roof Plan A 5. 51 00 v 00 L0 0 N 00 O L0 0 0 d. Building II - Roof Plan 3J32" = 1'-0" SHEET NOTES A REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES. A COMPLETE APPROVED ROOFING SYSTEM SHALL BE PROVIDED AND INSTALLED PER MANUFACTURER SPECIFICATIONS AND DETAILS B ROOF IS DESIGNED TO PREVENT THE ACCUMULATION OF WATER. ROOF TRUSS TOP CHORD SHALL BE PITCHED 1/4" (MIN.) PER FOOT TO ROOF DRAIN. OVERFLOW ROOF DRAINS SHALL BE 2"-4" ABOVE THE LOW POINT OF THE ROOF, AT THE MAIN ROOF DRAIN, FOR EACH DRAINAGE AREA C PROVIDE ROOF MANUFACTURER APPROVED FLASHING FOR ALL PENETRATIONS D ROOFING TO BE ENERGY STAR QUALIFIED 0 KEY NOTES 01 MAIN ROOF DRAIN, REFER TO PLUMBING PLANS. SET AT LOW POINT OF ROOF, MAINTAINING MINIMUM INSULATION PER ROOF ASSEMBLY 02 OVERFLOW ROOF DRAIN, REFER TO PLUMBING PLANS. DISCHARGE OVERFLOW AT A CONSPICUOUSLY LOCATED WALL NOZZLE (REFER TO ELEVATIONS FOR PROPOSED LOCATIONS. 03 PARAPET WALL: REFER TO BUILDING ELEVATIONS FOR HEIGHT 04 TRASH CHUTE CHIMNEY PER MANUFACTURER 05 METAL ROOF PER ASSEMBLY E LEGEND KEY PLAN DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL 0 Z 1 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 SummerSet Apartments Zephyrhills, FL 05/08/2015 �'� •� ma's IICA � p ' AR 224 James B. I ck AR0011 4 SET DIST U IONS: 05/08/15 Bid & Permit et A SHEET REVISIONS: EDITED BY: Building II A5.52 Al An 00 Ln 0 N co LO N 1 _T O BUILDING TYPE: CH ATTIC SPACE: C 0 BUILDING TYPE: CH ATTIC SPACE: B ■ BUILDING TYPE: CH ATTIC SPACE: A ESHEETNOTES REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 1,594 SF Attic area (Including Soffit): 2,037 SF Attic area (Including Soffit): NFA reqd (Attic Area / 300): 5.31 SF NFA reqd (Attic Area / 300): 6.79 SF NFA reqd (Attic Area / 300): Total reqd ventilation area in SI (Net Free Area X 144): 764 SI Total reqd ventilation area in SI (Net Free Area X 144): 978 SI Total reqd ventilation area in SI (Net Free Area X 144): Upper portion reqd (Total Reqd Vent Area X 50%): 382 SI Upper portion reqd (Total Reqd Vent Area X 50%): 489 SI Upper portion reqd (Total Reqd Vent Area X 50%): Lower portion reqd (Total Reqd Vent Area - Upper Portion): 382 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 489 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): PROVIDED NFA VENTILATION- UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER (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 ( 0) 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 ( 3) 6 Ft Tamco Off -Ridge Vents X 210 Si/vent = Total Provided: 420 Sl Total Provided: 558 SI Total Provided: PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER MFR: Mastic Model: Pro -Select Vinyl Double 5" MFR: Mastic Model: Pro -Select Vinyl Double 5" MFR: Mastic Model Pro -Select Vinyl Double 5" Total soffit material to be used: 173 SF Total soffit material to be used: 156.62 SF Total soffit material to be used: NFA of soffit material per LF: 7.53 / SF NFA of soffit material per LF: 7.53 / SF NFA of soffit material per LF: Total provided: 1,302.69 Sl Total provided: 1,179.34 SI Total provided: 2x BLOCKING AROUND PERIMETER OF OPENING SPRING HINGE WOOD SHEATHING DRAFTSTOP DOOR Draftston Door Detail 2,381 SF 7.93 SF 1142 SI 571 SI 571 Si 0 SI 630 SI 630 SI 1,66.87 SF 7.53 / SF 1,256.53 SI ROOF TRUSS DRAFTSTOPPING PROVIDE LATCH FOR DRAFTSTOP DOOR 1-1/2" = 1'-0" 3/16" = 1'-0" A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES C ALL SLOPES ARE TO BE 6:12 U.N.O. D ALL EAVE OVERHANGS ARE TO BE 16" U.N.O. E OVERFRAMED AREAS SHALL HAVE OPENINGS FOR VENTING AND ACCESS. DRAFTSTOP SHALL BE CONTINUOUS TO UNDERSIDE OF OVERFRAMED ROOF KEY NOTES 01 DOWNSPOUTS: LOCATIONS ARE APPROXIMATE, CONTRACTOR TO COORDINATE CAPACITY, AND LOCATIONS W/CIVIL 02 ROOF PER ASSEMBLY 03 22x36 FIRE -RATED, LOCKABLE, ATTIC ACCESS PANEL 04 SELF -CLOSING, 22"x36" DRAFTSTOP DOOR. REFER TO DETAIL 2, SHEET A5.53 05 6" SEAMLESS ALUM. GUTTERS, COLOR PER OWNER LEGEND — D CONTINUOUS DRAFTSTOPPING DOWNSPOUT 2206 LOCKABLE ATTIC ACCESS PANEL � ' OFF -RIDGE VENT ® ATTIC VENTILATION KEY TFORUME m ARCHITECTURE & INTERIOR DESIGN, INC. c PLANNING I ARCHITECTURE I IMEMORDESIGN .3 m 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 2&�i BENEFICIAL CO MMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL M A SHEET REVISIONS: EDITED BY: JG L PROJECT NO. 14-2984 U Z Clubhouse Roof Plan A5.53 SHEET NOTES 4 3/4" —\ r-- 31 /4" M 1 1 /8" NEXT TO UNITS 81 & B4-UFAS 26 4" (C.L. TO O.S.) 8 W2 Unit Al Note Plan 1/4 = 1'-011 A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 LINO 0 KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6 TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 29 GRAB BAR 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F LEGEND " FE FIRE EXTINGUISHER W/ MOUNTING BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE IINTERVIRDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 N Summerset r w w Apartments c 0 M 0 w 0 E 0 o Zephyrhills, FIL Up .5 0 50 f s James B. PAk AR001 1,k24 SET DIST B TIONS: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit Al Plans 0 N 00 O LO 0 `4', Unit. Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area Al 735 0 735 0 SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS lilj� y � I I LIVING ROOM KITCHEN .... ... ..... I . ....... I [� N 8 W2 Unit A2-UFAS Note Plan 1 /4" = 1'-0" B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO E KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42 A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE t Jli 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 29 GRAB BAR 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. LEGEND FIRE EXTINGUISHER W/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCMECTURE I IJTERIORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: r PROJECT NO. 14-2984 U Z Unit A2-UFAS Plans 0 N 00 0 0 0 A Unit A2-UFAS Reflected Ceiling Plan 1 /4" = 1'-0" Unit A2-UFAS Dimension Plan 1 /41' = 1'-0" Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area A2 UFAS 735 1 0 735 A5.61 i i i i i LIVING ROOM i co d- ir U } Lo T 0 N co 0 LO 0 0 a- PATIO / l� Nwo 1 /411= 1'-011 a C C Unit A3 Note Plan A n1A11 1 /4" = 1'-011 1 /4 = 1'-011 SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.1.1 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 29 GRAB BAR 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. I FIRE EXTINGUISHER W/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O. Unit Areas in SF Total Unit Area Unit Name in SF A/C Area Non -A/C Area A3 836 56 892 3FORUME m a 0 ARCHITECTURE & Q INTERIOR DESIGN, INC. RANNING I ARcHrrECTURE I INTERKADESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com °°° °°°. no on o o° BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments o ZeDhvrhills. FL U Z f�Jot", , g4 S. James B. BI AR001 2- SET DISTRI TIONS: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit A3 Plans ® SHEET NOTES r 1'-0" 1-0111 . Unit B1 Reflected Ceiling Plan 00 U U) T LO 0 N 00 O 0 c r r` c 1 /411 = 1 1-011 Unit B1 Note Plan c a NEXT TO CMU BREEZEWAY WALL 36'-4" (O.S. TO C.L.) Unit B1 Dimension Plan W2 @ 3RD & 4TH FLOORS A A 1M1 1 A A I - 1 /411 = 11-011 NEXT TO CMU BREEZEWAY WALL A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR a@ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16 DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 29 GRAB BAR 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. LEGEND FIRE EXTINGUISHER W/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O. Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area B1 1066 0 1066 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHRECTURE I IMFRIOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 00o ago Opo o®o, ® a 0o BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit 131 Plans A5.63 1 /4" = 1 1-011 SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS ;FORUM■ Unit B2 Reflected Ceiling Plan T 0 N 00 0 LO 0 0 1 /4" = 1 `-0" 361411(O.S. TO C.L.) c r 2 C r` c Unit B2 Note Plan 1 /4" = 114-01 1 A A 1.11 All All B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO w 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. ■ LEGEND FIRE EXTINGUISHER W/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O a ARCHITECTURE & a INTERIOR DESIGN, INC. C 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFIC`IAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhi'lls, FL 05/08/2015 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit 132 Plans Unit B2 Dimension Plan 1 /4" = 1'-0" Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area B2 1066 60 1126 A5.64 L»» 00 v Cn r r O N co Q LO 0 0 r-'� Unit B3 Reflected Ceiling Plan 1 /4" = 1.'-0" Unit B3 Dimension Plan Unit 133 Note Plan E2 1 /4". C1 1-011 ® SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 6HIGH MIRROR, WIDTH TO MATCH t TOILET PAPER A r R HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR. ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6 TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. LEGEND FIRE EXTINGUISHER W/ MOUNTING BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O. Unit Areas in SF Total Unit Area Unit Name in SF A/C Area Non -A/C Area B3 _ 1102 0 1102 2 FuAgm"' U 2 ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHrrECTURE I INTERORDESIGN 745 orienta avenue, suite 1121 altamonte springs,. ft 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail. Suite 301 Sarasota, FL 34239 Zephyrhills, FL 0 James B. AR0011 SET DISTRXTI NS: 0 SHEET REVISIONS: A5.65 0 SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS o FORUME co co rD r Lr) Q N 00 0 LO 0 Unit B4-UFAS Reflected Ceiling Plan 1 /4" = 1'-0" W1 9 1/411 = 1'-0" . ,...4 i /On fIIL'��ldt B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO KEYNOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36 HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 29 GRAB BAR 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. LEGEND FIRE EXTINGUISHER W/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area B4 UFAS 1066 0 1066 ARCHITECTURE INTERIOR DESIGN, INC. c PLANNING I ARCHITECTURE I INTERIORDESIGN C 0) N N 745 orienta avenue, suite 1121 altamonte springs, fl 32701 «' phone: 407.830.1400 c fax: 407.830.4143 AA0002731 www.forumarchitecture.com U N' z L a E 0 w o0o nno 0 an 0 jjENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 James B. AR0011 N. ,L SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit 134-UFAS Plans A5.66 a n APN Unit B5-UFAS Note Plan 4 3/4" f- 1 1 /8" 6-2 7/8" 0 N M 10'-2" 1, 3°-0;, e 5; 6" 0 zo 5'-11 1 /4" = 1'-0" 5'-6 —11/8" BALCONY M 11'-3" x 5°-4" ZN I LIVING ROOM _.. 12'-2" x 19'-5" I I - M. BEDROOM N `= — 11'-5" x 12'-2" W.1.C. 6'-0" x 3'-6" 6-7112" 5'-1/%A 12'-4 5/8" lei 6'-1 3/4" 11 3'-9 5/8" 01 2'-1" -4-7/16' -- 3'-1015/16" 2'-1 1/2" 2'-1 5/8" 3-1 3/8" 2'-11 1/8" 2'-10 7/8" 3'-91/2" ` lo i 00 I co T J � n LIN y LIN. II _ - W.I.C. `� 5'-1-0" x 5 4' !o BATH 2 KITCHEN - i 7 11 x9-7 10'-2"x9'-6" o LAUNDRY;LO �_- 2' 5 3' 2 7(8'° 2' 9' 10' 91f2" 5' 2 5/8" =_ 3 4 2°-9" : 5' 7 3/4" 60 , M SAT 7 1 CV 22'-2 7/8" 13'-10 7/6' 36°-13/4" (O.S. TO O.S.) Ar 1 1/8" 3694" (C, L. TO O.L.) vi 0 0 C6 0 0 CM O ro CV 11181, SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42"A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 10 SKIRT PANEL TO MATCHCABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER. PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 29 GRAB BAR 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. ® LEGEND FIRE EXTINGUISHERW/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O. 3FORUM a m 0 ARCHITECTURE & a INTERIOR DESIGN, INC. c PLANNING I ARCHnECTURE I IWERK)RDESIGN W 745 orienta avenue, suite 1121 altamonte springs, fl 32701 w phone: 407.830.1400 fax: 407.830.4143 AA0002731 y www.forumarchitecture.com BENEFICIAL I COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 N 0) c Zephyrhills, FL 05/08/2015 l���lIII� /r• . 0 SHEET REVISIONS: EDITED BY: PROJECT , •8, Unit B5-UFAS Reflected Ceiling Plan 1:f4 11 1.1_011 Unit B5-UFAS Dimension Plan F1LlIr�i�il� Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area B5 UFAS 1066 60 1126 ri m i"AA A, a, 41 - 0 ® SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS FO UME co C' T V1TrruC:nl BATH 2 . ... Unit 136-UFAS Note Plan 1 /4" = 1'-0" A A /wi A /011 b y� G B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO ® KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. LEGEND FIRE EXTINGUISHER W/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O ARCHITECTURE INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I WTERIORDMGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments o Zephyrhills, FL N A SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit 136-UFAS Plans 0 N 00 O 0 0 Unit 136-UFAS Dimension Plan 1 /4" Unit 136-UFAS Dimension Plan 1 /4" = 1'-011 Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area B6 UFAS 1102 0 1102 A5.68 co cn 0 c c OF N cv; Unit C1 Note Plan 29'-0" 11 An r,' n" r.'_Fl" Q' n" 9ils ra 47'4' (O.S. TO O.S.) 18'4' 1/4" = 1'-0" SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 LINO KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. FIRE EXTINGUISHER W/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O. 3FORUME a o ARCHITECTURE & a INTERIOR DESIGN, INC. c 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1.400 fax: 407.830.4143 AA0002731 www.forumarchitectu re.com uuu Dun uuu uuu 0 0 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit C1 Plans Unit C1 Reflected Ceiling Plan = 1'-0 1 /4 Unit C1 Dimension Plan Unit Name Unit Areas In SF Tatar Unit Area in SF AiC Area Non -A/C Area C1 1305 60 1365 SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS 1 U N w T 0 N 00 0 0 0 0 Unit C2-UFAS Reflected Ceiling Plan 1 /411 = 1'-0" 1 /411 = 1'-0" �. 24'-4" '�, 23'-0" L Unit C2-UFAS Dimension Plan 47'-4" (O.S. TO O.S.) 1 /4 = 1'-0„ B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS .". 1: - .MUM ■ KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV. SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. LEGEND FIRE EXTINGUISHER W/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O. Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area C2 UFAS 1305 60 1365 C 0 U 4_ 0 E `0 N C 0 .N L N C 0 U 7 0 A 0 C Q ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHffECTURE I INIMORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com nno aon onn nn 0 0 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL AR001122 ••�" .0 �tt SET D1ST46BUTI6NS: A SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit C2-UFAS Plans A5.70 SHEET NOTES W2430 W2430 W3021 W1830 W3015 i HOOD WORKSPACE I r" M M OPEN/ B15 O Unit C2-U FAS Kitchen Interior Elevations Unit 134-UFAS Kitchen Interior Elevations 22g8ef REFRIG RANGE, B18 3/8" = 1'-0" Unit 135-UFAS, & 136-UFAS Similar 3/8" = 1'-011 O u O Unit C 1 Kitchen Interior Elevations Unit 131 Kitchen Interior Elevations Unit B2, & B3 Similar 0 Unit A3 Kitchen Interior Elevations L b;su b JU W3315 W3030 W3021 W3330 r i' HOOD 18ef REFRIG `I RANGE B30 B33 O U 3/8" = 1 '-0" 3/8" _ 1 -0" 3/8" = 11-011 A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY CLEAR FLOOR SPACE C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO E KEY NOTES 01 6" WIDE INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ SIDESPLASH 06 LIGHT ABOVE MIRROR 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 TOILET PAPER HOLDER 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND 10 SKIRT PANEL TO MATCH CABINETS 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 17 16" DEEP VINYL COATED WIRE SHELF 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED EQUALLY 19 LAVATORY INSULATE ANY EXPOSED HOT WATER PIPES, & TRAPS. LAV, SHALL BE FREE OF SHARP OBSTRUCTIONS BENEATH SINK 20 ACCESSIBLE ENERGY STAR RANGE W/ FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) 22 WASHER BOX 23 DRYER VENT BOX 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE SLIDE BAR 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP WITH 4" TO 6" TRANSITION 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE IN TO BE PROVIDED FOR EVERY UFAS UNIT. 29 GRAB BAR 30 FILLER 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. LEGEND FIRE EXTINGUISHER W/ MOUNTING FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 FURRED DOWN CEILING 8'-0" U.N.O FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I IMERVIR DESIGN 745 orienta avenue, suite 1121 aitamonte springs, fl 32701 ' phone: 407.830.1400 S fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 James B. ack AR0014224 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 i Apartments o i o Unit Interior Elevations - f Kitchens O O Unit A2-U FAS_ Kitchen. Interior I w ti ns O Unit Al Kitchen Interior Elevations A5.71 SHEET NOTES 3 0 A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS FORU'ME i+ ;2 B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY 2 ARCHITECTURE & 24 CLEAR FLOOR SPACE N INTERIOR DESIGN, INC. 2 C REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR - RANwNG I ARCH17EM E I 1WSWRIDEMN 24 A5.92 WINDOW SCHEDULES m 04 04 24 D EXPOSED END CABINET AND PANELS TO BE FINISHED 745 orienta avenue, suite 1121 of 07 TO MATCH CABINET FRONTS ° aitamonte springs., fl 32701 ® phone:407.830.1400 02 03 / E ALL INTERIOR WALLS TO BE WF-3 UNO fax: 407.830.4143 2 29 19 AA0002731 A5.92 19 www.forumarchitecture.com 05 // 29 29 29 // 9 29 29 KEY NOTES 0 01 6" WIDE INTERIOR STUD WALL Q 28 2s 02 RECESSED MEDICINE CABINET o 09 09 09 09LLago Goo 10 M 03 24" TOWEL BAR @ 42" A.F.F. o u u o o u n C13 04 SHOWER CURTAIN ROD —J-------- U I, 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ C: 15"MIN. 26 DB15 10 15 MIN. 0$ SIDESPLA$H ` 0 0 0 BENEFICIAL OA O O 06 LIGHT ABOVE MIRROR N COMMUNITIES Unit C2-U FAS Master Bathroom Interior Elevations Unit B4-U FAS Master Bathroom Interior Elevations 07 36"HIGH MIRROR, WIDTH TO MATCH VANITY m 3550S.TamiamiTrailSuite 301Sarasota, FL34239 10 3/8" = 1'-0" Unit B5-UFAS, & B6-UFAS Similar 3/8" = 1'-0" 08 TOILET PAPER HOLDER Z 0 0 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND .3 10 SKIRT PANEL TO MATCH CABINETS 0 E 11 DBL BOWL KITCHEN SINK WI DISPOSAL 0 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE � S u m me rset AT REFRIGERATOR FOR ICEMAKER) E 04 0 os 04 13 ENERGY STAR RANGE o Apartments 04 06 24 14 DUCTLESS RANGE HOOD 02 2 04 07 15 ENERGY STAR DISHWASHER A5.92 02 03 03 `o 19 // 16 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING N 1s 24" MIN. ROD o Zephyrhills, FL 29 29 y 29 05 08 17 16" DEEP VINYL COATED WIRE SHELF N 05/08/201 28 09 18 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED ALLY 09 EQUALLY $ F 09 M - i 19 LAVATORY INSULATE ANY EXPOSED HOT WATER y'�•' • ..� i _ _ _ _ _ _ _ PIPES, &TRAPS. LAV. SHALL BE FREE OF SHARP Es B. Btq OBSTRUCTIONS BENEATH SINK y RN.1M VSB36 0). • C DB15 2s 10 B c 20 ACCESSIBLE ENERGY STAR RANGE W/ 24 O 0 OA O FRONT -MOUNTED CONTROLS •��;•.,•,.••...•..,.��� 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE Rya Unit A2-U FAS Bathroom Interior Elevations Unit C2-U FAS Bathroom 2 Interior Elevations „ - 1 11 AT REFRIGERATOR FOR ICEMAKER) 0 Ja es B. BIa 8 3/8" = 1 `-0" 7 3/8 — 1 -0 22 WASHER BOX 0 AR001 2 23 DRYER VENT BOX o SET DISTRtI5 UTIONS: 0. 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND U 05/08/15. Bid_ set ADJUSTABLE SLIDE BAR a N 25 ONE PIECE BACKSPLASH TO MATCH COUNTERTOP r ................ WITH 4" TO 6" TRANSITION o -_ ............ ......... ..... ...... T 06 26 PIPE PROTECTION PANEL TO MATCH CABINETS m 02 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE N os 04 04 06 SHELVING W/ HANGING ROD - _ 04 04 07 ................ 02 03 19 28 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND C 07 07 NOT SLIP DURING USE IN TO BE PROVIDED FOR _ 19 I / 03 05 \ 02 05 EVERY UFAS UNIT. _ 0) / 24" Ml 29 GRAB BAR o __ 05 08 24" MIN24 ' 30 FILLER oa 0 SHEET REVISIONS: 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. m _ LEGEND / .._.._. - ..-...._............__.._...._...- ---- FIRE EXTINGUISHER W/ MOUNTING Q VSB36 — — — — — — —o FE BRACKET IN KITCHEN CABINET REFER E DB12 VSB36 09 VS639 ' ..... 3o TO GENERAL NOTES ON SHEET Al .03 UOL A B COB o __... .......................... O A B o FURRED DOWN CEILING 8'-0" U.N.O. a __ 0 Unit C 1 Bathroom 2 Interior Elevations Unit B 1 Bathroom 2 Interior Elevations Unit A3 Bathroom Interior Elevations - - -- 3/8" = 1'-0" Unit B2, B3, B4-UFAS, B5-UFAS & B6-UFAS Similar 3/8" = 1'-0" 2 3/8" = 1'-0" ....____ ._.... ............ ..........__. C a.. C 0 _._ _.._ _................. U N r.. ...... _.._..---.._ ...._..... ........__... _.......__.._. 1— I C_...... ____._._.._ ... ...... ......... ___ .. . ............ . ...................... ....__..._.... .................. _.......... __... N 02 , B _ __ ..... -KG 04 06 04 04 0 '10 EDITED BY. 02 07 0 PROJECT NO. 14-2984 1g � 07 F 02 I z 19 I 19 1 05 05 \ II I z 01- 24 MIN. 24 MIN. Apartments 05 30 08 w w 08 0 co 0 Uj _._._. Unit Interior Ele vations09 M — — — — — — t_TT_j ------- Bathrooms LO f D1312 VSB36 DB12 09 D315 VSB36 DB12 D615 VSB36 30 09 w n 68 N O O O 0 co Q LO -nit 1 Master Bathroom Interior Elevations Unit B1 Master Bathroom Interior Elevations Unit Al Bathroom Interior Elevations � A5.72 o U C 0 0 5 3/8" = 1'-0" 3 Unit B2, & B3 Similar 3/8" = 1'-0" 1 3/8" 1'-0" o a 4 U cn Enlarged FACP Room 1st Floor Plan 1 /41' = 1'-0" c. n" r. nu SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES KEY NOTES 01 90 MIN. RATED ACCESS DOOR 02 TRASH CHUTE CHIMNEY PER MANUFACTURER FORUME e ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHrrECTURE I MUM I0 Z 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com noo ono non non 0 0 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Apartments Enlarged Plan M UNIT FINISH SCHEDULE N I� O LO LO T 0 N co 0 LO 0 O' ROOM NAME FLOOR BASE WALL CEILING REMARKS CONC CT CPT VP PT WD FC N EXT GB MR EXT GB KITCHEN CT WD GB GB LIVING ROOM VP WD GB GB BEDROOM CPT WD GB GB WIC CPT WD GB GB BATHROOM CT WD GB* MR* GB *REFER TO TUB DETAILS MECHANICAL CLOSET CT WD GB GB LAUNDRY CT WD GB GB PANTRY CT WD GB GB LINEN CT WD GB GB PATIO / BALCONY I CONC ___t_FC I JEXT EXTJ ABBREVIATION LEGEND EXT Exterior Finish CONC Concrete (Sealed) CPT Carpet CT Ceramic Tile FC Fiber Cement GB Gypsum Board (Textured & Painted) MR Moisture Resistant Gyp. Bd. wl Tile N None VP Vinyl Plank WD Wood OFFSET WALL 18" MIN 18" MIN Z M ro N TO TUB EDGE IF NO OFFSET WALL TUB 18� 18� BACK WALL NLAN w/ UrF5t I WALL Water Closet At Tub Wall Blocking co v 1/2" = 1'-0" CONTROL OR OUTLET I. 0" - 20" 11, z_ MIN 30" WIDE CLEAR N KNEE SPACE z 0 a M c it r VARIES IC> 0 ti 0 SHELVES SINGLE SHELF ABOVE CLOSETS WASHER & DRYER \Closets & Shelves Heiahts 1/2" = 1'-0" 101, 46" — VE-, z ^2 M 0 M BACK WALL SIDE WALL Water Closet At Side Wall Blockin CONTROL OR OUTLET 01 20" - 25-1/2" COUNTERTOP z_ MIN 30" WIDE CLEAR N KNEE SPACE SECTION S Control Locations Forward Reach Over Obstructions 1 /2" = 1'-0" BATHROOM ELEVATION I SECTION CD MI 12" MAX MEDICINE CABINET ALTERNATE LOCATION SWITCHES AND/OR OUTLETS Lu z (REFER TO ELEC DWGS TO o VERIFY IF THEY ARE CONTROL TO BE LOCATED AT 0 OR OUTLET LAVATORY WALL) I' - SIDE SPLASH STANDARD 24" DEEP CABINET 1 VANITY CABINET 251/2" MAX DOOR COUNTERTOP PLAN 36" MIN FROM CORNER CONTROL CONTROL OR OUTLET OR OUTLET w STANDARD 24" z � DEEP CABINET ADDL. OUTLETS 25112 MAX G PERMITTED AS COUNTERTOP o 25112" MAX REQ'D. BY CODE af COUNTERTOP — — — STANDARD 24" U_ DEEP CABINET CONTROL L OR OUTLET SECTION I PLAN �Contr�IL ocations v % Side Reach Over Obstructions if -011 1/211 1/2" = 1'-0" co z Fn —�ral ENVIRONMENTAL ELECTRICAL LIGHT CONTROLS OUTLETS SWITCHES Control Locations Forward & Side Reach Unobstructed 1/2" = 1'-0" Cabinet Blocking Detail at Kitchen 1'-0 1 /2" = " 22 2co fl 24 20 \ I Tub Accessory Heights 74" RAW Z �G co TUB M FOOT (CONTROL WALL) Tub Wall Blockin 1 /211 = 1 1-011 ® SHEET NOTES A DRAWINGS, DETAILS, AND REQUIREMENTS INDICATED ON THIS SHEET ARE REPRODUCED FROM THE FAIR HOUSING ACT (FHA) DESIGN MANUAL, REVISED AS OF 1998. B ITEMS INDICATED ARE A PORTION OF THE FHA REQUIREMENTS. REFER TO THE FHA DESIGN MANUAL FOR COMPLETE FHA ACCESSIBILITY REQUIREMENTS. C THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE FHA — — — REQUIREMENTS AND MUST NOTIFY THE ARCHITECT IF THERE ARE ANY DISCREPANCIES INDICATED BY THESE DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. D DIMENSIONS TAKEN FROM FLOORS OR WALLS ARE FROM FINISHED SURFACES. 15" MIN REMTO COUNTS TO FINISH 1 °' �E SEE SEPARATE DRAWINGS IN THESE DOCUMENTS FOR FHA CLEAR FLOOR SPACE REQUIREMENTS FOR BATHROOMS & KITCHENS. a F ALL CABINET DRAWER HANDLES AND CABINET DOOR HANDLES IN BATHROOMS AND KITCHENS SHALL BE LEVER OR D-PULL TYPE KEY NOTES VSB36 01 WALL CABINET 02 STUD WALL PER ASSEMBLY Toilet Clearance 03 CONT. 2x6 BLOCKING TOP & BOTTOM 6 1 /2" = 1'-0" 04 GYPSUM BOARD PER ASSEMBLY 05 STANDARD 24" DEEP BASE CABINET WITH COUNTER 06 FURRING PER ASSEMBLY 07 (1) LAYER OF 5/8" FIRE -RATED GYPSUM BOARD 08 6" WIDE KNEE WALL 09 COUNTERTOP 6" 48" MIN 6" 24" M I N 6M 10 1x WOOD TRIM BELOW TOP, ALL OPEN SIDES 11 BASE TRIM 12 2x BLOCKING @ TUB 13 BACKSPLASH AND SIDESPLASH TO MATCH M M COUNTERTOP TUB — _ — _ — — SECTION Countertop Overhang Details Tub Section At Non -Rated Wails kL IF SEPARATE RROUND 3/4" = 1'-0" 1 It — 1'-0" M Tub 14 1/2" MOISTURE RESISTANT GYPSUM BOARD W/ TEXTURE & PAINT ABOVE SURROUND HEAD 15 SEALANT 16 16" DEEP VINYL COATED WIRE SINGLE SHELF 17 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 1 /2rr = 1 r—On 18 (5) SHELVES SPACED EQUALLY, DEPTH & MATERILA PER UNIT PLANS 19 GRAB BAR 20 FIBERGLASS TUB SURROUND W/ INTEGRATED TOWEL BAR, SOAP DISH & GRAB BAR BLOCKING BY MFR 14 15 21 CURTAIN ROD 20 22 SHOWER HEAD x 23 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND 06 NOT SLIP DURING USE AND TO BE PROVIDE FOR EVERY UFAS UNIT 24 TUB / SHOWER CONTROLS 25 HAND HELD SHOWER W/ 60" LONG HOSE, AND SEAL IF SEPARATE ADJUSTABLE SLIDE BAR SURROUND Tub Section At Rated CMU Wall 3/4" = 1'-0" Tub Section At Rated Tenant Wall \L IF SEPARATE 2ROUND 1'-0 3/4 = " =FORUM■ ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I IWERIORDESIGN m N ® 745 orienta avenue, suite 1121 altamonte springs, fl 32701 2 phone: 407.830.1400 fax: 407.830.4143 AA0002731 w www.forumarchitecture.com U 009 BUD Olin no 0 0 0o BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL I 05/08/2015 0 SHEET REVISIONS: s EDITED BY: JG PROJECT NO. 14-2984 i Apartments i i Unit Details, Finish r Schedule & Accessibility Diagrams A5.91 a. LO 0 N 00 LO 0 co M 18" REQ. TO FINISH A:7�+ A 0" Grab Bar at Water Closet U FAS/FBC-A Tub Accessory Heights U FAS/FBC-A VANITY COUNTERTOP APRON MINIMUM SPACE AREA 17" MIN PROVIDE PIPE PROTECTION (19" TO FOR DRAIN & HOT WATER SUPPLY TYPICALL W/ PIPE INSULATION OR PER PLAN) REMOVABLE PANEL a MO M O Q 19" MAX SUPPORT BRACKET UFAS/FIBO-A 1/2" = 1'-01' DISPOSAL COVER 12" WIDE ± 12" PREFERRED OPEN BOT VENTILATION & ACCESS TO RESET BUTTONS Knee S SINKS UP TO 6" DEPTH PERMITTED, REAR DRAIN PREFERRED PIPE PROTECTION & APPEARANCE PANEL ADJACENT CABINETS, WALL, AND FLOOR MUST BE FINISHED TO MATCH SHEET NOTES A DRAWINGS, DETAILS, AND REQUIREMENTS INDICATED ON THIS SHEET ARE REPRODUCED FROM THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) AND FLORIDA BUILDING CODE - ACCESSIBILITY 2012 (FBC-A). B ITEMS INDICATED ARE A PORTION OF THE UFAS/FBC-A REQUIREMENTS. REFER TO THE UFAS/FBC-A DESIGN MANUAL FOR COMPLETE ACCESSIBILITY REQUIREMENTS. C THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE UFAS/FBC-A REQUIREMENTS AND MUST NOTIFY THE ARCHITECT IF THERE ARE ANY DISCREPANCIES INDICATED BY THESE DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. D DIMENSIONS TAKEN FROM FLOORS OR WALLS ARE FROM FINISHED SURFACES. E SEE SEPARATE DRAWINGS IN THESE DOCUMENTS FOR UFAS/FBC-A CLEAR FLOOR SPACE REQUIREMENTS. F HORIZONTAL GRAB BARS TO BE INSTALLED LEVEL & AT EQUAL HEIGHTS AFF. KEY NOTES 01 WALL CABINET 02 STUD WALL PER ASSEMBLY 03 CONT. 2x6 BLOCKING TOP & BOTTOM 04 GYPSUM BOARD PER ASSEMBLY 05 STANDARD 24" DEEPBASE CABINET WITH COUNTER 06 FURRING PER ASSEMBLY 07 (1) LAYER OF 5l8" FIRE -RATED GYPSUM BOARD 08 6" WIDE KNEE WALL 09 COUNTERTOP 10 1x WOOD TRIM BELOW TOP, ALL OPEN SIDES 11 BASE TRIM 12 2x BLOCKING @ TUB 13 BACKSPLASH AND SIDESPLASH TO MATCH' COUNTERTOP 14 1/2" MOISTURE RESISTANT GYPSUM BOARD W/ TEXTURE & PAINT ABOVE SURROUND 15 SEALANT 16 16" DEEP VINYL COATED WIRE SINGLE SHELF 17 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 1 (5) SHELVES SPACED EQUALLY, DEPTH & MATERILA PER UNIT PLANS 19 GRAB BAR 20 FIBERGLASS TUB SURROUND W/ INTEGRATED TOWEL BAR, SOAP DISH & GRAB BAR BLOCKING BY MFR 21 CURTAIN ROD 22 SHOWER HEAD 23 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND NOT SLIP DURING USE AND TO BE PROVIDE FOR EVERY UFAS UNIT 24 TUB / SHOWER CONTROLS 25 HAND HELD SHOWER W/ 60" LONG HOSE, AND ADJUSTABLE SLIDE BAR 3 a FORUME ARCHITECTURE INTERIOR DESIGN, INC. c c PLANNING I ARCHITECTURE I INTERIORDESIGN 0 4) 745 orienta avenue, suite 1121 altamonte springs, fl 32701 c phone: 407.830.1400 S fax: 407.830.4143 AA0002731 www.forumarchitecture.com m L a 3 L 0 U. DDD DDn 0 DDD DDD C o C DD 0 u C 3 NE (0 COMMUNITIES X 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 a) 0) L 0 .0 3 C E 0 0 N r Summerset 0 N. Apa rtme n-ts C 0 0 w 0 E L 0 o Zephyrhills, FL 0 05/08/2015 0 C 0 0 7 a 0 0 C Q C 0 0 C 0 21 0 0 C M 0 C C N 0 o. 0 C SHEET REVISIONS: L 0 L Q E 7 L 0 LL W 0 L a 0 L 0. r L C C C 0 0 L Apartments UFAS/FBC-A Unit Details & Accessibility Diagrams A5.92 Roll -Under Vanity/Lavatory 1/2" = 1'-0" Kitchen Sink / Disposal 1/2" = 1'-0" -- U LJ 01 01 SHEET NOTES 7F I—) A REFER TO SHEET A5.95 FOR BLOCKING AND OTHER UNIT ACCESSIBILITY REQUIREMENTS. (D FORUME fB DIMENSIONS TAKEN FROM FLOORS OR WALLS ARE o ARCHITECTURE & ° 0 ° I , O. 01 I FROM FINISHED SURFACES. ° INTERIOR DESIGN, INC. c ® KEY NOTES PLANNING I ARCHITECTURE I INFRI IORDESIGN do c:)C! 01 30"x48 01 I 0 I O CLEAR FLOOR SPACE °' 745 orienta avenue, suite 1121 • L / "" CLEAR FLOOR SPACE altamohone 40g 02 30x60830 1400 -// LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE -` P 03 48"x56" CLEAR FLOOR SPACE fax: 40780002731 04 48"x60" CLEAR FLOOR SPACE www.forumarchitecture.com p L 04 05 48"x66" CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE 0 0 o O O Q - 06 56"x60 CLEAR FLOOR SPACE LJ o 07 60" TURNING DIAMETER (CLEAR FLOOR SPACE) o u o a °o n 1 - I I% 08 SPACE)T-SHAPED SPACE FOR 180 TURN (CLEAR FLOOR o0 01 ;❑ a ° 01 I I ° � I WATER CLOSET CLEAR FLOOR SPACE 03 TUBISHOWER CLEAR FLOOR SPACE BENEFICIAL 0 0 _ 0 N COMMUNITIES 1 I x 3550 S. Tamii-ami Trail Suite 301 Sarasota, FL 34239 L_�- L_�- V' Unit C1 Bathroom= r L 3 Per FHA Specification B 1/4" = 1'-011 I I I I 0 .3 N C REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE L— o �r--� ° ° �l —, °°° O O s Unit C1 Kitchen Diagram I L-- L-- E Sum 8 1 /4" = 1'-0" 111 1° ° 01 1 I I I FO 0 01 1 \ I o Apartments \\ 1 \ l a C(O`` 0 \\ �I ILEI .0N- Zephyrhllls, FL > C Ic 24" o 01 \ ,: I I �� •gyp 01 I LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE oTE .�.�•,... B. C 00 O SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE ° ° °O 2-0 \ °' '� •••'' •• •' ••�` L ----------�------- l \ c \ 0 -- _-- a°o -- — °°o -- I I � � I I � I ',: \ , _ � James B. BI ck ° AR0011 4 — Q U J l �% ° °. ° ° o SET DISTR&T ONS: 01 \\ I Bid.-& Permit:Set \ \ \\ \ \ 0 / 05 ..... ......... r\ \ I / I 1 TUBISHOWER CLEAR FLOOR SPACE N 01 '� � ' �'��i r WATER CLOSET CLEAR FLOOR SPACE _...... . ........... .......... -_ I Unit A3 Bathroom Diagrams21 �� I 20 O 0 ( / I Per FHA Specification B 1/4" = 1'-0" - - - - - /� _A N ..... ..... ....... .. ..._.. _. N REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE m REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE c Unit 7 B 1, B21 & B3 Kitchen Diagram Unit Al Kitchen Diagram �- v __- ----- --- - - - ----- ------- --- ------ --- --- ---------- - - ---------------- - - - - ---- ---- .. ......... -------------------------------- 5 -011 -- ---------- -------------------- --- N 0 0 SHEET REVISIONS: ° O � - o� o� 00o E 01 ' 01 � � _ I I / 2 ❑�� /I = z � _. -- -- N � O CL I I .... �/ ....... _....... .. ......... .. . ................. ........... .................... m c FACI ...._......... LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE C j L N / LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE c _-- ....................... .... .. ....... ..... SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE n _ _ ,--------� ! I 1 I/` EDITED BY: KG 0 0 o s. \t ° ° ° - ° I... i a) U-0—j II I Ell PROJECT N0. 14-2984 z 01 ° 01 °° I °, _ _..._ o o .. U) ° O / 04 - 1, i, V, Z4 0 — / j I FHA C earorace -T :' , / Diagram O O O o /'. _ ._....._../.._. f_ /L / D U REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE TUB/SHOWER CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE TUBISHOWER CLEAR FLOOR SPACE x U IY Unit A3 Kitchen Diagram Unit B1 , B2, & B3 Master Bathroom Diagrams Unit Al Bathroom Diagrams A50��93 — 6 1/4n - r -0n 4 Per FHA Specification B 1/4n= 1� -0n Per FHA Specification A 1/4n1 � -0" 0 0 1 ____--------- I I, 111.1 I II I i I I _.- _. 1 _-_ ._.... - __ _ I I. I. I I. ■ SHEET NOTES 3 ° A REFER TO SHEET A5.95 FOR BLOCKING AND OTHER UNIT ACCESSIBILITY REQUIREMENTS. FORUME B DIMENSIONS TAKEN FROM FLOORS OR WALLS ARE o ARCHITECTURE 8c FROM FINISHED SURFACES INTERIOR DESIGN, INC. KEY NOTES PLANNING I ARCHITECTURE I KrEZIORDESIGN CCC 11 CCC CCC 01 30"x48" CLEAR FLOOR SPACE o 745 orients avenue, suite 1121 altamonte springs, 07 —I I — °' ° — ° °' — 02 30"x60" CLEAR FLOOR SPACE L s fl 32701 p g o o o o I o o r hone: 407.830.1400 I ' I J f I 03 4856 CLEAR FLOOR SPACE I ( I ( xfax. 407.830.4143 I. � — '- — Os AA0002731 01 J I� I� 07 ..�._ ._... _ o / o i� ,�' 01 ` ` 04 48"x60" CLEAR FLOOR SPACE www.forumarchitecture.com o�' ° / /` \ ° //// /� o J -� / J 05 48"x66" CLEAR FLOOR SPACE L ❑ ;.... ❑ 01 ,, 0 4 ; 06 56"x60 CLEAR FLOOR SPACE � -- — — — -- O Ro O ° , 0 0 O O —I r /` 07 60"TURNING DIAMETER (CLEAR FLOOR SPACE) U. nu an ao n c o p f I 08 T-SHAPED SPACE FOR 180 TURN (CLEAR FLOOR oa. 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TOP OF TRUSS s, - r s i , y { L , 4 s, -r £ i s I ( £r 1 A11. _......... .............>.. .. ..... s s 40 __ _ { OL _ _ _ r ......_.........._.. TRUSS BRG 1 r ;. ....... _...... - r�--7 - - - 4 .. f EEI A7.33 Y �_,<„ �.� >" " ;,, a <_.<., "n".".."<u.<:��" ......... I � ......� U FIN FLOOR ,_�� w""nr F"<__M.< » ,�,., ���,:µ" 3 � ; � ._ __ ; ; £ : """""�". ��,,"^^"^:^.<�„^^ �.""".n � ,<�� ,�.. . " - - ___ ,:, 1, F— _... . 1 11 - _.... _.-^__ram-_.,�_ —.^-ti' LU 30 0 �� - - - - - - - -- PLANK BRG _ -... ..._._ 3 } __ > ._ _._._ — ._. __ n >. __ < J- _l 00 u� _.. i ............_I M ILL 20 8 I 1 ) ,.,r ao _. ! 23 0 FIN. FLOOR00 .r. .>., _ t 1 19-8 _ __ Lu PLANK BRG. _ ,: , __ _. > ___ ,,.r ^�;�< µ _ 1 _EA�): _... I > u. ......... .......CD .. ............ ..I , , , ,.,,, Y ,! . 3 l A7,33 ,� '" ,>,..:>,>.,, !>,.._, __. .__. ____ ____.___..___� -___ s-> ,.-, ,_'r'r > FIN. FLOOR < .: f { rEE- �,.�. >. �<— _.._ ^; <-�- , ; , <, r } ,1 _.._____ ......_...,,...._. , , s r r, s<". .> ^... 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FLOOR 9'4' PLANK BRG,`1 3/32" = 1'-0" - 9'-4" PLANK BRG. 12 16 0.41 9 A7.31 3/32" = 1'-0" 121 `— 21 3/32" = 1'-0" SHEET NOTES 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 THROUGH A9.22 FOR DOOR & WINDOW DETAILS D ALL FIBER CEMENT TRIM TO BE WOOD GRAIN TEXTURE AND FIBER CEMENT PANEL TO BE SMOOTH E ALL CEMENT PLASTER TRIM BANDS & FOAM TRIM WITH HARD COAT, TO BE SAND TEXTURE. CEMENT PLASTER WALL SURFACE TO BE KNOCK DOWN TEXTURE F ALL EXTERIOR COLORS TO BE SELECTED BY OWNER G CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS 0 0 ■KEY NOTES w 01 PARAPET WITH CAP 02 ROOF PER ASSEMBLY 03 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD WITH ALUMINUM DRIP EDGE UNO. PAINTED, COLOR PER OWNER 04 ALUMINUM GUTTERS - COLOR PER OWNER 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER 06 DOOR PER SCHEDULE 07 WINDOW PER SCHEDULE 08 CEMENT PLASTER TRIM BAND 09 CEMENT PLASTER FINISH PER ASSEMBLY 10 CONTROL JOINT, TYP. WHERE VERTICAL JOINT MEET HORIZONTAL JOINTS, WINDOWS, OR DOORS, PROVIDE SEALANT IN VERTICAL JOINTS EXTENDING ABOVE THE INTERSECTION I 11 2" WIDE CEMENT PLASTER REVEAL ACCESSORY, FRY REGLET CHANNEL SCREED OR SIMILAR - REFER TO DETAIL 9 / A7.32 12 FIBER CEMENT LAP SIDING W/ 8" EXPOSURE UNO 13 FIBER CEMENT PANEL 14 FIBER CEMENT TRIM BOARD Ll 15 FOAM TRIM BAND L L 16 STONE VENEER L D 17 SUPPORT BRACKET. REFER TO DETAIL 1 / A6.51 u 18 FOAM BRACKET. REFER TO DETAIL 2 / A6.51 19 BUILDING SIGNAGE BY OWNER 20 ALUMINUM RAILINGS 21 (2) V-5" X 5'-0" VINYL FALSE SHUTTERS- COLOR PER OWNER 22 OVER FLOW DRAIN SCUPPER, SEE PLUMBING. SHALL BE "PAINTABLE" GRADE & PAINTED TO MATCH ADJACENT WALL SURFACE 23 LIGHT FIXTURE PER ELECTRICAL KEY PLAN FORUME ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTFRIOR DESIGN m y 745 orienta avenue, suite 1121 L altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com U 1&4 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: JG PROJECT NO. Building i J 1 f Exterior Elevations 1 i i A6.1 1 i ® SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUME 00 U N LO T O N co O LO O 0 a 1X6 B LU a v M 43'-4" RP OF TRUSS 40'4- TRUSS BRG 31'-0" FIN. FLOOR '�j 30_-0" PLANK BRG, Y 3N 20'-8" FIN. FL 00 co PLANK BRG. 10'-4" FIN. FLOOR 9'-4 PLANK BRG. V Partial Side Elevation Buildin II -South Elevation `� Stair 3 & 4 -Breezeway 3/16" = 1'-0" 3/32" = 1'-0" Building II - West Elevation Building II - North Elevation WINDOW TRIM TYPICAL AT GROUND FLOOR 3/32" = 1'-0" B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A9,11 THROUGH A9.22 FOR DOOR WINDOW D ALL FIBER CEMENT TRIM TO BE WOOD GRAIN TEXTURE AND FIBER CEMENT PANEL TO BE SMOOTH E ALL CEMENT PLASTER TRIM BANDS & FOAM TRIM WITH HARD COAT, TO BE SAND TEXTURE. CEMENT PLASTER WALL SURFACE TO BE KNOCK DOWN TEXTURE F ALL EXTERIOR COLORS TO BE SELECTED BY OWNER Uj G CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS. REFER TO 0 ELECTRICAL DRAWINGS FOR DETAILS 0 ® KEY NOTES Uj 9 01 PARAPET WITH CAP u L L L L D L D D u 02 ROOF PER ASSEMBLY 03 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD WITH ALUMINUM DRIP EDGE UNO. PAINTED, COLOR PER OWNER 04 ALUMINUM GUTTERS - COLOR PER OWNER 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER 06 DOOR PER SCHEDULE 07 WINDOW PER SCHEDULE 08 CEMENT PLASTER TRIM BAND 09 CEMENT PLASTER FINISH PER ASSEMBLY 10 CONTROL JOINT, TYP. WHERE VERTICAL JOINT MEET HORIZONTAL JOINTS, WINDOWS, OR DOORS, PROVIDE SEALANT IN VERTICAL JOINTS EXTENDING ABOVE THE INTERSECTION 11 2" WIDE CEMENT PLASTER REVEAL ACCESSORY, FRY REGLET CHANNEL SCREED OR SIMILAR - REFER TO DETAIL 9 / A7.32 12 FIBER CEMENT LAP SIDING W/ 8" EXPOSURE UNO 13 FIBER CEMENT PANEL 14 FIBER CEMENT TRIM BOARD 15 FOAM TRIM BAND 16 STONE VENEER 17 SUPPORT BRACKET. REFER TO DETAIL 1 / A6.51 18 FOAM BRACKET. REFER TO DETAIL 2 / A6.51 19 BUILDING SIGNAGE BY OWNER 20 ALUMINUM RAILINGS 21 (2)1'-5" X 5'4" VINYL FALSE SHUTTERS- COLOR PER OWNER 22 OVER FLOW DRAIN SCUPPER, SEE PLUMBING. SHALL BE "PAINTABLE" GRADE & PAINTED TO MATCH ADJACENT WALL SURFACE 23 LIGHT FIXTURE PER ELECTRICAL ® KEY PLAN 1w ARCHITECTURE INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I IM8210RDESIGN ' 745 orienta avenue, suite 1121 altamonte springs, fl 32701 ' phone: 407.830.1400 s fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 0 SHEET REVISIONS: I EDITED BY: JG PROJECT NO. 14-2984 Building II Exterior Elevations A6.21 ® SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES SIN 00 11 T T C N 00 0 LO 0 0 0- Building II - East Elevation Building II - Elevation South East Corner 3/32" = 1'-0" 9A A6.41 3112" 2 8 4 w A6.41 A7.31 A6.41 SIM SIM a V --T 14 1X6 14 1X4--®—®®�� Building II - South Elevation 071---1 109 B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A9.11 THROUGH A9.22 FOR DOOR & WINDOW DETAILS E ALL CEMENT PLASTER TRIM BANDS & FOAM TRIM WITH HARD COAT, TO BE SAND TEXTURE. CEMENT PLASTER WALL SURFACE TO BE KNOCK DOWN TEXTURE F ALL EXTERIOR COLORS TO BE SELECTED BY OWNER G CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS KEY NOTES 01 PARAPET WITH CAP 03 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD WITH ALUMINUM DRIP EDGE UNO. PAINTED, COLOR PER OWNER 04 ALUMINUM GUTTERS - COLOR PER OWNER 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER 06 DOOR PER SCHEDULE 07 WINDOW PER SCHEDULE 08 CEMENT PLASTER TRIM BAND 09 CEMENT PLASTER FINISH PER ASSEMBLY 10 CONTROL JOINT, TYP. WHERE VERTICAL JOINT MEET HORIZONTAL JOINTS, WINDOWS, OR DOORS, PROVIDE SEALANT IN VERTICAL JOINTS EXTENDING ABOVE THE INTERSECTION 'v 11 2" WIDE CEMENT PLASTER REVEAL ACCESSORY, FRY ` REGLET CHANNEL SCREED OR SIMILAR - REFER TO DETAIL 9 / A7.32 of TRuss 12 FIBER CEMENT LAP SIDING WI 8" EXPOSURE UNO 40'-4" TRUSS BRcq 13 FIBER CEMENT PANEL 14 FIBER CEMENT TRIM BOARD 31'-0", FIN. FLOOR 15 FOAM TRIM BAND 30'-0" PLANK BRG, Lu 16 STONE VENEER 20'-8" d � 0 17 SUPPORT BRACKET. REFER TO DETAIL 1 / A6.51 FIN. FLOOR 19` 8" c 0 18 FOAM BRACKET. REFER TO DETAIL 2 / A6.51 PLANK�BRG. P Uj o 19 BUILDING SIGNAGE BY OWNER 10_ —4" 20 ALUMINUM RAILINGS FIN. FLOOR 9`-4" r6 21 (2) V-5" X 5-0" VINYL FALSE SHUTTERS- COLOR PER PLANK BRG. OWNER 22 OVER FLOW DRAIN SCUPPER, SEE PLUMBING. SHALL BE "PAINTABLE" GRADE & PAINTED TO MATCH 01.1 FIN FL-°R O�- ADJACENT WALL SURFACE 23 LIGHT FIXTURE PER ELECTRICAL 3/32" = 1'-0" — 10 31'-0' FIN. FLOOR 30 0 — _ 11 PLANK BRG, ad U ° I ° --� 09 20'4" , FIN. FLOOR I cl c g F- - F- =_ PLANK BRG. G0 10'-4" 15 FIN. FLOOR 9'-4" _ PLANK BRG. 9E A6.41 KEY PLAN o ARCHITECTURE & a INTERIOR DESIGN, INC. _ PLANNING I ARCHITECTURE I INTEFUDRDESIGN' U) N 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 Y www.forumarchitecture.com U N L Q E 0 w 0 nn0-0nn Odd OOp _ W C U +0m-- --IWAGft BENEFICIAL t 0 COMMUNITIES X 3550 S, Tamiami Trail Suite 301 Sarasota, FL 34239 m L 0 r 3 _ 0 E 3 U 0 a L Summerset Apartmentl U w 0 E L 0 W o ZeDhvrhills. FL a In _ 0 _ 0 0 U N 'o a U w O a rn 0 _ 0 a a� L m U c m 0 L 0 Q SHEET REVISIONS: 3 U N L i' Q E 7 L 0 LL 0 0 a 0 a m y B m N C N c _ 0 U L L c 0 LO _ 0 E 3 U EDITED BY: JG 0 L PROJECT NO. 14-2984 0 Z Z Building N w 0 0 w Z A6.22 0 N 0 L0 0 0 I�IUU[ IUUS( JUULI I CICVdLIUI I(3 �iUui IUUJc I1U1 Li i L—icvaL1U1 r 4 3/16"=V-0" ,-------- 3/16 =1'-0" 3/16" = 1'-0" SHEET NOTES 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 THROUGH A9.22 FOR DOOR & WINDOW DETAILS D ALL FIBER CEMENT TRIM TO BE WOOD GRAIN TEXTURE AND FIBER CEMENT PANEL TO BE SMOOTH E ALL CEMENT PLASTER TRIM BANDS & FOAM TRIM WITH HARD COAT, TO BE SAND TEXTURE. CEMENT PLASTER WALL SURFACE TO BE KNOCK DOWN TEXTURE F ALL EXTERIOR COLORS TO BE SELECTED BY OWNER G CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS KEY MOTES 01 PARAPET WITH CAP 02 ROOF PER ASSEMBLY 03 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD WITH ALUMINUM DRIP EDGE UNO. PAINTED, COLOR PER OWNER 04 ALUMINUM GUTTERS - COLOR PER OWNER 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER 06 DOOR PER SCHEDULE 07 WINDOW PER SCHEDULE 08 CEMENT PLASTER TRIM BAND 09 CEMENT PLASTER FINISH PER ASSEMBLY 10 CONTROL JOINT, TYP. WHERE VERTICAL JOINT MEET HORIZONTAL JOINTS, WINDOWS, OR DOORS, PROVIDE SEALANT IN VERTICAL JOINTS EXTENDING ABOVE THE INTERSECTION 11 2" WIDE CEMENT PLASTER REVEAL ACCESSORY, FRY REGLET CHANNEL SCREED OR SIMILAR - REFER TO DETAIL 9 / AT32 12 FIBER CEMENT LAP SIDING W/ 8" EXPOSURE UNO 13 FIBER CEMENT PANEL 14 FIBER CEMENT TRIM BOARD 15 FOAM TRIM BAND 16 STONE VENEER 17 SUPPORT BRACKET. REFER TO DETAIL 1 / A6.51 18 FOAM BRACKET. REFER TO DETAIL 2 / A6.51 19 BUILDING SIGNAGE BY OWNER 20 ALUMINUM RAILINGS 21 (2)1'-5" X 5'-0" VINYL FALSE SHUTTERS COLOR PER OWNER 22 OVER FLOW DRAIN SCUPPER, SEE PLUMBING. SHALL BE "PAINTABLE" GRADE & PAINTED TO MATCH ADJACENT WALL SURFACE 23 LIGHT FIXTURE PER ELECTRICAL ® KEY PLAN FORUME ARCHITECTURE INTERIOR DESIGN, INC. PLANNING I ARCHRECTURE I INTMORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Duo OUG Duo 0aa 0 0 JIB"E" 00 NEEICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL I 05/08/2015 James B. ack AR001 2 4 SET DISTRIBU IONS: A SHEET REVISIONS: EDITED BY: JG W r PROJECT NO. 14-2984 U Z Clubhouse Exterior Elevations A6.31 00 U U) M O N W O 0 0 Cupola Detail v T- v Detail Elevation Detail Column at Clubhouse Elevation Detail 1 /211 = 1. 1-011 1/4" = 11_0" 1X4 1X6 Balcony Elevation Detail 1 /4'' = 1 1-019 walcony Elevation Deta 1/4" = 11-011 3 m a a m FO UME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERMDEWA 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 1 � s Zephyrhills, FL 0 SHEET REVISIONS: PROJECT NO. .; Apartments Enlarged Elevationc- Details c a r O Foam Bracket Detail 0 N Bracket Details A 1 12" N i 02 M I i 7 3/4" N 2 314" 12„ 1 1l2" CIA 02 , 02 r, 14" 30" P H H 1 " = 1'-011 ill = 1 ,-011 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C ALL CEMENT PLASTER TRIM BANDS AND FOAM TRIM WITH HARD COAT, TO BE SAND TEXTURED D ALL SEALANT TO BE ACRYLIC URETHANE ® KEY NOTES 01 STEEL BRACKET, PAINTED. STEEL SIZES PER STRUCTURAL DRAWINGS 02 FOAM BRACKET WITH HARD COAT FORUME ARCHITECTURE & INTERIOR DESIGN INC. PLANNING I ARCHRECTURE I INMWRDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701. phone: 407.830.1400 fax: 407.830.4143 AA0002731 f' www.forumarchiteGture.com BENEFICIAL COMMUNITIES x 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 N Summerset Apartments AR001A22# SET DISTRI'BUTI NS: 05/08115 Bid & PermitSet 0 SHEET REVISIONS: ii EDITED BY: KG PROJECT NO. 14-2984 Enlarged Elevation i Details I I A5.51 I SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES dig i,, #.ar-11 MCM � � � D ALL FIBER CEMENT TRIM TO BE WOOD GRAIN TEXTURE AND FIBER CEMENT PANEL TO BE SMOOTH' E ALL CEMENT PLASTER TRIM BANDS & FOAM TRIM WITH HARD COAT, TO BE SAND TEXTURE. CEMENT PLASTER WALL SURFACE TO BE KNOCK DOWN TEXTURE G CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS ® KEY NOTES 01 PARAPET WITH CAP 02 ROOF PER ASSEMBLY 03 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD WITH ALUMINUM DRIP EDGE UNO. PAINTED, COLOR PER OWNER 04 ALUMINUM GUTTERS COLOR PER OWNER 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER 06 DOOR PER SCHEDULE 07 WINDOW PER SCHEDULE 08 CEMENT PLASTER TRIM BAND 09 CEMENT PLASTER FINISH PER ASSEMBLY 10 CONTROL JOINT, TYP. WHERE VERTICAL JOINT MEET HORIZONTAL JOINTS, WINDOWS, OR DOORS, PROVIDE SEALANT IN VERTICAL JOINTS EXTENDING ABOVE THE INTERSECTION 11 2" WIDE CEMENT PLASTER REVEAL ACCESSORY, FRY REGLET CHANNEL SCREED OR SIMILAR - REFER TO DETAIL 9 / A7.32 12 FIBER CEMENT LAP SIDING W/ 8" EXPOSURE. UNO 13 FIBER CEMENT PANEL 14 FIBER CEMENT TRIM BOARD 15 FOAM TRIM BAND 16 STONE VENEER 17 SUPPORT BRACKET. REFER TO DETAIL 1 /A6.51 18 FOAM BRACKET. REFER TO DETAIL 2 / A6.51 19 BUILDING SIGNAGE BY OWNER 20 ALUMINUM RAILINGS 21 (2)1'-5" X 5'-0" VINYL FALSE SHUTTERS- COLOR PER OWNER 22 OVER FLOW DRAIN SCUPPER, SEE PLUMBING. SHALL BE "PAINTABLE" GRADE & PAINTED TO MATCH ADJACENT WALL SURFACE 23 LIGHT FIXTURE PER ELECTRICAL M LO O N co `O LO O G lei FORUME ARCHITECTURE & INTERIOR DESIGN, INC. KMNING I ARCHITECTURE I IMERVIRDESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BUD BOB nos O0 0 0 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 ,aummerset Apartments Zephyrhills, FL ' 05/08/2015,---\ I" z ES B. C AR 01122 • �`' James B. Plack AROO 4 SET DISTRIB TIONS: 0 SHEET REVISIONS: EDITED BY: KG' PROJECT NO. 14-2984 Clubhouse Building Section 1 U a N M M 0 co 0 N N co _ 0 r.1 3 0 r- LO 0) N 0 U 0 a U LO N C U 0 a U a 9'4' BERG. HT. 30'-0" @ 4 19'-8" @ 3F _9'4'@2N@2' P� LANK BR 1x4 29'-4" @ 4- 19'-0" @ 31 8'-8 @ 2N BV p, NE 1x4 Balcony Dr11 ip Edge Typical Second, Third & Fourth Floor Section At B5-U FAS Balcony 3" = 1'-019 Second Floor 1" = 1'-0 11 A9.12 ill = 1'-0" 1x8 AVB Typical Roof & Parapet 1" = 1'-0 91 Typical Second, Third & Fourth Floor ----------- SLOPE ...---- ------------ _._�__ __---------- Section At Balcon Typical Ground Floor 7 A9.12 S I M ill = 1 1-011 111 = 1'-019 1 1/2 = 1'-0" Exterior ll Section Typical Second, Third & Fourth Floor 1 1/2" = 1'4' Fr I `.. 14 4 Exterior Wall Section Typical Ground Floor 1 1/2" = 1'-O" SHEET NOTES A REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES. BEY NOTES 01 CONC. FND. & SLAB PER STRUCTURAL. PAINT ALL EXPOSED FOUNDATIONS COLOR OF WALL ABOVE 02 CONTINUOUS LIGHT GAUGE METAL TRACK 03 1 1/2" WIDE CONT. STRIP 1/2" GYP. FIRE BLOCKING 04 FIBER CEMENT LAP SIDING. PER ELEVATION 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAM/HEADER PER STRUCTURAL 07 LEDGERIHANGER PER STRUCTURAL 08 2x4 P.T. FRAMING @ 16" O.C. 09 METAL FRAMING / FURRING PER ASSEMBLY 10 2X BLOCKING AS NEEDED 11 1X P.T. BLOCKING OR 1X FIBER CEMENT TRIM; WIDTH AS INDICATED 12 EXTERIOR SHEATHING PER ASSEMBLY 13 5/8" FIRE -RATED GYPSUM BOARD (EXT. GRADE @ UNCONDITIONED LOCATIONS) 14 ROOF SHEATHING PER ASSEMBLY 15 FIBERGLASS INSULATION PER ASSEMBLY 16 INSULATION BAFFLE: MAINTAIN 1 1/2" MIN. AIRSPACE BELOW ROOF DECK AT ALL EAVES, TYP. 17 GYPSUM BOARD PER ASSEMBLY 18 ROOF UNDERLAYMENT PER ASSEMBLY 19 CM,U WALL PER STRUCTURAL 20 FIBER CEMENT TRIM; SIZE PER ELEVATION, U.N.O.. PROVIDE ALL REQ'D FLASHING FOR SPECIFIC CONDITIONS. 21 FIBER CEMENT PANEL 22 DRIP: TRIM TO HANG 3/8" TO 3/4" PAST FIN. SOFFIT 23 CEMENT PLASTER FINISH PER ASSEMBLY, TYP. 24 WEEP SCREED 25 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 26 CONTINUOUS PERFORATED VINYL SOFFIT AT ALL EAVE OVERHANGS WITH REQUIRED CHANNELS & ACCESSORIES FOR COMPLETE INSTALLATION AS SPECIFIED BY MFR. 27 TYPICAL ALUMINUM CLAD 2x8 FASCIA, PAINTED, COLOR PER OWNER 28 GUTTER: ALUM SEAMLESS OGEE STYLE 29 BASEBOARD TRIM PER PROJECT MANUAL 30 CONTROL JOINT, TYP. 31 FLOOR TOPPING PER ASSEMBLY 32 PROVIDE CONT. BEAD URETHANE SEALANT. PROVIDE BACKER ROD IF NEEDED. 33 PRECAST CONCRETE PLANK PER ASSEMBLY 34 MTL DRIP EDGE 35 CEMENT PLASTER TRIM BAND 36 DRAFTSTOPPING PER ASSEMBLY 37 WD. ROOF TRUSS W/ VERT. MEMBERS @ 24" O.C. TO ACCOMMODATE DRAFTSTOPPING & ACCESS DOOR DTL 38 ALUM. RAILING PER ELEVATIONS 39 RESILIENT CHANNELS PER ASSEMBLY 40 NOT USED 41 CASING BEAD W/ WEEP HOLES OVER OPENINGS 42 FRAMING PER STRUCTURAL 43 BUILDING WRAP 44 SELF -ADHERING MEMBRANE 45 METAL FLASHING SET IN MASTIC 46 2X P.T. BLOCKING 47 LIGHT COVER 48 FOAM BRACKET WITH HARDCOAT FINISH - REFER TO DETAIL 2/A6.51 49 SUPPORT BRACKET - REFER TO DETAIL 1/A6.51 50 4X8 CEDAR BEAM 51 FOAM TRIM BAND WITH HARD COAT, TEXTURE TO MATCH CEMENT PLASTER TRIM BANDS - SIZE PER ELEVATIONS, U.N.O. 52 1/2" PLYWOOD c 3 m FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHRECTURE I INTERIORDESIGN 745 orienta avenue,, suite 1121 altamonte springs, fP 32701 phone: 407.830.1400 fax:. 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL Ja Y— s .A 0 SET DISTRIB TIONS: SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 Apartments 0 u c u Exterior Wall & Balcony r Sections u A7.11 00 u 0 U) a 00 0 0 N M M r_ 0 2 0 a- 0) N_ 0 N 0 U 7 0 L0 N C .0 U L O U U a Awning Detail Awning Section 3" = 1'-0" 4 A9.2 A9.22 SIM @ 4th Floor SIN 1-1/2" = 1'-0" A9.22 SIM Exterior Wall Section @ 2nd & 3rd Floors 1-1/2" = 1'-0" i f I I a Exterior Wall Section EM 1-1/2" = 1'-0" 7 F — — — — � I A71341 1 i 6 A7.31 I I I I I I 112" T USS Exterior Wall Section G u % at Pitched Roof A9.22 Exterior Wall Section at Pitched Roof D raftstopp i n At Breezeway 1-1/2" = 1'-0" 7 A7.31 ----� I I 1-1/2 = 1'-0" 1-1 /2" = 1 "-0'' ® SHEET NOTES A REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES. KEY NOTES 01 CONC. FND. & SLAB PER STRUCTURAL. PAINT ALL EXPOSED FOUNDATIONS COLOR OF WALL ABOVE 02 CONTINUOUS LIGHT GAUGE METAL TRACK 03 1 1/2" WIDE CONT. STRIP 1/2" GYP. FIRE BLOCKING 04 FIBER CEMENT LAP SIDING. PER ELEVATION 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAM/HEADER PER STRUCTURAL 07 LEDGER/HANGER PER STRUCTURAL 08 2x4 P.T. FRAMING @ 1'6" O.C. 09 METAL FRAMING / FURRING PER ASSEMBLY 10 2X BLOCKING AS NEEDED 11 1X P.T. BLOCKING OR 1X FIBER CEMENT TRIM; WIDTH AS INDICATED 12 EXTERIOR SHEATHING PER ASSEMBLY 13 5/8" FIRE -RATED GYPSUM BOARD (EXT. GRADE @ UNCONDITIONED LOCATIONS) 14 ROOF SHEATHING PER ASSEMBLY 15 FIBERGLASS INSULATION PER ASSEMBLY 16 INSULATION BAFFLE: MAINTAIN 1 1/2" MIN. AIRSPACE BELOW ROOF DECK AT ALL EAVES, TYP. 1.7 GYPSUM BOARD PER ASSEMBLY 18 ROOF UNDERLAYMENT PER ASSEMBLY 19 CMU WALL PER STRUCTURAL 20 FIBER CEMENT TRIM; SIZE PER ELEVATION, U.N.O.. PROVIDE ALL REQ'D FLASHING FOR SPECIFIC CONDITIONS. 21 FIBER CEMENT PANEL 22 DRIP: TRIM TO HANG 3/8" TO 3/4" PAST FIN. SOFFIT 23 CEMENT PLASTER FINISH PER ASSEMBLY, TYP. 24 WEEP SCREED 25 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 26 CONTINUOUS PERFORATED VINYL SOFFIT AT ALL EAVE OVERHANGS WITH REQUIRED CHANNELS & ACCESSORIES FOR COMPLETE INSTALLATION AS SPECIFIED BY MFR. 27 TYPICAL ALUMINUM CLAD 2x8 FASCIA, PAINTED, COLOR PER OWNER 28 GUTTER: ALUM SEAMLESS OGEE STYLE 29 BASEBOARD TRIM PER PROJECT MANUAL 30 CONTROL JOINT, TYP. 31 FLOOR TOPPING PER ASSEMBLY 32 PROVIDE CONT. BEAD URETHANE SEALANT. PROVIDE BACKER ROD IF NEEDED. 33 PRECAST CONCRETE PLANK PER ASSEMBLY 34 MTL DRIP EDGE 35 CEMENT PLASTER TRIM BAND 36 DRAFTSTOPPING PER ASSEMBLY 37 WD. ROOF TRUSS W/ VERT. MEMBERS @ 24" O.C. TO ACCOMMODATE DRAFTSTOPPING & ACCESS DOOR DTL 38 ALUM. RAILING PER ELEVATIONS 39 RESILIENT CHANNELS PER ASSEMBLY 40 NOT USED 41 CASING BEAD W/ WEEP HOLES OVER OPENINGS 42 FRAMING PER STRUCTURAL 43 BUILDING WRAP 44 SELF -ADHERING MEMBRANE 45 METAL FLASHING SET IN MASTIC 46 2X P.T. BLOCKING 47 LIGHT COVER 48 FOAM BRACKET WITH HARDCOAT FINISH - REFER TO DETAIL 2/A6.51 49 SUPPORT BRACKET - REFER TO DETAIL 1/A6.51 50 4X8 CEDAR BEAM 51 FOAM TRIM BAND WITH HARD COAT, TEXTURE TO MATCH CEMENT PLASTER TRIM BANDS - SIZE PER ELEVATIONS, U.N.O. 52 1/2" PLYWOOD FORUME o ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN c m N N 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 06 m AA0002731 2 www.forumarchitecture.com i nnn nnn BOB nnn o ? o0 i f BENEFICIAL 3 > COIVIIVIUNITIES i 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 ? ummerset Apartments Zephyrhills, FL . AR 224 James B. ck AR001 024 SET DISTRIB TIONS: 0 SHEET REVISIONS: EDITED BY: RTW PROJECT NO. i Apartments 14-2984 5 Exterior Wall Sections & Details MAK 00 as U U) 2 a_ N 7 CD 0 (0 0 (N dam' 00 C 0 a) 0 a- 0) ti 0 N C 0 _ 4 40'-4" TRUSS BRG. Roof At Tenant Seperation Trusses Parallel 1 1/2" = 1'-0" UNIT Floor Plank At Tenant Seperation Slab At Tenant Seperation 1 1/2" = 1'-0" 1 1/2" = 1'-0" Roof At Tenant Seperation Trusses Perpendicular 1 1/2" = 1'-0" Floor Plank At Tenant Seperation Slab At Tenant Seperation 1 1/2" = 1'-0" 1 1/2" = 1'-0" Floor Plank At Breezeway __ ---- Slab At Breezewa 1 1/2" = 1'-0" 1 1/2" = V-0" 1 1/2" = 1'-0" 0 SHEET NOTES A REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES. ® KEY NOTES 01 CONC. FND. & SLAB PER STRUCTURAL. PAINT ALL EXPOSED FOUNDATIONS COLOR OF WALL ABOVE 02 CONTINUOUS LIGHT GAUGE METAL TRACK 03 1 1/2" WIDE CONT. STRIP 1/2" GYP. FIRE BLOCKING 04 FIBER CEMENT LAP SIDING. PER ELEVATION 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAWHEADER PER STRUCTURAL 07 LEDGERMANGER PER STRUCTURAL 08 2x4 P.T. FRAMING @ 16" O.C. 09 METAL FRAMING / FURRING PER ASSEMBLY 10 2X BLOCKING AS NEEDED 11 1X P.T. BLOCKING OR 1X FIBER CEMENT TRIM; WIDTH AS INDICATED 12 EXTERIOR SHEATHING PER ASSEMBLY 13 5/8 FIRE -RATED GYPSUM BOARD (EXT. GRADE @ UNCONDITIONED LOCATIONS) 14 ROOF SHEATHING PER ASSEMBLY 15 FIBERGLASS INSULATION PER ASSEMBLY 16 INSULATIONBAFFLE: MAINTAIN 1 1/2" MIN. AIRSPACE BELOW ROOF DECK AT ALL EAVES, TYP. 17 GYPSUM BOARD PER ASSEMBLY 18 ROOF UNDERLAYMENT PER ASSEMBLY 19 CMU WALL PER STRUCTURAL 20 FIBER CEMENT TRIM; SIZE PER ELEVATION, U.N.O.. PROVIDE ALL REQ'D FLASHING FOR SPECIFIC CONDITIONS. 21 FIBER CEMENT PANEL 22 DRIP: TRIM TO HANG 3/8" TO 3/4" PAST FIN. SOFFIT 23 CEMENT PLASTER FINISH PER ASSEMBLY, TYP. 24 WEEP SCREED 25 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 26 CONTINUOUS PERFORATED VINYL SOFFIT AT ALL EAVE OVERHANGS WITH REQUIRED CHANNELS & ACCESSORIES FOR COMPLETE INSTALLATION. AS SPECIFIED BY MFR. 27 TYPICAL ALUMINUM CLAD 2x8 FASCIA, PAINTED, COLOR PER OWNER 28 GUTTER: ALUM SEAMLESS OGEE STYLE 29 BASEBOARD TRIM PER PROJECT MANUAL 30 CONTROL JOINT, TYP. 31 FLOOR TOPPING PER ASSEMBLY 32 PROVIDE CONT. BEAD URETHANE SEALANT. PROVIDE BACKER ROD IF WEEDED. 33 PRECAST CONCRETE PLANK PER ASSEMBLY 34 MTL DRIP EDGE 35 CEMENT PLASTER TRIM BAND 36 DRAFTSTOPPING PER ASSEMBLY 37 WD. ROOF TRUSS W/ VERT. MEMBERS @ 24" O.C. TO ACCOMMODATE DRAFTSTOPPING & ACCESS DOOR DTL 38 ALUM. RAILING PER ELEVATIONS 39 RESILIENT CHANNELS PER ASSEMBLY 40 NOT USED 41 CASING BEAD W/ WEEP HOLES OVER OPENINGS. 42 FRAMING PER STRUCTURAL 43 BUILDING WRAP 44 SELF -ADHERING MEMBRANE 45 METAL FLASHING SET IN MASTIC 46 2X P.T. BLOCKING 47 LIGHT COVER 48 FOAM BRACKET WITH HARDCOAT FINISH - REFER TO DETAIL 2/A6.51 49 SUPPORT BRACKET - REFER TO DETAIL 1/A6.51 50 4X8 CEDAR BEAM 51 FOAM TRIM BAND WITH HARD COAT, TEXTURE TO MATCH CEMENT PLASTER TRIM BANDS - SIZE PER ELEVATIONS, U.N.O. 52 1/2" PLYWOOD 1 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTMORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 !' www.forumarchitecture.com i 0p0 000 000 000 a 13 ®Q BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Surnmerset Apartments Zephyrhills, FL &TAM AR 11 24 f ` SET DISTRIB Bid & Permit Set A SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 Wall Sections & Details A7.13 CD U CO U) r C� CV 00 O 0 0 0 a rmuivi rHt,t yr fvIN I UMML Breezeway 2nd Floor Plan South West Breezeway 3/8" = 1'-0" Breezeway Wall Section a(4 reezewa 2nd Floor PlanStair 1 Shown. Stair 2, 3 & 4 Similar 1-1/2" = V-0" ir 4 Roof 3/8' = 1 -0 SIN SIN ��g�-� C I 1-1/2" e 1'-0" Breezeway�2n�dF loor Plan Stair 3 Roof Stair 2 Roof & South Breezeway j Breezeway d Floor P, Stair 1 Roof 3/8" = 1'-0" 3 1f 3/8" = 1'-0" ■ SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES KEY NOTES 01 5/8" FIRE RATED GYPSUM BOARD 02 FIBER CEMENT LAP SIDING 03 7/8" CEMENT PLASTER FINISH 04 FIBER CEMENT TRIM. SIZE PER ELEVATIONS, UNO. PROVIDE ALL REQ'D FLASHING FOR SPECIFIC CONDITIONS 05 FIBER CEMENT PANEL 06 SUPPORT BRACKET, REFER TO DETAIL 11A6.51 07 BEAM PER STRUCTURAL 08 RAIN DIVERTER 09 ALUMINUM GUTTER 10 ALUMINUM DOWNSPOUT 11 2X BLOCKING 12 2X PT FURRING 13 STANDING SEAM METAL ROOF 14 GALVANIZED METAL GRATE LANDING ANCHORED THROUGH ROOF DECK TO SOLID BLOCKING BELOW. SET <1/2" FROM STAIR LANDING FINISH FLOOR 15 SINGLE PLY ROOF MEMBRANE PER ASSEMBLY 16 METAL COUNTER FLASHING 17 "MASTER FLASH" BY AZTEC WASHER COMPANY OR APPROVED EQUIVALENT 18 WELDED STEEL RAIN COAT 19 MASTIC 20 EXTERIOR SHEATHING PER ASSEMBLY 21 CASING BEAD W/ WEEP HOLES 22 SEALANT 23 GIRDER TRUSS PER STRUCTURAL U Z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PL.A► MW I ARCHITECTURE I MMORD OGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com la oon nnn oon 0 0 �no BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 ,--, R 112 4 •'"' James B. ck AR001 4 SET DIS IBU IONS: SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Apartments Breezeway Wall Sections Un,"'VA VA 1 1 - Ix rx ao ca U Roof Section 1-1 /2" = 1'-0" \ ^ LVVV fRVVI `7GlsLIV11 L At. Clubhouse Connection 3/8" = 1'-0" OVERHANG `CENT FASCIA .90 Roof Access Section 3 A9.12 1-1 /2" = 11 -0" SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES ® KEY NOTES 01 5/8" FIRE RATED GYPSUM BOARD 02 FIBER CEMENT LAP SIDING 03 7/8" CEMENT PLASTER FINISH 04 FIBER CEMENT TRIM. SIZE PER ELEVATIONS, UNO. PROVIDE ALL REQ'D FLASHING FOR SPECIFIC CONDITIONS 05 FIBER CEMENT PANEL 06 SUPPORT BRACKET, REFER TO DETAIL 1/A6.51 07 BEAM PER STRUCTURAL 08 RAIN DIVERTER 09 ALUMINUM GUTTER 10 ALUMINUM DOWNSPOUT 11 2X BLOCKING 12 2X PT FURRING 13 STANDING SEAM METAL ROOF 14 GALVANIZED METAL GRATE LANDING ANCHORED THROUGH ROOF DECK TO SOLID BLOCKING BELOW. SET <1/2" FROM STAIR LANDING FINISH FLOOR 15 SINGLE PLY ROOF MEMBRANE PER ASSEMBLY 16 METAL COUNTER FLASHING 17 "MASTER FLASH" BY AZTEC WASHER COMPANY OR APPROVED EQUIVALENT 18 WELDED STEEL RAIN COAT 19 MASTIC 20 EXTERIOR SHEATHING PER ASSEMBLY 21 CASING BEAD W/ WEEP HOLES 22 SEALANT 23 GIRDER TRUSS PER STRUCTURAL IFe 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 Dan 0oo an ago 13 0 so- BENEFIIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FIL A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Partial Sections A7.15 .41 00 Inside Corner Bead.. at Fire Wall 6" = 1'-0" Fire Wall Plan First Floor 1-1 /2" = V-0" [0-7 WIN- 11 wo. 1 Typical Sill. And Header Condition 1-1/2" = 1'-0" First Floor 1-1 /2" = 1'-0" First Floor n' All netni ed 011 Reins 1 -1 /2" = 1 A—Oid SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C ADJUST GROUT LINES TO ACCOMMODATE FULL BLOCK MODULAR ■ KEY NOTES 01 CONCRETE FOUNDATION & SLAB: PER FOUNDATION PLANS, DETAILS, AND SCHEDULE. 02 STEEL ANGLE PER STRUCTURAL, COVER STEEL WITH INTUMESCED PAINT / MASTIC COATING TO ACHIEVE 1-HR RATING 03 CONTROL JOINT. 04 ROOF CLADDING PER ASSEMBLY. 05 CASING BEAD. 06 PRE-ENGINEERED ROOF TRUSS 07 CONTINUOUS SEALANT WITH BACKER ROD. 08 EXPANSION JOINT. 09 MINERAL WOOL BLANKET 10 8" C.M.U. FIRE WALL. 11 DO NOT COMBINE COURSING OF WALLS / PLANK, FIREWALL TO BE STRUCTURALLY INDEPENDENT 12 INSIDE CORNER EXPANSION JOINT SYSTEM BY AMIGO OR SIMILAR. 13 EXPANSION JOINT & FIRE BARRIER SYSTEM BY SPECIFIED TECHNOLOGIES INC. OR SIMILAR. 14 DOOR THRESHOLD PER SCHEDULE 15 DOOR PER SCHEDULE. 16 DOOR FRAME PER SCHEDULE. 17 5l8" FIRE -RATED GYP. BD SHEATHING, W/ 2x2 CLEATS UNDERSIDE OF ROOF SHEATHING, 4' MIN FROM FIRE WALL 18 FIRE CAULK 19 CORNER BEAD 20 CEMENT PLASTER PER ASSEMBLY 21 MORTAR JOINT FORUME ARCHITECTURE & INTERIOR DESIGN, INC. RANNNG I AI2CMECTURE I l DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 N ummerset r 0 N Apartments C 0 m U 0 E 0 0 Zephyrhills, FL W 9 05/08/2015 0 SHEET REVISIONS: EDITED BY: JG r PROJECT NO. 14-2984 U Z z Apartments W 0 W Building Separation - z 0 Fire Wall Sections & W U Details W 2 U Q A7.211 0 LL co a� cn LO 0 N W O In 0 0 SEALFASTENER PENETRATION 2x P.T. BLOCKING TWO PIECE METAL COPING SELF -ADHERING MEMBRANE BUILDING WRAP PAPER BACKING AS SPECIFIED LATH AS SPECIFIED SEALANT EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT TRIM SIZE PER ELEVATION CONT. SEALANT BEAD FIBER CEMENT SIDING PER ELEVATION Pa ra et Deta i 9 Fiber Cement Siding at Low Roof CASING BEAE TWO PIECE METAL COPING SELF -ADHERING MEMBRANE BUILDING WRAP PAPER BACKING AS SPECIFIED LATH AS SPECIFIED CEMEN' PER. EXTERIOR PER. Parapet Detail at Cement Plaster SEALFASTENER PENETRATION 2x P.T. BLOCKING TWO PIECE METAL COPING SELF -ADHERING MEMBRANE BUILDING WRAP PAPER BACKING AS SPECIFIED LATH AS SPECIFIED SEALANT EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT TRIM SIZE PER ELEVATION CONT. SEALANT BEAD FIBER CEMENT SIDING PER ELEVATION Para et Detail 7 at Fiber Cement Siding BASING BEAD SELF -ADHERING MEMBRANE BUILDING WRAP PAPER BACKING AS SPECIFIED LATH AS SPECIFIED ROOFING PER ASSEMBLY MTL. DRIP EDGE 2X PT FASCIA P.T. BLOCKING CEMENT PLASTER PER ASSEMBLY EXTERIOR SHEATHING PER ASSEMBLY 6" = 1'-0" SEALFASTENER PENETRATION eF MEMBRANE ERIOR SHEATHING ASSEMBLY 6" = 1'-0" 6" = 1'-0" N� Roof Overhang Detail at Hip Roof End 3" = 1'-0" nr!o rn AKI Roof Overhang Detail 5 at Breezeway Low Roof 3" = 1'-0" CMU PER AS SEMLY DIRECT APPLIED CEMENT PLASTER PER ASSEMBLY GYPSUM BOARD PER ASSEMBLY WEEP SCREED `, % FURRING PER ASSEMBLY SEALANT W/ BACKER ROD BASEBOARD TRIM FLOOR TOPPING MIXTURE PER ASSEMBLY \\ CV PRE CAST CODER ETEPLANK ASSEMBLY I Sill at Breezeway D eta i l at Upper Floor 6" = 1'-0" PER BUILT FIBS SELF- P.T. FURf PER STAF Sill at Slab Edge Detail Stone Veneer 6" = 1'-0" Sill at Slab Edge Detail �LJ Cement Plaster 6" = 1'-0" Sill at Slab Edge Detail Fiber Cement Siding 6" = 1'-0" r ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I IMEMORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset artments Zephyrhills, FL James B. ck AR001 2 SET DIS IBUTI NS: A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 i Apartments i i s Wall Sections Details I i A7.31 j1 r I I_. _-LLL. __i—.. .. L!i ._ 1—I __— _ I I _.. 00 U 0 0 N 00 O LO O 0 2" WIDE I PROV C SHEA DIRE SEALANT CMU PER ASSEMBLY 2x P.T. FURRING BUILDING WRAP FIBER CEMENT PANEL FIBER CEMENT TRIM SEALANT FIBER CEMENT TRIM SEI Soffit Drip Edge Detail at Fiber Cement Panel 6" = 1'-0" 5 vvaii to uemng uetall at Cement Plaster 6" = 1'-0" 4 vvan to uemng uetall at Fiber Cement Siding 6" 1'-0" P.T. FURRING STR PER ASSEMBL CMU PER ASSEMBI FIBER CEMENT SIDIP BUILDING WRAI SEALANT 1 PIECE COMPOSII CORNER TRI Outside Corner at Fiber Cement Siding CMU PER ASSEMBL` CEMENT PLASTER SYSTE THICKNESS PER ASSEMB CORNER BEAD Outside Corner at Cement Plaster 6" = 1'-0" 6" = 1'-0" 3FORUME m a m Y ARCHITECTURE & INTERIOR DESIGN, INC. C RMNING I ARCHITECTURE I INTERIORDESIGN 0 d 745 orients avenue, suite 1121 L altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 L y www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Apartments Wall Sections Details A7.32 L _. co SI BI FIBER C 2) ME MO` S CMU PER ASSEMBLY CEMENT PLASTER PER ASSEMBLY CASING BEAD METAL FLASHING SEALANT W/ BACKER ROD P.T. FURRING STRIP PER ASSEMBLY FIBER CEMENT TRIM BUILDING WRAP SEALANT FIBER CEMENT SIDING Trim Band Section Typ. at Siding to Cement Plaster Transition 6" = 11-0" CMl PER ASSEMBLI CASING BEA[ CEMENT PLASTEF PER ASSEMBLI SEALANT W BACKER RO[ FIBER CEMENT TRIN CUT TO FI" Al IGNLI YY1111 1\V 1 L/L vv Trim Section aJ Lfll./'�IY 1 Typ. at Siding to Cement Plaster Transition 611 = 11 -0 1 1 CMU PER ASSEMBLY BUILDING WRAP SELF -ADHERING MEMBRANE FIBER CEMENT SIDING :191LUL[Hri9Zia z STARTER STRIP NO SEALANT METAL FLASHING SEALANT FIBER CEMENT TRIN SEALANT WITH BACKER ROD SEALANT WITF BACKER ROE MORTAR SETTING BEE STONE VENEEF; Trim Band Section at Stone Venner to Fiber Cement Siding 6" = 1'-011 FRAMING PER ASSEMBLY EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT PANEL BUILDING WRAP SELF -ADHERING MEMBRANE NO SEALANT METAL FLASHING SEALANT FIBER CEMENT TRIN SEALANT WITH BACKER ROD FIBER CEMENT SIDING at Cupola I PER ASSEN CEMENT PLAS PER ASSEN SEAL HARD COAT FOAM Bi MUST EXTEND BEYOND AVER FACE OF STONE VENT SLOPE TOP FOR DRAIN CASING BEAD W/ WEEP HOLES SEALANT METAL FLASHING MORTAR SETTING BED STONE VENEER Trim Band Section at Stone Venner to Cement Plaster 611 = 1'-011 6„ = 1'-0„ ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIORDESIGN i 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 i www.forumarchitecture.com 4il,2 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Sum.merset Apartments Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: KG W PROJECT NO. U Z Apartments A7.33 FORUME co a) U LO C N co C LO 0 0 0 a METAL FLASHING SEALANT FRAMING PER ASSEMBLY FIBER CEMENT TRIM SEALANT WITH BACKER ROD FIBER CEMENT SIDING BUILDING WRAP EXTERIOR SHEATHING PER ASSEMBLY Trim Band Section at Build -Out EXTERIOR SHEATHIN" PER ASSEMBL SELF-ADHERIN MEMBRM BUILDING WRf FIBER CEME� SIDIN P.T. FURRING STR PER ASSEMBL STARTER STR FLASHIN SCRATC COAT PAINTED MATCH ADJACEN BUILDING COLO 12" CMU @ BUILD-OL PER ASSEMBL 6" 1'-0„ WEEP SCREE Sill at Slab Edge Detail f s • SEALANT EXTERIOR SHEATHING PER ASSEMBLY BEAM/HEADER PER STRUCTURAL BUILDING WRAP FIBER CEMENT PANEL FIBER CEMENT TRIM SEALANT FIBER CEMENT TRIM Soffit Dri w 0 a w a 0 Edae Detail 6" = 1'-0° 'SUM BOARD Z ASSEMBLY ZRING Z ASSEMBLY iEBOARD TRIM P.T. 2X WOOD BLOCKING J METAL FLASHING METAL FASCIA SEALANT WITH BACKEROD AS NEEDED CASING BEAD WITH NO WEEP HOLES CMU PER ASSEMBLY Edge Flashin At Elevator ROOF MEMBRANE 1 -1-1 "•r MENT M PER ASSEMBLY 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 i DDDo p 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 SHEET REVISIONS: l EDITED BY: KG I PROJECT NO. 14-2984 i Apartments i i i i Wall Sections Details i I I A7-34 A7.33 m Iv cu 0 in 2 a N CD 0 co a N It 00 C 0 76 0 IL 3 ti 0 rl- LO rn N C 0 .0 a ti LO N C ry :C3 U L O 1 Q U Q o_ o: • • i N—AlkM I I/L — I -V 5 A7.31 Fxtp-rinr Wall tn_n inn Ql r\VVI %JVVII IQI Ili.' Fxtp-ring WMI p_n inn Exterior Column Section ( -1 � Exterio�rC olumn Section At Entry 1 112" = 1'-0" r,,� Exterior Cloumn Section At Entry 1 1f2" = 1I-0" At Breezeway Column 6 3 A7.3 SIM 3 A7.31 Exterior Column Section At Breezeway Column 1 1 /2" = 1'-0" 1 1/2" = 1I-0" 6 A7.31 I Exterior Wall Section Typical at Clubhouse 1 A7.33 SIM. M Exterior Wall Section f 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 1 1/2 = 1'-O" SHEET NOTES A REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES. KEY NOTES 01 CONC. FND. & SLAB PER STRUCTURAL. PAINT ALL EXPOSED FOUNDATIONS COLOR OF WALL ABOVE 02 CONTINUOUS LIGHT GAUGE METAL TRACK 03 1 1/2" WIDE CONT. STRIP 1/Z GYP. FIRE BLOCKING 04 FIBER CEMENT LAP SIDING. PER ELEVATION 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAWHEADER PER STRUCTURAL 07 LEDGER/HANGER PER STRUCTURAL 08 2x4 P.T. FRAMING @ 16" O.C. 09 METAL FRAMING / FURRING PER ASSEMBLY 10 2X BLOCKING AS NEEDED 11 1X P.T. BLOCKING OR 1X FIBER CEMENT TRIM; WIDTH AS INDICATED 12 EXTERIOR SHEATHING PER ASSEMBLY 13 5/8"FIRERATED GYPSUM BOARD (EXT. GRADE @ UNCONDITIONED LOCATIONS) 14 ROOF SHEATHING PER ASSEMBLY 15 FIBERGLASS INSULATION PER ASSEMBLY 16 INSULATION BAFFLE: MAINTAIN 1 1/2" MIN. AIRSPACE BELOW ROOF DECK AT ALL EAVES, TYP. 17 GYPSUM BOARD PER ASSEMBLY 18 ROOF UNDERLAYMENT PER ASSEMBLY 19 CMU WALL PER STRUCTURAL 20 FIBER CEMENT TRIM; SIZE PER ELEVATION, U.N.O.. PROVIDE ALL REQ'D FLASHING FOR SPECIFIC CONDITIONS. 21 FIBER CEMENT PANEL 22 DRIP: TRIM TO HANG 318" TO 3/4" PAST FIN. SOFFIT 23 CEMENT PLASTER FINISH PER ASSEMBLY, TYP. 24 WEEP SCREED 25 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 26 CONTINUOUS PERFORATED VINYL SOFFIT AT ALL EAVE OVERHANGS WITH REQUIRED CHANNELS & ACCESSORIES FOR COMPLETE INSTALLATION, AS SPECIFIED BY MFR. 27 TYPICAL ALUMINUM CLAD 2x8 FASCIA, PAINTED, COLOR PER OWNER 28 GUTTER: ALUM SEAMLESS OGEE STYLE 29 BASEBOARD TRIM PER PROJECT MANUAL 30 CONTROL JOINT, TYP. 31 FLOOR TOPPING PER ASSEMBLY 32 PROVIDE CONT. BEAD URETHANE SEALANT. PROVIDE BACKER ROD IF NEEDED. 33 PRECAST CONCRETE PLANK PER ASSEMBLY 34 MTL DRIP EDGE 35 CEMENT PLASTER TRIM BAND 36 DRAFTSTOPPING PER ASSEMBLY 37 WD. ROOF TRUSS W/ VERT. MEMBERS @ 24" O.C. TO ACCOMMODATE DRAFTSTOPPING & ACCESS DOOR DTL 38 ALUM. RAILING PER ELEVATIONS 39 RESILIENT CHANNELS PER ASSEMBLY 40 NOT USED 41 CASING BEAD W/ WEEP HOLES OVER OPENINGS 42 FRAMING PER STRUCTURAL 43 BUILDING WRAP 44 SELF -ADHERING MEMBRANE 45 METAL FLASHING SET IN MASTIC 46 2X P.T. BLOCKING 47 LIGHT COVER 48 FOAM BRACKET WITH HARDCOAT FINISH - REFER TO DETAIL 2/A6.51 49 SUPPORT BRACKET - REFER TO DETAIL 1/A6.51 50 4X8 CEDAR BEAM 51 FOAM TRIM BAND WITH HARD COAT, TEXTURE TO MATCH CEMENT PLASTER TRIM BANDS - SIZE PER ELEVATIONS, U.N.O. 52 1/2" PLYWOOD FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHI EMRE I INTBRIORDIES1IGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BUD BOB non nun. o 13 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL EIIIIIIIIIIIIII . A SHEET REVISIONS: I EDITED BY: KG a PROJECT NO. 14-2984 L" z Clubhouse _.. ___.._._- _..__. _. 1- 00 a) CU 0 U) 2 a N 77 0 co 0 N 00 C 0 0 a_ M ti LO 0) N 0 U 0 a L v� N C D .G U L O U U a a A SE Liaht Cove Detail 3" = 1'-0" Section at Breezeway 1 1/2" = 1'-0" SHEET NOTES A REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES. KEY NOTES 01 CONC. FND. & SLAB PER STRUCTURAL. PAINT ALL EXPOSED FOUNDATIONS COLOR OF WALL ABOVE 02 CONTINUOUS LIGHT GAUGE METAL TRACK 03 1 1/2" WIDE CONT. STRIP 112" GYP. FIRE BLOCKING 04 FIBER CEMENT LAP SIDING. PER ELEVATION 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAM/HEADER PER STRUCTURAL 07 LEDGERMANGER PER STRUCTURAL 08 2x4 P.T. FRAMING @ 16" O.C. 09 METAL FRAMING / FURRING PER ASSEMBLY 1.0 2X BLOCKING AS NEEDED 11 1X P.T. BLOCKING OR 1X FIBER CEMENT TRIM; WIDTH. AS INDICATED 12 EXTERIOR SHEATHING PER ASSEMBLY 13 5l8" FIRE -RATED GYPSUM BOARD (EXT. GRADE @ UNCONDITIONED LOCATIONS) 14 ROOF SHEATHING PER ASSEMBLY 15 FIBERGLASS INSULATION PER ASSEMBLY 16 INSULATION BAFFLE: MAINTAIN 1 1/2" MIN. AIRSPACE BELOW ROOF DECK AT ALL EAVES, TYP. 17 GYPSUM BOARD PER ASSEMBLY 18 ROOF UNDERLAYMENT PER ASSEMBLY 19 CMU WALL PER STRUCTURAL 20 FIBER CEMENT TRIM; SIZE PER ELEVATION, U.N.O.. PROVIDE ALL REQ'D FLASHING FOR SPECIFIC CONDITIONS. 21 FIBER CEMENT PANEL 22 DRIP: TRIM TO HANG 3/8" TO 3/4" PAST FIN. SOFFIT 23 CEMENT PLASTER FINISH PER ASSEMBLY, TYP. 24 WEEP SCREED 25 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 26 CONTINUOUS PERFORATED VINYL SOFFIT AT ALL EAVE OVERHANGS WITH REQUIRED CHANNELS & ACCESSORIES FOR COMPLETE INSTALLATION AS SPECIFIED BY MFR. 27 TYPICAL ALUMINUM CLAD 2x8 FASCIA, PAINTED, COLOR PER OWNER 28 GUTTER: ALUM SEAMLESS OGEE STYLE 29 BASEBOARD TRIM PER PROJECT MANUAL 30 CONTROL JOINT, TYP. 31 FLOOR TOPPING PER ASSEMBLY 32 PROVIDE CONT. BEAD URETHANE SEALANT. PROVIDE BACKER ROD IF NEEDED. 33 PRECAST CONCRETE PLANK PER ASSEMBLY 34 MTL DRIP EDGE 35 CEMENT PLASTER TRIM BAND 36 DRAFTSTOPPING PER ASSEMBLY 37 WD. ROOF TRUSS W/ VERT. MEMBERS @ 24" O.C. TO ACCOMMODATE DRAFTSTOPPING & ACCESS DOOR DTL 38 ALUM. RAILING PER ELEVATIONS 39 RESILIENT CHANNELS PER ASSEMBLY 40 NOT USED 41 CASING BEAD W/ WEEP HOLES OVER OPENINGS 42 FRAMING PER STRUCTURAL 43 BUILDING WRAP 44 SELF -ADHERING MEMBRANE 45 METAL FLASHING SET IN MASTIC 46 2X P.T. BLOCKING 47 LIGHT COVER 48 FOAM BRACKET WITH HARDCOAT FINISH - REFER TO DETAIL 2/A6.51 49 SUPPORT BRACKET - REFER TO DETAIL 11A6.51 50 4X8 CEDAR BEAM 51 FOAM TRIM BAND WITH HARD COAT, TEXTURE TO MATCH CEMENT PLASTER TRIM BANDS - SIZE PER ELEVATIONS, U.N.O. 52 1 /2" PLYWOOD I0 z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTSWRDESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Wall Sections & Details A7.42 U 6 LO T 0 N co 0 LO 0 EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT SIDING BUILDING WRAP SELF -ADHERING MEMBRANE STARTER STRIP' NO SEALANT TWO-PEICE COUNTER FLASHING 1x8 FIBER CEMENT BOARD ROOF UNDERLAYMENT STANDING SEAM ROOF SYSTEM COUNTER FLASHING INSTALLED PER MFR ROOF UNDERLAYMENT ROOF DECK Roof to Wall Detail - Head Wall at Fiber Cement Siding with Wood NO SEALANT METAL ROOF SYSTEM STEP D: 20. SEAL ALL JOINTS AND GAPS "U'NO". 6 = 1'-0" R CEMENT SIDING tINGLOK" FLASHING -CAP ANGLE FIBER CEMENT TRIM SEALANT .DING WRAP MINUM DRIP EDGE MINUM FASCIA CLADDING )F UNDERLAYMENT NO SEALANT .DING WRAP "SPRINGLOK" FLASHING FIBER CEMENT BOARD INTER 7" FLASHING .DING TAPE END -CAP ANGLE METAL ROOF SYSTEM " FIBER CEMENT TRIM MINUM FASCIA CLADDING DECK 1F D STEP B: DING WRAP SELF -ADHERING MEMBRANE STUCCO FLASHING REGLET :-ADHERING MEMBRANE 1x2 FIBER CEMENT TRIM - ADHERING QBLE FLASHING ALUMINUM FASCIA CLADDING ROOF UNDERLAYMENT )F DECK STEP D: ---� --� 7. INSTALL 1X2 FIBER CEMENT TRIM END PIECE FROM THE LOWER EDGE OF RAKE ROOF FASCIA 16. INSTALL 1X6 FIBER CEMENT BACK BOARD AS SHOWN. AND UP TO 6" OVER THE TOP OF RAKE ROOF. 17. INSTALL METAL ROOF PER MANUFACTURER INSTRUCTIONS. 8. INSTALL ALUMINUM FASCIA CLADDING. 18. INSTALL 2X2 END -CAP ANGLE. 9. INSTALL ROOF UNDERLAYMENT OVER ROOF DECK, 2" OVER ALUMINUM FASCIA AND 6" UP OVER 19. INSTALL "SPRINGLOK" FLASHING THE PREVIOUSLY PRIMED WALL SHEATHING 10. INSTALL "STUCCO FLASHING REGLET" 6" ABOVE ROOF DECK. 11. INSTALL SELF -ADHERING MEMBRANE OVER STUCCO FLASHING REGLET. CCO FLASHING REGLET BUILDING WRAP BUILDING TAPE. FIBER CEMENT SIDING SEALANT " FIBER CEMENT TRIM MINUM FASCIA CLADDING ,JF DECK 12. UNFOLD BUILDING WRAP OVER SELF ADHERING MEMBRANE. 13. INSTALL 6" BUILDING TAPE OVER BUTTERFLY SECTIONS AT BOTH ENDS OF THE ROOF TO WALL FLASHING. BUILDING TAPE MUST EXTEND OVER BUILDING WRAP CUTS. 14. INSTALL FIBER CEMENT SIDING PER MANUFACTURER INSTRUCTIONS. 15. SEAL ALL VERTICAL JOINTS AS SHOWN. SHEATHING )ELF -ADHERING MEMBRANE WILDING WRAP 'ELF -ADHERING :LEXIBLE FLASHING DECK SHEATHING (BENEATH) STEP A: 1. INSTALL BUILDING WRAP ON WALL SHEATHING. 2. CUT THROUGH BUILDING WRAP AS SHOW IN THE DIAGRAM. 3. FOLD FLAP UP AND TEMPORARILY SECURE. 4. APPLY PRIMER ON THE WALL SHEATHING IN PREPARATION FOR WATERPROOFING SYSTEM. 5. INSTALL SELF ADHERING MEMBRANE AT THE EDGE OF THE BUILDING WRAP. 6. INSTALL SELF ADHERING FLEXIBLE FLASHING AT THE TOP CORNER OF THE RAKE ROOF. 3FORUME m a m ARCHITECTURE & a INTERIOR DESIGN, INC. NINE I ARCHrI ECTURE I INITBRIORIDEWA 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami. Trail Suite 301 Sarasota, FL 34239 Summerset Apartments ZephyrhillS, FL 05/08/2015 0 SHEET REVISIONS: EDITED BY: KG W r PROJECT NO. d z W1. ; I Roof to Head Wall Detail A7,51 U N ti M LO 0 N 00 0 0 STAB RC COUNTE INSTALL[ ROOF UNDI Roof to Wall Detail - Head Wall at Cement Plaster with CMU NO SEALANT CEMENT PLASTER METAL ROOF SYSTEM STEP E: 20. SEAL ALL JOINTS AND GAPS "UNO". 6" = 1'-0" )-PIECE COUNTER THING ANGLE CAP )F MANUFACTURER -WALL FLASHING CONT. SEALANT :R CEMENT TRIM )F UNDERLAYMENT MINUM FASCIA CLADDING )F DECK CEMENT PLASTER NO SEALANT METAL LATH CASING BEAD WITH WEEP HOLES METAL ROOF SYSTEM STEP D: 17. INSTALL METAL ROOF PER MANUFACTURER INSTRUCTIONS. 18. INSTALL 2x2 METAL ANGLE CAP AS SHOWN. 19. INSTALL TWO-PIWCE COUNTER FLASHING (COUNTER FLASHING). NO SEALANT 12. INSTALL CASING BEAD WITH WEEP HOLES, 4' ABOVE THE HORIZONTAL PART OF TWO-PIECE COUNTER FLASHING. 13. INSTALL METAL LATH PER CEMENT PLASTER MANUFACTURER, OVER CASING BEAD AND SELF -ADHERING MEMBRANE. 14. APPLY CEMENT PLASTER PER MANUFACTURER INSTRUCTIONS. AL LATH NG BEAD :-ADHERING MEMBRANE EPTOR COUNTER FLASHING K BOARD ADHERING IBRANE )F UNDERLAYMENT ING BEAD METAL ROOF SYSTEM END -CAP ANGLE IENT PLASTER IT. SEALANT :R CEMENT )F UNDERLAYMENT CIA BOARD )F DECK PLASTER .ATH ING MEMBRANE BEAT WITH WEEP HOLES ING MEMBRANE 1AYMENT D ASTER NT TRIM RLAYMENT RD 1 1/2" STEP B: 7. INSTALL a"X32" FIBER CEMENT TRIM END PIECE FROM THE LOWER EDGE OF RAKE ROOF FASCIA AND UP TO 6" OVER THE TOP OF RAKE ROOF. 8. INSTALL FIBER CEMENT FASCIA BOARD. REFER TO ELEVATIONS FOR SIZE. 9. INSTALL ROOF UNDERLAYMENT OVER ROOF DECK, 2" OVER FIBER CEMENT FASCIA BOARD AND 6" UP OVER THE PREVIOUSLY PRIMED WALL SHEATHING. 10. INSTALL TWO-PIECE COUNTER FLASHING (RECEPTOR), 7 2" ABOVE ROOF DECK. 11. INSTALL SELF -ADHERING MEMBRANE OVER STUCCO FLASHING REGLET. SELF -ADHERING MEMBRANE RECEPTOR ;K BOARD F'-ADHERING MEMBRANE FIBER CEMENT TRIM .F-ADHERING XIBLE FLASHING FASCIA BOARD ROOF UNDERLAYMENT OF DECK BACK BOARD PRIMER F-ADHERING FLASHING J WALL F-ADHERING XIBLE FLASHING )F DECK STEP A: 1. APPLY PRIMER ON THE WALL SHEATHING IN PREPARATION FOR WATERPROOFING SYSTEM. 2. INSTALL SELF ADHERING MEMBRANE AT THE EDGE OF T HE BUILDING WRAP. 3. INSTALL SELF ADHERING FLEXIBLE FLASHING AT THE TOP CORNER OF THE RAKE ROOF. 4. INSTALL 4" x 7 4' BACKBOARD AT THE ROOF TO WALL INTERSECTION AND 12' FROM THE RAKE EDGE. 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 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 Q SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Roof to Head Wall Detail A7.52 A U 0 r LO 0 N 00 0 0 a 0 PAPER -BACKED Xam METAL LATH m� BUILDING WRAP m xa SELF -ADHERING MEMBRANE Im CEMENT PLASTER mN xa CASING BEAD W1 HOLES NO SEALANT TWO-PEICE COUNTER FLASHING , 1x6 FIBER CEMENT BOARD EXTERIOR SHEATHING PER ASSEMBLY ROOF UNDERLAYMENT o �� ROOF MANUFACTURER END -WALL FLASHING STANDING SEAM ROOF SYSTEM COUNTER FLASHING INSTALLED PER MFR - ROOF UNDERLAYMENT ROOF DECK Roof to Wall Detail Head Wall at Cement Plaster NO SEALANT CEMENT PLASTER METAL ROOF SYSTEM 21. SEAL ALL JOINTS AND GAPS "UNO". 6" = 1'-0" .DING WRAP R BACK %L LATH ICCO FLASHING REGLET" ING-LOCK ANGLE CAP SEALANT )F MANUFACTURER )-WALL FLASHIING T.SEALANT SEALANT FIBER 4ENT TRIM IF UNDERLAYMENT M'INUM FASCIA CLADDING )F DECK CEMENT PLASTER NO SEALANT METAL LATH CASING BEAD WITH WEEP HOLES 17. INSTALL BACKER BOARD AS SHOWN. 18. INSTALL METAL ROOF PER MANUFACTURER INSTRUCTIONS. 19. INSTALL 2X2 END -CAP ANGLE. 20. INSTALL "TWO PIECE" COUNTER FLASHING (COUNTER FLASHING). NO SEALAN STEP C: 12. UNFOLD BUILDING WRAP OVER SELF ADHERING MEMBRANE. INSTALL 4" BUILDING TAPE OVER BUTTERFLY SECTIONS. BUILDING TAPE MUST COVER BUILDING WRAP CUTS. 13. INSTALL PAPER BACK PER MANUFACTURER INSTRUCTIONS. 14. INSTALL CASING BEAD WITH WEEP HOLES, 4' ABOVE THE HORIZONTAL PART OF THE STUCCO REGLET, 15. INSTALL METAL LATH PER CEMENT PLASTER MANUFACTURER AND OVER CASING BEAD. 16. APPLY CEMENT PLASTER OVER METAL LATH PER MANUFACTURER INSTRUCTIONS. BUILDING WRAP PAPER BACK "STUCCO FLASHING REGLET" 2x2 END -CAP ANGLE BACKER BOARD Il►let r SELF -ADHERING MEMBRANE ROOF UNDERLAYMENT CASING BEAD 2x2 END -CAP ANGLE PAPER BACK METAL LATH CEMENT PLASTER CONT. SEALANT 1"x2" FIBER CEMENT TRIM METAL ROOF SYSTEM ROOF UNDERLAYMENT ALUMINUM FASCIA CLADDING ROOF DECK CEMENT PLASTER .DING WRAP METAL LATH PAPER BACK CASING BEAT WITH WEEP HOLES BUILDING TAPE = ADHERING MEMBRANE F UNDERLAYMENT ING BEAD PAPER BACK R CEMENT TRIM METAL LATH FIBER CEMENT 'FIBER CEMENT TRIM IF UNDERLAYMENT R CEMENT FASCIA BOARD LDING WRAP SELF -ADHERING MEMBRANE COUNTER FLASHING RECEPTOR .F-ADHERING MEMBRANE FIBER CEMENT TRIM .F-ADHERING XIBLE FLASHING ALUMINUM FASCIA CLADDING ROOF UNDERLAYMENT IMINUM DRIP EDGE DF DECK STEP B: 7. INSTALL 1 "X2" FIBER CEMENT TRIM END PIECE FROM THE LOWER EDGE OF RAKE ROOF FASCIA AND UP TO 74 OVER THE TOP OF RAKE ROOF. 8. INSTALL ALUMINUM FASCIA CLADDING. 9. INSTALL ROOF UNDERLAYMENT OVER ROOF DECK, 2" OVER ALUMINUM FASCIA AND 6" UP OVER THE PREVIOUSLY PRIMED WALL SHEATHING 10. INSTALL TWO-PIECE COUNTER FLASHING (RECEPTOR), 74 ABOVE ROOF DECK. 11. INSTALL SELF -ADHERING MEMBRANE OVER STUCCO FLASHING REGLET. -L SHEATHING SELF -ADHERING MEMBRANE BUILDING WRAP SELF ADHERING FLEXIBLE FLASHING )F DECK .L SHEATHING (BENEATH) STEP A: 1. INSTALL BUILDING WRAP ON WALL SHEATHING. 2. CUT THROUGH BUILDING WRAP AS SHOW IN THE DIAGRAM. 3. FOLD FLAP UP AND TEMPORARILY SECURE. 4. APPLY PRIMER ON THE WALL SHEATHING IN PREPARATION FOR WATERPROOFING SYSTEM. 5. INSTALL SELF ADHERING MEMBRANE AT THE EDGE OF THE BUILDING WRAP, 6. INSTALL SELF ADHERING FLEXIBLE FLASHING 11,T THE TOP CORNER OF THE RAKE ROOF. willFORUME i 3 m :E Q ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTEIWR DESIGN 745 orients avenue, suite 1121 altamonte springs, fI 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 0°° °p0 °°° °°° o no BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhllls, FL 05/Q8/201 ®WIM AR11 4 OVA 2...... •�+2� James B lack AROGK 1124 SET D TRIB TIONS: 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Roof to Head Wall Detail L._.-1_ _- _I 22 U U) 0 L0 0 N 00 LO 0 Roof to Wall Detail - Side Wall at Fiber Cement Siding with Wood eTen C. 20. SEAL ALL VERTICAL JOOINTS. r VTrnllln n"=A'T1JIA1/1 nrn ACI=RAol N/ FLASHING )CK ANT YMENT ERING IE E ADDING GENT m,A TEAM EM LASHING PER MFR :RLAYMENT 611 = 1 1-011 DING WRAP DING WRAP DING TAPE %L ROOF EM FLASHING WMENT :MENT IERING NE 3E G _ANT R CEMENT �r STEP D: 14. UNFOLD BUILDING WRAP OVER SELF ASHERING MEMBRANE. 15. INSTALL 44' SEAM TAPE OVER BUTTERFLY SECTION'. SEAM TAPE SHALL COVER BUILDING WRAP CUTS. 16. INSTALL FIBER CEMENT SIDING PER MANUFACTURER INSTRUCTIONS. 17. SEAL ALL VERTICAL JOINTS. 18. INSTALL METAL ROOF SYSTEM PER MANUFACTURER INSTRUCTIONS. 19. INSTALL "SPRING LOCK" AS SHOWN _F-ADHERING MBRANE COUNTER ISHING OF JERLAYMENT T VG )HERING ANE )GE CLADDING ;EMENT JG WRAP 0-ron r+. 11. INSTALL ROOF UNDERLAYMENT OVER ROOF DECK AND 5" UP OVER PREVIOUSLY PRIMED WALL SHEATHING. 12. INSTALL COUNTER "Z11 FLASHING 6" ABOVE ROOF DECK AND OVER PREVIOUSLY INSTALLED FIBER CEMENT TRIM. 13. INSTALL SELF ADHERING OVER COUNTER 11Z FLASHING. )OF PITCH <ICKOUT FLASHING SELF -ADHERING VIEMBRANE )RIP EDGE =ASCIA CLADDING FIBER CEMENT TRIP STEP B: 6. INSTALL 1x2 FIBER CEMENT TRIM PIECE FROM THE LOWER EDGE OF THE FASCIA AND UP TO 6" OVER THE TOP OF ROOF EVE. CUB` TOP PORTION AS SHOWN TO FORM A 900 ANGLE FROM ROOF EVE TO SET SHAPE FOR KICK -OUT FLASHING. 7. INSTALL ALUMINUM FASCIA CLADDING AS SHOWN. REFER TO ELEVATION FOR SIZE 8. INSTALL DRIP EDGE OVER ROOF DECK 9. INSTALL SELF -ADHERING OVER DRIP EDGE AS SHOWN. 10. INSTALL KICKOUT FLASHING AS SHOWN. STEP A: 1. INSTALL BUILDING WRAP ON WALL SHEATHING. 2. CUT THROUGH BUILDING WRAP AS SHOW IN THE DIAGRAM. 3. FOLD FLAP UP AND TEMPORARILY SECURE. 4. APPLY PRIMER ON THE WALL SHEATHING IN PREPARATION FOR WATERPROOFING SYSTEM. 5. INSTALL SELF ADHERING FLEXIBLE FLASHING AT THE EVE TO SIDE WALL INTERSECTION. HEATHING DECKING SELF -ADHERING FLEXIBLE FLASHING BUILDING WRAP FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTE WR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 4iA22 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments o Zephyrhills, FL N 05/08/2015 A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Roof to Side Wall Details A7.54 MEN 8" 5-8" 11 TREADS AT 11" = 10'-1" e 1'-0" T-3" 01 8" v 02 WM-8 DN 03 DN 02 WM-8 8" 4'-8" 1'-0" 11 TREADS AT 11" _ 10'-1" 11 T-4" 8" Roof Stair Plan Stair 2 4th Stair Plan 0 3/8" = 1'-0" PIPE & TUBE RAILINGS ® SHEET NOTES HANDRAILS AND GUARDS TO BE FABRICATED AS INDICATED ON THE DRAWINGS AND AS SPECIFIED. RAILING FABRICATOR'S STATE REGISTERED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FINAL DESIGN AND PREPARATION OF THE SHOP DRAWINGS AND PROVIDE SIGNED AND SEALED COPIES AS REQUIRED. 2. HANDRAILS AND GUARDS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST A LOAD OF 50 LBS. PER LINEAR FOOT APPLIED IN ANY DIRECTION AT THE TOP AND A SINGLE CONCENTRATED LOAD OF 200 LBS., APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP AND TO TRANSFER THESE LOADS THROUGH THE SUPPORTS TO THE STRUCTURE. 3. INTERMEDIATE RAILS (BALUSTERS, PICKETS, AND PANEL FILLERS) SHALL BE DESIGNED AND CONSTRUCTED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LBS. ON AN AREA EQUAL TO 1 SQUARE FOOT INCLUDING OPENINGS. 4. GUARDS SHALL HAVE INTERMEDIATE PICKETS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. BOTTOM RAIL SHALL REJECT PASSAGE OF'2" DIAMETER SPHERE. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF RAIL AT THE OPEN SIDE OF THE STAIRWAY SHALL BE OF A MAXIMUM SIZE SUCH THAT A SPHERE OF 6" IN DIAMETER CANNOT PASS THROUGH THE OPENING. HEIGHT OF GUARDS SHALL BE AS INDICATED ON THE DRAWINGS OR AS OTHERWISE REQUIRED BY CODE. 5. PROVIDE ALL REQUIRED ACCESSORIES, FITTINGS, AND ANCHORS AS NECESSARY FOR A COMPLETE INSTALLATION. INSTALLATION SHALL COMPLY WITH APPLICABLE CODE REQUIREMENTS. FINISHES SHALL BE AS INDICATED OR. SPECIFIED, WHERE APPLICABLE, OR AS DIRECTED BY THE OWNER. 6. SEPARATE DISSIMILAR METALS WITH BUTYL RUBBER OR POLYPROPYLENE GASKET OR MASTIC COMPOUND. 7. INSTALL KOROLATH MULTI -POLYMER PLASTIC BEARING SHIM STRIPS,1/81, THICK, BETWEEN THE BOTTOM OF SURFACE MOUNTED METAL RAILING POST AND CONCRETE SURFACES. MAW" �2nd And 3rd Floor Stair Plan Stair 2 3/8" = 1'-0" \ L j Stair 1 Shown. Stairs 2, 3 & 4 similar 3/8 = 1''-0" I V_71- '-+Lr l 0ILdrl r-idr i Stair 1, 3 & 4 Similar 3/8" = 1'-0" 1st �Flor �Stair �Pln Stair 1 Shown. Stairs 2, 3 & 4 similar 3/8n = 1 r-011 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 C REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES KEY NOTES 01 1" SQ. PICKETS CONTINUOUS (SPACE BETWEEN MUST BE < 4") 02 1 1/2" DIA. HANDRAIL TO RESIST 200 PLF 03 CONTINUOUS GUARDRAIL 04 CANE RAIL UNDER STAIRS, RETURN TO WALL 05 1 1/2" SQ. POST @ 4'-0" O.C. MAX 06 STEEL NOSING TO MATCH OTHER TREAD NOSING W/ EPDXY PRIMER 07 STRINGER: STEEL W/ OUT -TURNED FLANGES, COLOR BY OWNER, PRIMER WITH EPDXY PRIMER 08 POLYMER KOROLATH SHIM AT METAL TO CONCRETE CONNECTIONS 09 ANGLE ON INSIDE FACE OF EACH STRINGER PER MANUFACTURE 10 SILL SUPPORT: STEEL ANGLE W/ EXP. ANCHOR BOLT PER MANUFACTURE 11 STEEL RISER 12 7/16" OSB P.T. WOOD SHEATHING 13 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD 14 FIBER CEMENT PANEL 15 STEEL CHANNEL 17 5/4x FIBER CEMENT TRIM BOARD 18 METAL FLASHING 19 PRE -CAST CONCRETE TREAD W BOLTS ON EACH SIDE W/ STAINLESS STEEL WASHERS & NUTS 20 HANDRAIL EXTENSION TO RETURN TO WALL 21 GIRDER TRUSS PER STRUCTURAL 22 METAL ANGLE 23 10" STEEL CHANNELS 24 1" METAL DECK 25 SEALANT 26 GALVANIZED METAL GRATE LANDING ANCHORED THROUGH ROOF DECK TO SOLID BLOCKING BELOW 27 3/4" METAL HAT FURRING CHANNELS AT 16" OC 28 1/2" GYPSUM BOARD FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I w RIORDE M 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 2Dun DDD DDD DDD 0 on BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Apartments Stair Plans co U) O LID N 00 CD 0 Stair At Upper Floor Stair At U At Breezeway Floors er Floor Landing 1-1/2" = 1'-0" Stair At Mid Landin] Stair At First Floor Slab w if re �I U) �o z¢ Y :D Q LL_ Fo a w O a0 moo =NING :KETS OR BETWEEN PICKET & ADJACENT WALL ical Detail Refer to Elevations For Specific Details RETURN RAIL TO WALL V PLAN 2114" _SING SECTION AT STAIRS Handrail Details 12" MIN FRONT OF STAIR NOSE TO END OF HANDRAIL RETURN HANDRAIL TO GUARDS 2" MAX OPENING WALKING SURFACE TO BOTTOM OF HORIZONTAL GUARDRAIL WALKING SURFACE 3/4" = 1'-0" 3/4" = 1'-0" 12" MIN FRONT OF STAIR NOSE • ,' If •. ` at Top of Stair Run Adjacent to Side Wail DEPTH OF TREADS MIN FROM FRONT OF NOSING TO END OF HANDRAIL RETURN HANDRAIL TO GUARD �Q 0U_ WW U co � z Y N J STAIR LANDING E 0 J z9 �o �z U, _ O Wo z O ml0 0 Handrail Extension Detail at Bottom of Stair Run on Open Side w U DEPTH OF TREAD MIN FRC STAIR NOSE TO END OF HA � o 0 J U z z Q Q z W LL ao a LL z CO RETURN HANDRAIL TO WALL o 0 0 ~ z J 0- Q N Q M 00 STAIR LANDING Handrail Extension Detail 'AIR Handrail Extension Detail ALL 3/4" = 1'-0" 3/4" - 1'-0 SHEET NOTES 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 C REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES KEY NOTES 01 1" SQ. PICKETS CONTINUOUS (SPACE BETWEEN MUST BE < 4") 02 1 1/2" DIA. HANDRAIL TO RESIST 200 PLF 03 CONTINUOUS GUARDRAIL 04 CANE RAIL UNDER STAIRS RETURN TO WALL 05 1 1/2" SQ. POST @ 4'-0" O.C. MAX 06 STEEL NOSING TO MATCH OTHER TREAD NOSING W/ EPDXY PRIMER 07 STRINGER: STEEL W/ OUT -TURNED FLANGES, COLOR BY OWNER, PRIMER WITH EPDXY PRIMER 08 POLYMER KOROLATH SHIM AT METAL TO CONCRETE CONNECTIONS 09 ANGLE ON INSIDE FACE OF EACH STRINGER PER MANUFACTURE 10 SILL SUPPORT: STEEL ANGLE W/ EXP. ANCHOR BOLT PER MANUFACTURE 11 STEEL RISER 12 7/16" OSB P.T. WOOD SHEATHING 13 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD 14 FIBER CEMENT PANEL 15 STEEL CHANNEL 16 ALUMINUM T-BAR W/ DRIP EDGE 17 5/4x FIBER CEMENT TRIM BOARD 18 METAL FLASHING 19 PRE -CAST CONCRETE TREAD W BOLTS ON EACH SIDE W/ STAINLESS STEEL WASHERS & NUTS 20 HANDRAIL EXTENSION TO RETURN TO WALL 21 GIRDER TRUSS PER STRUCTURAL 22 METAL ANGLE 23 10" STEEL CHANNELS 24 1" METAL DECK 25 SEALANT 26 GALVANIZED METAL GRATE LANDING ANCHORED THROUGH ROOF DECK TO SOLID BLOCKING BELOW 27 3/4" METAL HAT FURRING CHANNELS AT 16" OC 28 1/2" GYPSUM BOARD 3 m a :0 FORUME o ARCHITECTURE & a INTERIOR DESIGN, INC. CI PLANNING I ARCHrrECTURE I KMFaORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL SHEET REVISIONS: EDITED BY: F PROJECT N0, 14-2984 U Z z Apartments W 0 l 0 ly W Z 06 Stair Section Details W D F U W F A8,02 1-1 /2" = 1'-0" at Top of Stair Run on Open Side 3/4" = 1'-0" at Bottom of Stair Run Adjacent to Wall 3/4" = 1'-0" 81-8" N M IF co co 0 LO T Q N 00 O 0 0 a Stair Section Stair 2 3/8" = 1'-0" Typical Stair Cross Section 3 A8.02 Stair Section Stair 1,3 & 4 similar 3/8" = 1'-0" 3/8" = 1'-0" ® SHEET NOTES 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 C REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES KEY NOTES 01 1" SQ. PICKETS CONTINUOUS (SPACE BETWEEN MUST BE < 4") 02 1 1/2" DIA. HANDRAIL TO RESIST 200 PLF 03 CONTINUOUS GUARDRAIL 04 CANE RAIL UNDER STAIRS, RETURN TO WALL 05 1 1/2" SQ. POST @ 4'-0" O.C. MAX 06 STEEL NOSING TO MATCH OTHER TREAD NOSING W/ EPDXY PRIMER 07 STRINGER: STEEL W/ OUT -TURNED FLANGES, COLOR BY OWNER, PRIMER WITH EPDXY PRIMER 08 POLYMER KOROLATH SHIM AT METAL TO CONCRETE CONNECTIONS 09 ANGLE ON INSIDE FACE OF EACH STRINGER PER MANUFACTURE 10 SILL SUPPORT: STEEL ANGLE W/ EXP. ANCHOR BOLT PER MANUFACTURE 11 STEEL RISER 12 7/16" OSB P.T. WOOD SHEATHING 13 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD 14 FIBER CEMENT PANEL 15 STEEL CHANNEL 16 ALUMINUM T-BAR W/ DRIP EDGE 17 514x FIBER CEMENT TRIM BOARD 18 METAL FLASHING 19 PRE -CAST CONCRETE TREAD W BOLTS ON EACH SIDE W/ STAINLESS STEEL WASHERS & NUTS 20 HANDRAIL EXTENSION TO RETURN TO WALL 21 GIRDER TRUSS PER STRUCTURAL 22 METAL ANGLE 23 10 STEEL CHANNELS 24 1" METAL DECK 25 SEALANT 26 GALVANIZED METAL GRATE LANDING ANCHORED THROUGH ROOF DECK TO SOLID BLOCKING BELOW 27 3/4" METAL HAT FURRING CHANNELS AT 16" OC 28 1/2" GYPSUM BOARD FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHrfECTURE I INTOV 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Goo ono anG Goo. 0 0 �on BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 0 SHEET REVISIONS: EDITED BY: r PROJECT NO. 14-2984 U Z Apartments Stair Sections (2) LAYERS 5/8" GYP. BOARD CONTROLLER PER ELEVATOR MFR. TOP LANDING Elevator Controller Detail 3/4" = 1'-0" FC-4 FC-4 FC-4 2 A7.34 1 A7.34 3 A8.21 BREEZEWAY BREEZEWAY BREEZEWAY BREEZEWAY ELEVATOR HOISTWAY (2-HOUR RATED) 09 FC-1 UNIT •O- �I FC-1 N 20' 8" :. N. FLOOR 19' 8" PLANK BRG. J N7 H UNIT 09 05 07 06 FC-1 3�1 ' FLOOR RPLANK III' _.. ,r ••— Y._,,.. ,. . BRG. UNIT SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C ELEVATOR BASIS OF DESIGN IS KONE ECOSPACE 2500 LB. DOOR HEIGHT SHALL BE T, CAR HEIGHT SHALL BE 10' (ALLOWING FOR A 8' FINISHED CEILING). CAR SHALL FIT 24N76" STRETCHER D IF THE CONTRACTOR PROPOSES TO USE A DIFFERENT ELEVATOR THAN THE BASIS -OF -DESIGN ELEVATOR, HE WILL BE RESPONSIBLE FOR ALL NECESSARY ADJUSTMENTS AND MODIFICATIONS TO THE PLANS INCLUDING, BUT NOT LIMITED TO, THE SHAFT SIZE, EQUIPMENT ROOM REQUIREMENTS, ETC. CONTRACTOR MUST SUBMIT COMPLETE PRODUCT DATA AND INSTALLATION REQUIREMENTS TO THE ARCHITECT FOR REVIEW E PREPARATION AND INSTALLATION SHALL COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS F ELEVATOR AND THE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, AND ACCESSIBILITY REQUIREMENTS G FINISHES FOR ENTRANCE AND CAB INTERIOR TO BE SELECTED BY THE INTERIOR DESIGNER OR THE OWNER ■ KEY NOTES 01 SLAB PER STRUCTURAL 02 CONTINUOUS BENTONITE CLAY WATERPROOFING AND PROTECTION BOARD AT EXTERIOR FOUNDATION WALLS AND UNDERSIDE OF PIT 03 BEAM / LINTEL, SEE STRUCTURAL 04 8" HOIST BEAM SUPPLIED BY KONE, INSTALLED BY GC 05 CMU WALL PER ASSEMBLY 06 LADDER, OSHA APPROVED TO PIT FLOOR 07 LIGHT, SWITCH & FIXTURE PLACEMENT AS SHOWN. COORDINATE WITH MFR. & ELEC. DWGS. 08 SUMP PIT, SEE STRUCTURAL 09 HOISTWAY DOOR, 90 MINUTE RATED MTL. DOORS, THRESHOLD & JAMB. COORDINATE WITH MFR. 10 CONCRETE FOUNDATION WALL PER STRUCTURAL 11 HOISTWAY VENT PER MECHANICAL PLANS 12 SEALANT 13 DOOR JAMB PER MFR. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIORDESIGN 745 orienta avenue, suite 1121. altamonte springs, fl 32701 phone: 407.830.1400 s fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL n 05/08/2015 _ all MUM&M JP B Ct A 11224 James B lack AR00 224 SET DI RI UTIONS: 0 SHEET REVISIONS: 13 EDITED BY: u a PROJECT NO. Apartments 14-2984 Elevator Section & Details Elevator Door Head Detail 1-1/2" = 1'-0" Elevator Hoistway Section 3/8" = 1'-0" Elevator Hoistway Plan 3/8" = 1'-011 A8.21 CONTINUOUS SEALAN" WOOD TRIM GYP. BD. RETURN BI-FOLD TRACK BI-FOLD PER SCHEDULI Typical Bi-Fold Door Head Jamb Similar STOREFROI WINDOW SYSTE DOOR PER SCHEDUI DOOR PER SCHEDUI ALUMINUM THRESHOLD SE IN (2) CONTINUOUS BEADS C SEALANT -1/2" MAX. HEIGF AND 1:2 MAX BEVEL SLAB PER STRUCTURI E O SECTION AT DOOR JRETHANE SEALANT WITH BACKER ROD STOREFRONT WINDOW SYSTEM STOREFRONT WINDOW SYSTEM STOREFRONT WINDOW SYSTEM ;HIM PER WINDOW MFR SPECS. ETHANE SEALANT VITH BACKER ROD PER STRUCTURAL GYPSUM BOARD PER ASSEMBLY STUDS AS PER FRAMING SCHEDULE U JAMB SIMILAR U JAMB SIMILAR vO TYP. SECTION 6" = 1'-0" UNIT DOOR SCHEDULE O DOOR FRAME RATING HARDWARE (REFER TO DOOR HARDWARE NOTES) REMARKS DESC. TYPE SIZE AREA MATL. � >Ye �U� a o W ��6 u>U-- a— J >� wn J= o^ Q`° CC o �? LU o W 0LU Uwe 05; � o= ¢Y W V = o `�`� wn p" Q . Z _° Cl) QaZi w� �� o =_ W _� o w, LU O m m U: Q zn` �Q'S Cn MARK W H TH MATL. 1A EXT. A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. PS LH DB CL KV DS WS TH BS SELF CLOSING 1B EXT. A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 20 MIN. PS LH DB CL KV DS WS TH BS SELF CLOSING 2 EXT. C 3'-0" 6'-8" 0'-1 3/4" 20 S.F. GL\MTL. MTL. --- PS LH DB CL DS WS TH BS SELF CLOSING 3 EXT. B (2) 3'-0" 6'-8" 0'-1 3/4" 42 S.F. GL\MTL. MTL. --- MH 32" MIN. CLR. OPENING 4 INT. H 1'-6" 6'-8" 0'-13/8" --- WOOD --- --- HT MH 5 INT. A 2'-10" 6'-8" 0'-13/8" --- WOOD WOOD --- PL DS 6 INT. E (2) 2'-6" 6'-8" 0'-1 3/8" --- WOOD --- --- HT MH 7 INT. D 3'-0" 6'-8" 0'-13/8" --- MTL. --- --- HT MH 8 INT. G (2) 2'-6" 6'-8" U-1 3/8" --- WOOD WOOD --- PS DS 9 INT. A 1'-6" 6'-8" 0'-13/8" --- WOOD WOOD --- PS DS 10 INT. A 2'-0" 6'-8" 0'-13/8" --- WOOD WOOD --- PS DS 11 INT. H 2'-0" 6-8" 0'-13/8" --- WOOD --- --- HT MH 12 INT. H 2'-6" 6'-8" 0'-13/8" --- WOOD --- --- HT MH 13 INT. A 2'-6" 6'-8" 0'-13/8" --- WOOD WOOD --- 14 INT. H 2'-8" 6-8" 0'-13/8" --- WOOD --- --- HT MH BUILDING DOOR SCHEDULE ® DOOR FRAME RATING HARDWARE (REFER TO DOOR HARDWARE NOTES) REMARKS DESC. TYPE SIZE AREA MATL. w Y J V N <a co w w „ V o= oz w o _ a_ �w z a w n o �� o o n ,� Z _� ,¢ co o __ W _ H .2 a- �wm o - m m w YEN Q �- c� MARK W H TH MATL, 1001 BRZWY G (2) 3'-0" 6'-8" 0'-1 3/4" 40 S.F. MTL. MTL. 90 MIN. MH PD TH BS SG 1002 TRASH A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL DS WS TH BS 1003 DUMPSTER A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. LS CL — 1 1004 DUMPSTER G (2) T-0" 6-8" 0'-1 3/4" 40 S.F. MTL. MTL. 90 MIN. LS CL WS TH BS 1005 FACP A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. --- LS CL WS TH BS 1006 PUMP ROOM G (2) T-0" 6-8" 0'-1 3/4" 40 S.F. MTL. MTL. --- LS CL DS WS TH BS 2001 BRZWY G (2) 3'-0" 6'-8" 0'-1 3/4" 40 S.F. MTL. MTL. 90 MIN. MH PD TH BS SG 2002 TRASH A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL WS TH BS 2003 CLOSET A T-0" 6-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL DS 3001 BRZWY G (2) 314" 6'-8" 0'-1 3/4" 40 S.F. MTL. MTL. 90 MIN. MH PD TH BS SG 3002 TRASH A 3'-0" 6-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL WS TH BS 3003 CLOSET A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL DS 4001 BRZWY G (2) 3'-0" 6'-8" 0'-1 3/4" 40 S.F. MTL. MTL. 90 MIN. MH PD TH BS SG 4002 TRASH A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL WS TH BS 4003 CLOSET A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL DS 5001 STAIRS A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. LS CL PD DS WS TH BS ® CLUBHOUSE DOOR SCHEDULE O DOOR FRAME RATING HARDWARE (REFER TO DOOR HARDWARE NOTES) REMARKS DESC. TYPE SIZE AREA MATL. Uj Y J � � OJ � � �, � a� of w � � � U¢v J w �, 00 W � � °; Qw d o 0 � o O� = E �;, Q _ � ��v n o � = Q w � = owl F- mN = W 0z � o z = = MARK W H TH 101A ENTRY F (2) 3'-0" 8'-0" 0'-1 3/4" 48 S.F. GLIMTL. S2 --- LS CL PD WS TH BS SH 101 B LOBBY F (2) T-0" 8'-0" 0'-1 3/4" 48 S.F. GLIMTL. MTL. --- LS CL PD WS TH BS SH 102A LEASING C T-0" 8'-0" 0'-1 3/4" 24 S.F. GLIMTL. S6 --- LS DS HD 102B LEASING A 3'-0" 8'-0" 0'-1 3/8" 24 S.F. WOOD WOOD --- LS DS HD 103 CLOSET A 3'-0" 8'-0" 0'-1 3/8" 24 S.F. WOOD WOOD --- LS DS HD 104 MANAGER C 3'-0" 8'-0" 0'-1 3/8" 24 S.F. GL\WD WOOD --- LS CL DS HD 105 CONF. RM C 3'-0" 8'-0" 0'-1 3/8" 24 S.F. GL\WD WOOD --- LS CL DS HD 106A CLUBROOM C 3'-0" 8'-0" 0'-1 3/4" 24 S.F. GLIMTL. S1 --- PS CA CL PD WS TH BS SH 106E KITCHENETTE A 2'-0" 6-8" 0'-1 3/8" 16 S.F. WOOD WOOD --- PS DS HD 107 CLUBROOM F (2) 3'-0" 8'-0" 0'-1 3/8" 48 S.F. GL\WD WOOD --- LS CL PD DS HD 108 WOMEN A 3'-0" 6-8" 0'-1 3/4" 24 S.F. MTL. MTL. --- LS CL DS WS TH BS HD 109 MEN A 3'-0" 6'-8" 0'-1 3/4" 24 S.F. MTL MTL. --- LS CL DS WS TH BS HD 110 MECH. A 3'-0" 8'-0" 0'-1 3/8" 24 S.F. WOOD WOOD --- LS DS HD 111 JANITOR A 3'-0" 6'-8" 0'-1 3/8" 24 S.F. WOOD WOOD --- LS DS HD 112 FITNESS C 3'-0" 8'-0" 0'-1 3/4" 24 S.F. GLIMTL. MTL. --- PS CA CL DS WS TH BS HD 113A CLASSROOM C 3'-0" 8'-0" 0'-1 3/4" 24 S.F. GLIMTL. MTL. --- PS CA CL WS TH BS SH 113E CLASSROOM C 3'-0" 8'-0" 0'-1 3/4" 24 S.F. GLIMTL. MTL. --- PS CA CL DS WS TH BS HD 113C CLASSROOM G (2) T-0" 6'-8" 0'-1 3/8" 48 S.F. WOOD WOOD --- PS DS HD 115 COMPUTER C 3'-0" 8'-0" 0'-1 3/4" 24 S.F. GLIMTL. MTL. --- PS CA CL DS WS TH BS HD 2" TYPE A 2-PANEL PER ISCHEDULIf S1 TYPE B SLIDING GLASS DOOR O 0 N CV EQ. PER DOOR . EQ. 2" 2" SCHEDULE 2" 2" 12'-0" S2 6-0" 2" EQ. 2„3 2„ EQ 2" Ike 4 2C �, 2B N o E0 2C, CV TYPE F GLAZED PAIR OF DOOR An" TYPE G 2 PANEL PAIR OF DOOR 6-0„ 2" 2" 2" N N is CN CV 4 [V ol 6'-2" ol 2 2112'-8" 2,. 2C N k 2C o i l 2D ' 2A co PER � CHEDUL DOORS & HARDWARE 1. MATERIALS, TYPES, STYLES, SIZES, AND FINISHES FOR DOORS, FRAMES, AND HARDWARE TO BE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED, UNLESS OTHERWISE DIRECTED BY THE OWNER AND APPROVED BY THE ARCHITECT. INSTALL WORK PLUMB, RIGID, PROPERLY ALIGNED, AND SECURELY FASTENED IN PLACE. COMPLY WITH DRAWINGS, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND ALL APPLICABLE CODES. 2. ALL EXTERIOR DOORS SHALL BE SEALED AND WEATHER STRIPPED. EXTERIOR DOORS SHALL COMPLY WITH THE STATE'S ENERGY CODE OR ENERGY STAR, WHERE REQUIRED. 3. IF REQUIRED, EXTERIOR DOORS AND FRAMES SHALL BE IMPACT RATED AND COMPLY WITH APPLICABLE CODE AND THE AHJ. 4. ALL FIRE -RATED DOOR ASSEMBLIES SHALL BE INSTALLED ACCORDING TO NFPA 80 AND DISPLAY REQUIRED LABELS PER CODE. 5. GLAZING IN DOORS, ADJACENT TO DOORS, OR OTHER HAZARDOUS LOCATIONS AS DEFINED BY THE BUILDING CODE, SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS PER THE BUILDING CODE AND "CPSC 16 CFR 1201" OR "ANSI Z97.1" AS APPROPRIATE. 6. DOORS AND HARDWARE SHALL MEET ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS FOR ACCESSIBILITY, WHERE APPLICABLE, INCLUDING THE FORCE REQUIRED TO OPERATE THE DOORS AND HARDWARE, THRESHOLD REQUIREMENTS, AND CLOSING SPEED FOR SELF -CLOSING DOORS. 7. HINGES ON EXTERIOR OUT -SWING DOORS SHALL HAVE NON -REMOVABLE PINS AND NON -EXPOSED SCREWS. 8. FRONT MAIN ENTRANCE DOOR FOR RESIDENTIAL DWELLING UNITS SHALL HAVE DOOR SCOPE(S); TYPICAL ONE SCOPE PER DOOR AT 60" AFF, EXCEPT FOR DOORS ON AN ACCESSIBLE ROUTE SHALL HAVE TWO SCOPES PER DOOR, ONE AT 60" AFF AND ONE AT 43" AFF MAXIMUM, UNO. 9. COORDINATE DOORS THAT REQUIRE ELECTRIFIED DOOR HARDWARE WITH CONNECTIONS TO POWER SUPPLIES AND WITH BUILDING SAFETY AND SECURITY SYSTEMS. 10. THE KEYING SYSTEM TO BE AS INDICATED IN THE SPECIFICATIONS OR AS SPECIFIED BY THE OWNER. 11. ALL DOOR HANDLES ON PRIMARY ENTRANCE DOOR AND INTERIOR DOORS WILL HAVE LEVER HANDLES. 12. ALL EXTERIOR DOOR GLAZING SHALL BE ENEGRY START RATED. 13. PROVIDED WINDOW COVERING FOR EACH GLASS DOOR INSIDE THE APARTMENT UNITS. 3 m FORUME ARCHITECTURE & INTERIOR DESIGN, INC. C U C PLANNING I ARCHITECTURE I IWB:aORDESIGN 745 orients avenue, suite 1121 altamonte springs, fI 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ono nno one one 0 0 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Door Schedule & Details Storefront Section Details 'All 6" = 1'-0" Storefront Glazin Confiaurations NTS A9.1 1 ID U 0 N O O LO O THRESHOLD W/ MAX 1:2 SLOPE SET IN - TWO CONTINUOUS BEADS OF SEALANT 1/2" MAX. BEVEL—\ SLOPE SLAB POSITIVE DRAINAGE — SLOPE NOT TO EXCEED 1:12 SLOPE Exterior Door Threshold DOOR PER SCHEDULE DOOR SWEEP SEALANT FINISH FLOOR MATERIAL SLAB PER STRUCTURAL BUILDIN( OVER P.T. FI FIBER CEMENT ACRYLIC URETHANE SE P.T. FI FIBER CEMENT TRIM NO SE METAL FL/ SE FIBER CEMENT ACRYLIC URETHA WITH BACKER ROD A SHIM AS NECESSF CEMENTI PEI CAS BACKER RO F F i 1 Exterior Door Head At Balcony GYPSUM BOARD PER ASSEMBLY CONTINUOUS SEALAN" WOOD TRIM SHIM PER DOOI MANUFACTURER'S SPEC: CONTINUOUS SEALAN" FRAME AS PER SCHEDUL' Interior Door Head 611=1 °-011 (PSUMBOARD =R ASSEMBLY )RRI NG =R ASSEMBLY 611 = 1'-0" GYPSUM BOARD PER ASSEMBLY HEADER PER STRUCTURAL DRAWINGS (IF REQUIRED) CONTINUOUS SEALANT WOOD TRIM DOOR AS PER SCHEDULE V Breezeway Unit Entry CEMENT PLASTER FINISH PER ASSEMBLY CORNER CASING BEAD SEALANT WITH BACKER ROD AS REQUIRED DOOR PER SCHEDULE FRAME PER SCHEDULE CONTINUOUS —� SEALANT Door Jamb Breezeway Unit Entry SCREEN ALUMINUM THRESHOLD SET IN BED OF SEALANT CONCRETE FOUNDATION' AND SLAB - PER STRUCTURAL • • !•. 11- • • Z CONTINUOUS SEALANT DOOR PER SCHEDULE DOOR - SEE SCHEDULE FRAME - SEE SCHEDULE WOOD BEVELED STRIP - 1:2 SLOPE MAX FINISHED' FLOORING - SEE FINISH` SCHEDULE 611 1'-0" 6" = 11-011 FO UME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIORDESIGN b 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Dan a®a aaa aa® 13 i I oa 1 BENEFICIAL COMMUNITIES 1 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 i Summerset Apartments Zephyrhills, FL 05/08/2015 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 .r 6e, = 1 -011 Non -Rated Wall 61" = 1 '-0"' Typical @ Upper Floors 6°=1'-0° APARTMENT WINDOW SCHEDULE WINDOWS All a� U U) I 0 LO 0 N co 0 LO 0 SEALANT DIRECT APPLIED CEMENT PLASTER SYSTEM PER ASSEMBLY LIQUID APPLIED WATERPROOFING (1 COURSE PAST OPENING) CASING BEAD CASING BEAD W/ WEEP HOLES SEALANT CASING BEAD i ACRYLIC URETHANE SEALANT WITH BACKER ROD AS REQUIRED SHIM AS NECESSARY,1/4" MAX. i WINDOW PER SCHEDULE Window Head Detail J@ Cement Plaster Upper Floor FOAM TRIM - SIZE AND LOCATION PER BUILDING ELEVATIONS CORNER CASING BEAD DIRECT APPLIED CEMENT PLASTER SYSTEM PER ASSEMBLY ACRYLIC URETHANE SEALANT WITH BACKER ROD WINDOW PER SCHEDULE SHIM AS NECESSARY, 1 /4" MAX. P.T. BUCK CONTINUOUS SEALANT GYPSUM BOARD PER ASSEMBLY BEAD OF BACK CAULK CMU PER ASSEMBLY FURRING V 1 rJVIVI UV/91\V PER ASSEMBLY Window Jamb Detail @ Cement Plaster WINDOW PER SC WINDOW WITH BACK PRECAST CONCR c FOAM TRIM - SIZE AND L( PER BUILDING ELE1 LIQUID WATERPROOFING (1 PAST O CMU PER AS DIRECT CEMENTF SYSTEM PER AE Window Sill Detail CMU LINTEL PER STRUCTURAL ` .. GYPSUM BOARD PER ASSEMBLY x P.T. BUCK FURRING PER ASSEMBLY . GYPSUM BOARD RETURN CONTINUOUS SEALANT 6" = 1'-011 ra��r.T r,r„ ,.r ..r ..T r., ,, r, R 61' = 1 1-011 LIQUID APPLIED WATERPROOFING (1 COURSE PAST OPENING) DIRECT APPLIED CEMENT PLASTER SYSTEM PER ASSEMBLY CONT. BEAD OF SEALANT CASING BEAD RAISED CEMENT PLASTER TRIM BAND PER BUILDING ELEVATIONS CASING BEAD ACRYLIC URETHANE SEALANT CASING BEAD ACRYLIC URETHANE SEALANT WITH BACKER ROD AS REQUIRED SHIM AS NECESSARY,1/4" MAX. WINDOW PER SCHEDULE V z, r� Window Head Detail v j @ Cement Plaster Ground Floor RAISED CEMENT PLASTER TRIM BAND PER BUILDING ELEVATION CASING BEAD ACRYLIC URETHANE SEALANT CONTINUOUS SEALANT SHIM AS NECESSARY, 1 /4" MAX. SILL PAINTED SKIRT FURRING GYPSUM BOARD PER ASSEMBLY DIRECT APPLIED CEMENT PLASTER SYSTEM PER ASSEMBLY ACRYLIC URETHANE SEALANT WITH BACKER ROD WINDOW PER SCHEDULE SHIM AS NECESSARY, 1 /4" MAX. P.T. BUCK CONTINUOUS SEALANT GYPSUM BOARD PER ASSEMBLY BEAD OF BACK CAULK CMU PER ASSEMBLY FURRING v 1 rourn uvrv�u PER ASSEMBLY Window Jamb Detail Cement Plaster Ground Floor WINDOW PER SCHEDUL WINDOW SCREE SEALAN SEALAN WITH BACKER RO PRECAST CONCRETE SIL SEALAN RAISED CEMENT PLASTER TRI BAND PER BUILDING ELEVATIC CASING BEA LIQUID APPLY WATERPROOFING (1 COURE PAST OPENIN( CMU PER ASSEMBL DIRECT APPLIED CEMENT PLASTER SYSTEM PER ASSEMBLY Window Sill Detail CMU LINTEL PER STRUCTURAL GYPSUM BOARD PER ASSEMBLY P.T. BUCK FURRING PER ASSEMBLY . ..:..:::.:.:.::...... ... 611 = 11-011 A f1MX/1 I!l I Ir!5CTLJ A AIC GICAI ALIT 611 C. 1.1-0.11. TINUOUS -ANT I AS NECESSARY, OAX. BLE SILL PAINTED SKIRT FURRING GYPSUM BOARD PER ASSEMBLY DESC. SIZE AREA (SF) Hp HST. REMARKS MARK TYPE W H W1 SINGLE HUNG 1 S-0" T-4" 16 SF 7'4" W2 SINGLE HUNG 1 (2)3'-0" 5'-411 32 SF 7'-4" CLUBHOUSE WINDOW SCHEDULE DESC SIZE ASFA ( ) HD. HGT. REMARKS MARK TYPE W H CH1 FIXED 2 3' -0"` 4'-8" 14 SF 8'-0" CH2 FIXED 5 (2)3'-0" 41-811 28 SF 8'-011 CH3 FIXED 3 T-4" 6-0" 20 SF 8'-0' CH4 FIXED 2 314" 6 4" 18 SF 8'-0" CH5 FIXED 4 2'-0" 4'-0" 8 SF 9'-411 CH6 FIXED 2 2'-8" 4'-8" 12 SF 8'-0' CH7 FIXED 3 4'-0" 8'-0" 32 SF 9'-4' O 1. MATERIALS, TYPES, STYLES, SIZES, AND FINISHES FOR WINDOWS TO BE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED, WHERE APPLICABLE, UNLESS OTHERWISE DIRECTED BY THE OWNER AND APPROVED BY THE ARCHITECT. INSTALL WINDOWS LEVEL, PLUMB, SQUARE, TRUE TO LINE, ANCHORED SECURELY, AND IN PROPER RELATION TO FLASHING REQUIREMENTS AND OTHER ADJACENT CONSTRUCTION. COMPLY WITH DRAWINGS, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND ALL APPLICABLE CODES. 2. ALL EXTERIOR WINDOWS SHALL BE SEALED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE STATE'S ENERGY CODE. WINDOWS MAY ALSO BE REQUIRED TO BE ENERGY STAR QUALIFIED, WHERE SPECIFIED. IF REQUIRED, THE CRITERIA FOR U-FACTOR AND SHGC SHALL BE AS INDICATED ON THE DRAWINGS OR AS OTHERWISE SPECIFIED. 3. IF REQUIRED, WINDOWS SHALL BE IMPACT RATED AND COMPLY WITH APPLICABLE CODE AND THE AHJ. 4. IF REQUIRED, FIRE -RATED WINDOWS SHALL COMPLY WITH APPLICABLE CODE, NFPA 80, AND DISPLAY REQUIRED LABELS PER CODE. 5. GLAZING IN HAZARDOUS LOCATIONS AS DEFINED BY THE BUILDING CODE SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH THE BUILDING CODE AND "CPSC 16 CFR 1201" OR "ANSI Z97.1" AS APPROPRIATE. 6. IN RESIDENTIAL OCCUPANCIES WITH NON -TRANSIENT DWELLING UNITS, WINDOW SILL HEIGHT SHALL COMPLY WITH THE APPLICABLE BUILDING CODE REQUIREMENTS. 7. WINDOWS SHALL MEET ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS FOR ACCESSIBILITY, WHERE APPLICABLE, INCLUDING CLEAR FLOOR SPACE, HEIGHT OF OPERABLE PARTS, AND FORCE REQUIRED TO ACTIVATE OPERABLE PARTS. 8. ALL WINDOWS SHALL BEAR THE APPROVED LABEL WITH THE PRESSURES LISTED THAT MEET OR EXCEED THE REQUIRED PRESSURE FOR THE PROJECT 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 AAMAIWDMA 10111.S.2/NAFS. 9. EMERGENCY ESCAPE AND RESCUE OPENINGS: IF REQUIRED, WINDOWS INDICATED AS "EMERGENCY EGRESS" ON THE DRAWINGS SHALL COMPLY WITH APPLICABLE CODE REQUIREMENTS. 10. WINDOW FRAME PROFILES INDICATED IN THE DETAILS ARE GENERIC AND MAY NOT REFLECT THE ACTUAL WINDOW PROFILE PER THE WINDOW MANUFACTURER SPECIFIED OR OTHERWISE SELECTED. THE CONTRACTOR SHALL INSTALL WINDOWS TO PREVENT WATER INTRUSION PER DETAILS INDICATED ON THE DRAWINGS. 11. THE CONTRACTOR MUST SUBMIT PROPOSED WINDOWS TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. THE SUBMITTAL SHALL BE COMPLETE WITH PROPOSED WINDOW INSTALLATION DETAILS RELATIVE TO THE CONDITIONS INDICATED. 12. ENERGY STAR RATING FOR ALL WINDOWS IN EACH UNIT 13. PROVIDE WINDOW COVERING FOR EACH WINDOW INSIDE THE APARTMENT UNITS. LEGEND --BW gW BW® BUILDING WRAP SAM SAM SELF -ADHERING, SELF -HEALING MEMBRANE PB PAPER BACKING PER CEMENT PLASTER MFR FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHRECTURE I NMRJORDESIGN C m y N 745 orienta avenue, suite 1121 ° altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 06 AA0002731 www.forumarchitecture.com U BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments o Zephyrhills, FL 2 05/08/2015 N r SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Window Schedule & Details A9.21 @ Cement Plaster Upper Floor nt dawfli @ Cement Plaster Ground Floor 611 = 11-011 I " PAST OPENING) { SEALANT 1 /2" GAP MAX. CASING BEAD RAISED CEMENT PLASTER TRIM BAND PER BUILDING ELEVATIONS zt CASING BEAD W/ WEEP HOLES ACRYLIC URETHANE SEALANT CASING BEAD ACRYLIC URETHANE SEALANT WITH BACKER ROD AS REQUIRED SHIM AS NECESSARY, 1 /4"' MAX. WINDOW PER SCHEDULE r-,-'N�Window Head Detail a� U cn 0 LO 0 N 00 0 0 4 @ Stone Veneer RAISED CEMENT PLASTER TRIM BAND PER BUILDING ELEVATION SEALANT CASING BEAD ACRYLIC URETHANE SEALANT LIQUID APPLIED WATERPROOFING (1 COURSE PAST OPENING) DIRECT APPLIED CEMENT PLASTER SYSTEM PER ASSEMBLY ACRYLIC URETHANE SEALANT WITH BACKER ROD WINDOW PER SCHEDULE WINDOW W PRECAS" C PER BUM SEALAN' (1 COURS CM STC FULLY I SHIM AS NECESSARY, 1 /4" MAX. P.T. BUCK CONTINUOUS SEALANT GYPSUM BOARD PER ASSEMBLY BEAD OF BACK CAULK CMU PER ASSEMBLY FURRING GYPSUM BOARD PER ASSEMBLY Window Jamb Detail BUILDING WRA OVER P.T. FURRIN, FIBER CEMENT SIDIN, CMU LINTEL PER STRUCTURAL , ^.. GYPSUM BOARD PER ASSEMBLY ACRYLIC URETHANE SEALAN" P.T. BUCK P.T. FURRIN, FURRING PER ASSEMBLY FIBER CEMENT TRIM BOAR[ GYPSUM BOARD RETURN CONTINUOUS SEALANT 611 v % @ Stone Veneer 611 = 1'-011 rS. is CESSARY, L :D SKIRT JG M BOARD )SEMBLY NO SEALAN' METAL FLASHIN( SEALAN' FIBER CEMENT TRIM I ACRYLIC URETHANE SE WITH BACKER ROD AS REC SHIM AS NECESSARY,1/, r-,-'��Window Head Detail v % TYP. @ Cementitious Trim With Furr-Out Siding FIBER CEMENT TRIM BOARD CONTINUOUS SEALANT BUILDING WRAP PER ASSEMBLY FIBER CEMENT PANLE LIQUID APPLIED WATERPROOFING (1 COURSE PAST OPENING) ACRYLIC URETHANE SEALANT WITH BACKER ROD WINDOW PER SCHEDULE SHIM AS NECESSARY, 1 /4" MAX. P.T. BUCK CONTINUOUS SEALANT GYPSUM BOARD PER ASSEMBLY CMU PER ASSEMBLY FURRING V 11 VVIYI VVlll\V PER ASSEMBLY Window Jamb Detail TYP. @ Cementitious Trim With Furr-Out Siding WINDOW F WII ACRYLIC URETI WITI PRECAST C ME SEALANT TYP. @ Cementitious Trim With Furr-Out Siding "EL JCTURAL ULK Mill.] '1 BOARD C OUs =DULE 611 = 11-011 n T rr In.olnln 61' = 11-091 NUOUS ANT BUILDING OVER P.T. FU FIBER CEMENT ACRYLIC URETHANE SE/ P.T. FU FIBER CEMENT TRIM B NO SE) METAL FLA: SE) FIBER CEMENT TRIM B ACRYLIC URETHANE SE/ WITH BACKER ROD AS REQ1 Storefront Head Detail w� TYP. @ Cementitious Trim With Furr-Out Siding SEALANT DRIP ACRYLIC URETHANE SEALANT WITH BACKER ROD AS REQUIRED STOREFRONT SYSTEM PER SCHEDULE Storefront Head Detail Cement Plaster STOREFRONT SYSTEM PER SCHEDULE ACRYLIC URETHANE SEALANT WITH BACKER ROD AS REQUIRED PRECAST CONCRETE SILL NG LIQUID APPLIED JM BOARD WATERPROOFING JM BOA Y (1 COURSE PAST OPENING) 611 = 1 5-011. RAISED CEMENT PLASTER TRIM BAND PER BUILDING ELEVATION CASING BEAD SEALANT AND BACKEROD AS NECESSARY CMU PER ASSEMBLY STONE VENEER WITH FULLY GROUTED JOINTS MORTAR SETTING BED Stone Veneer u AU LINTEL =R STRUCTURAL YPSUM BOARD =-R ASSEMBLY 1RRING _R ASSEMBLY =ALANT 'OREFRONT :R SCHEDULE 611 = 1'-011 SEALANT 611 = 1'-011 SILL FURRING GYPSUM BOARD PER ASSEMBLY Eta .g a -ate FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I IWB;UOtDESIGN 745 orienta avenue, suite 1121 altarnonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731' www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhiils, FL SHEET REVISIONS: EDITED BY: KG ° PROJECT NO. 14-2984 i i Window Details A9,22 4 -DRILLING ANCHOR THREAD ROD ADJUSTABLE RING HANGER CONCRETE HANGER DETAIL NTS CONCRETE FASTENER THREADED SIDE BEAM BRACKET ALL THREAD ROD CONCRETE HANGER DETAIL NTS CONCRETE SLAB 1.101 411T.Awu 00W, I �hl q 4:11 F'ONAll System No. W-J-1035 F-Rating - 2Hr T-Rating - 0 Hr GUIDE XHEZ THROUGH -PENETRATION FIRESTOP SYSTEMS A 2 j3A A 4" STUD WALL JANUARY 08,1997 W-J-10345 - A CARD Section A -A 1. CONCRETE OR CONCRETE BLOCK WALL. 2. MAX. 4" STEEL OR IRON PIPE, COPPER PIPE OR TUBE. 3A. 2" THICK FIBERGLASS INSULATION USED TO CREATE A BUFFER ZONE EXTENDING A MINIMUM OF 2\ FROM EACH SURFACE OF THE WALL. ANNULUS RANGING FROM POINT CONTACT OF \7 MAXIMUM. 3B, SPECSEAL SERIES 100 SEALANT INSTALLED TO 5/8"DEPTH, FLUSH WITH BOTH SURFACES OF THE WALL. AT POINT CONTACT, INSTALL A COVE, BEAD OF SEALANT AT INSTULATION/ CONCRETE WALL INTERFACE. NOTE: PAINT PIP!NG 5/1 COAT PRIMER AND 2 COATS OR RED PAINT SEMI -GLOSS. 4" SV#4G CHECK VALVE 2" ANGLE DRAIN VALVE - DRAIN TO OUTSIDE - 4" FIRE LINE TO F.D.C. AND SIDEWALK PRESSURE GAUGES W/COCK 2" MAIN DRAIN DISCHARGE TO PARKING LOT - r----4- SUPPLY TO SPRINKLER/STANDPIPE SPAIR SPRINKLER HEAD BOX MT`D. ON WALL 4" ALARM CHECK VALVE OS&Y GATE VALVE W/TAMPER SWITCH WIRED TO FIRE ALARM SYSTEM L(DOR 7 ------ 2" MIN. FINISHED Fr ............... I ....... . 46ice1 i SLEEVE FIRE SPRINKLER SUPPLY DETAIL (4-STORY BUILDINGS" NTIS 90* ELL--\ 900 ELL UNION n\ Cn -5 _jCL C) C2 C..)�4 LC_j) = L> 10-'--'U-�"` €-SCREWED Ell MAIN! DRAIN jgy TEST & DRAIN VA., W/ PSI RELIEF ALL FLOOR CONTROL VALVES SHALL BE LOCATED ON THE MAIN LANDINGS OF THE FLOORS THEY ARE SUPPLYING. U.N.O. 4" STANDPIPE OUTLET SYSTEM FLOOR 1" GLOBE VALVE — SET AT 5'-0" A.F.F. EXTERIOR WALL GALVANIZED NIPPLE GALVANIZED 450 ELBOW SMOOTH BORE CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER FIRE PROTEAC'TION GENERAL NOTES (AP ARTIMENTS) EV 1, WET PIPE SPRINKLER SYSTEM DESIGNED PER NFPA 13R, 2012 EDITION, CLASS 1, MANUAL WET STANDPIPE SYSTO, DESIGNED IN ACCORDANCE Willi NFPA 14, 2012 EDITION. 500 GPM/100 PSI 1ST STANDPIPE, 250 GPM/100 PSI EACH ADDITIONAL STANDPIPE. RESIDENTIAL OCCUPk ICY JDWELUNG UNITS USING ALL SPRINKLERS IN A COMPARTMENT, UP TO A MAXIMUM OF FOUR SPRINKLERS, THAT REQUIRS THE GREATESTHYDRAULIC DEMAND PER THEIR LISTING TO MEET OR EXCEED THE REQUIREMENTS OF NFPA 13R AND LOCAL AUTHORITIES. 2. ALL FIRE SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13R, 2012 EDITION. RESIDENTIAL SPRINKLERS SHALL BE USED INSIDE THE DWELLING UNITS PER NFPA 13R, 2,092 EDITION, ALL OTHER SPRINKLERS SHALL BE OF THE QUICK RESPONSE TYPE. 3. ALL MATERIALS, FABRICATION AND INSTALLATION IS TO BE IN ACCORDANCE WITH NFPA 13R, 2012 EDITION, NFPA 14 2012 EDITION AND APPROVED BY THE LOCAL AUTHORITIES. 4. ALL HANGERS & MATERIALS TO BE IN ACCORDANCE WITH NFPA 13R, 2012 EDITION, NFPA 14, 2010 EDITION. 5. FIRE SPRINKLER CONTRACTOR WILL MST THE SITE AND VERIFY ALL CONDITIONS BEFORE ANY FABRICATION AND INSTALLATION HAS BEGUN. 6. FIRE SPRINKLER CONTRACTOR WILL COORDINATE WORK WITH OTHER TRADES THAT MAY COME INTO CONFLICT BEFORE ANY INSTALLATION. 7. FIRE SPRINKLER CONTRACTOR TO COORDINATE SPRINKLER LOCATIONS WITH ALL OTHER CEILING AND WALL FIXTURES. SEE ARCHITECTURAL PLANS FOR CEILING FIXTURE LOCATIONS. 8. ALL BRANCH LINES AND CROSS MAINS ON RESIDENTIAL UNIT FLOORS TO BE BLAZEMASTER CPVC R APPROVED EQUAL) PER THEIR LISTING AND GALVANIZED STEEL PIPE FOR ANY EXPOSED PIPING INCLUDING THE Fl E SPRINKLER RISER, ALL TRANSITIONS FROM STEEL TO CPVC PIPING WILL BE MADE WITH UL APPROVED FITTINGS. 9. ALL FITTINGS FOR CPVC BRANCH LINES AND GROSS MAINS TO BE BLAZEMASTER CPVC (OR APPROVED EQUAL). ALL FITTINGS FOR THE GALVANIZED STEEL PIPING SHALL BE BLACK CAST IRON OR GROOVED. 10. ALL FIRE SPRINKLER COMPONENTS SHALL BE U.L APPROVED. 11. UPRIGHT SPRINKLERS TO BE LOCATED BETWEEN I" AND 12' BELOW ROOF DECK WERE REQUIRED. 12. SPRINKLER HEAD SPACING IS PER NFPA 13R, 2012 EDITION AND MANUFACTURER'S LISTING. 13. THE CONSTRUCTION MANAGER SHALL PROVIDE, OR HAVE PROVIDED, A SET OF COORDINATION DRAWINGS FOP, ALL SYSTEMS AND FEATURES THAT OCCUR ABOVE THE CEILING PLANE, THE COORDINATION DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO STRUCTU IRAL MEMBERS, HVAC DUCTWORK, HYDRAULIC PIPING, PLUMBING SUPPLY AND WASTE PIPING,, PRE PROTECTION PIPING, ELECTRICAL POWER CONDUITS AND RACEWAYS, AND ELECTRICAL LOW VOLTAGE CONDUITS AND RACEWAYS. IHE -M COORDINATION DRAWINGS SHALL PROVIDE, APPORTION, AND COORDINATE SPACE FOR ALL SYSTEI S. HORIZONTAL Y AND VER11CALLY ABOVE THE CEILING PLANE TO THE STRUCTURAL DECK ABOVE ALLOWING EACH TRADE CONTRACT'- R -HIE SPACE TO PROPERLY EXECUTE HIS PORTION OF THE K. 14. THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER HEADS PER NFPA 13,R, 2012 EDITION: A� BATHROOMS NOT EXCEEDING 55 SQ. F-1. WITH NONCOMBUSTIBLE WALLS AND CEILINGS. 8 CLOVES ( 010SETS. LINEN CLOSETS AND PANTRIES NOT EXCEEDING 24 SQ. Fl. & 364 FOR �ChE LEAST WALL D11MILEEMON. 'M PORCHES, STAIRS !l!A-'l ARE OPEN AND ATTACHED. �ATTICS, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY' TO ID CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT, CRAWL SPACES, FLOOR CEILING SPACES, ELEVATOR SHAFTS, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVINVIPURPOSES OR STORAGE AND DO 7 E OR BALCONIES, NOT CONTAIN FUEL FIRED EQUIPMENT. SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS ON EXTERIOR B C IES, REGARDLESS OF SIZE, AS LONG AS THERE ARE NO DOORS OR UNPROTECTED PENETRATIONS FROM THE CLOSET DIRECTLY INTO THE DWELLING UNIT. 15. ALL GROOVED FITTINGS TO BE 'VICTAULJC' FITTINGS OR APPROVED EQUAL 16. ALL PENETRATIONS THRU 1-HOUR AND 2-HOUR RATED WALLS TO BE PATCHED AS NECESSARY, 17. ALL DIMENSIONS TO BE VERIFIED DURING FIELD CHECK OF SPRINKLER SYSTEM. 18. THE FOLLOWING ARE ACCEPTABLE SPRINKLER HEAD MATERIAL MANUFACTURERS: RELIABLE, TYCO, VICTAULIC, VIKING. 19. FLOW SWITCHES, TAMPER SWITCHES AND ALARM BELL SHALL BE PROVIDED AND INSTALLED BY THE FIRE SPRINKLER CONTRACTOR. SPRINKLER SYSTEMS AND ALL ASSOCIATED FIRE PROTECTION SIGNALS SHALL BE SUPERVISED BY AN APPROVED CENTRAL PROPRIETARY, AUXILIARY, OR REMOTE STATION SYSTEM IN ACCORDANCE WITH NFPA 13R. ALL WIRING TO BE PROVIDED BY ELECTRICAL CONTRACTOR. 20. FIRE PROTECTION SHOP DRAWINGS, HYDRAULIC CALCULATIONS, AND MATERIAL DATA SUBMITTALS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR REVIEW AND APPROVAL 21. THE INTENT, AND EXTENT, OF THIS SYSTEM DESIGN IS AS ILLUSTRATED, BUT IS DIAGRAMMATIC ONLY. IT IS THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO ASSEMBLE A SET OF DRAWINGS DEPICTING THE ACTUAL PIPING CONFIGURATION FOR EACH BUILDING IN ITS ENTIRETY PRIOR TO SUBMITTAL TO ENGINEER OF RECORD FOR REVIEW. HYDRAULIC CALCULATIONS ARE PROVIDED TO VERIFY THE ADEQUACY OF THE WATER SUPPLY. THE SPRINKLER CONTRACTOR SHALL PROVIDE A SET OF HYDRAULIC CALCULATIONS FOR EACH BUILDING TYPE USING A FLOW TEST CURRENT TO WITHIN SIX MONTHS. 22. CORROSION PROTECTION FOR ALL UNDERGROUND BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION -RETARDING MATERIAL AFTER INSTALLATION IN ACCORDANCE WITH NFPA 13, 2012 EDITION, SECTION 10.3.6.2. 23. THE UNDERGROUND MAIN STARTING AT THE PUBLIC WATER UTILITY POINT OF CONNECTION HAS BEEN DESIGNED TO NFPA 24, 2012 EDITION. INSTALLATION AND TESTING MUST BE IN ACCORDANCE WITH NFPA 24, 2012 EDITION. 24. ALL TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES, AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT BY USING THRUST BLOCKS OR RESTRAINED JOINT SYSTEMS IN ACCORDANCE WITH NFPA 24, 2012 EDITION. 25. ALL FIRE SPRINKLER COMP014ENTS ARE TO BE RATED FOR THE MAXIMUM SYSTEM WORKING PRESSURE TO 60 THEY ARE E)POSED IN ACCORDANCE WITH NFPA 13, 2012 EDITION. � w% 295. THE COMPONENTS OF THE FIRE PROTECTION SYSTEMS FURNISHED UNDER THIS DIVISION OF THE SPECIFICATIONS BE GUARANTIED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE THEREOF, EITHER r I BENEFICIAL USE OR FINAL ACCEPTANCE, WHICHEVER IS EARLIER, AGAINST DEFECTIVE MATERIALS, DESIGN, AND rORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE ARCHITECT OF FAILURE OF ANY PART OF THE EQUIPMENT DURING E GUARANTEE PERIOD, THE AFFEC Y19 PART OR PARTS SHALL BE REPLACED PROMPTLY WHICH INCLUDES RPEAVVING THE DEFECTIVE PART OR PARTS, REPLACING AND INSTALLING THE NEW PART OR PARTS AND AT THE EXPENSE OF ThE CONTRACT, OR, 27. CPrk, PIPING SHAl Ll BE COMPATIBLE WIN ANTI -MICROBIAL COATED BLACK STEEL FIRE SPRINKLER PIPE. IESTiNG hAS SHOW 'r,4A T CERTAIN ANT. -MICROBIAL COATING PRODUCTS CAN BE COMPATIBLE WITH CPVC PIPING. HaWEVERN, T'qE POTENTIAL FOR COMPATIBILITY PROBLEMS CAN BE PRESENT IN INSTALLATIONS WHERE CPVC MATERIALS ARE HIGHLY -STRESSED. 28. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES, DECKS AND GROUND FLOOR PATIOS OF DWELLING UNITS WHERE THE BUILDING IS OF TYPE V CONSTRUCTION, PROVIDED THERE IS A ROOF OR DECK ABO14L SiDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PERMITTED To BE LOCATED SUCH THAT THEIR DEFLECTORS ARE WITHIN I INCH TO 6 INCHES BELOW THE STRUCTURAL MEMBERS AND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION. . . ... ........................................ ...................... . .. . . SUPERVISED DOUBLE CHECK VALVE O.Sh Y GATE VALVES BACKFLOW PREVENTOR INSPECTORS TEST DETAIL N TS ASSEMBLY.(FEBCO#805 1" PIPE SUPPORT & SADDLE SHOWN) W/8"X8'X1/4" PLATE W/(4) 31/8" ANCHOR BOLTS SET IN 1'-6" WIDE X 4" THICK CP.V,^, FEE FRINGE R SCHEDLUE REINF. CONC. SLAB. TABLE1 TABLE 2 @ PIPE LESS THAN MORE THAN I LESS THAN MORE THAN 0 0 SIZE 100 psi 100 psi 100 psi 100 psi 9" 6" 4s-O" 3$-0" FINISHED GRADE - 1" 12 tt 9" 5'-0' 4'-On PVC CLASS /* 16" 6 -0-"-- 5'-0 LENGTH OF SLAB TO BE L __' _r 150 MAIN U 1-1/2' 24" 12" 7t-Or f - -------- Irl SAME LENGTH OF DEVICE 2" 24" _12, 7'-0 r, 911 0 M M. 44 N jr—j -0 1 Ull L D IN G T I I T_ 44 12 1 7 -0" 7-0t SITE MAIN, 12' THRUST BLOCK TABI E I TABILFE 2 PIPE L FIRE PRO 'll"ECTION BACKIFLOW PREVENTOR DETAIL HANGER /BRACE — 29, THE FIRE SPRINKLER CONTRACTOR SHALL PREPARE DIETAILF-D WORKING PLAINS lN ACC^ D Na"E Wfl OR AN IN U NFPA 13R, 2009 EDPION, NFPA 14, 2012 EDITION THE -FIRE PRO!-ECION S-1,`S1_EM LAYOU- SHAI OT'4 TrIE DESIGN GUIDELINES SET FORITA IN 'TIESE FIRE PROTECI-110N SYSTEM ENGINEERNG DODURAIENTS. 30. THE FIRE SPRINKLER "CONTRACTOR SHALL OBTAIN Tl�E ACCEPTANCE TESTS FRC TEE LOCAL AUTHORITY. THE ACCEPTANCE TEST FOR THE O'VERHEAD SPRINKLER SYSTEM PIPING SHALL BE IN ACCORDANCE WITH NFPA 13R, 2012 EDITION CHAPTER 10 USING THE MATERIAL AND TEST CER 11FICIATE FOR ABOVEGROUND PIPING IN FIGURE 10.1.2. THE ACCEPTANCE TEST FOR THE UNDERGROUND PIPING SHALL BE IN ACCORDANCE WITH NFPA 13, 2012 EDITION CHAPTER 10, SECTION 10.10 USING THE MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING IN FIGURE 10.10.1. 31. THE POINT OF SERVICE IS INDICATED AT THE SYSTEM SIDE OF THE BACKFLOW PREVENTER. AT THIS POINT, THE SYSTEM IS DEDICATED SOLELY FOR FIRE PROTECTION PURPOSES. NO DOMIEST11C WATER SHALL BE TAKEN FROM THE SYSTEM BEYOND THIS POINT FOR OTHER PURPOSES. 32. CLASSIFICATIONS OF HAZARD OCCUPANCIES FOR THE AREAS OF DESIGN SHALL BE AS FOLLOWS: (RESIDENTIAL FLOORS) RESIDENTIAL OCCUPANCY PER NFPA 13R, 2012 EDITION. 33. THE SPRINKLER SYSTEM SHALL BE WET PIPE FOR THE RESIDENTIAL FLOORS, WITH rw REI40-m AREA USING ALL SPRINKLERS WITHIN A COMPARTMENT, UP TO A MAXIMUM OF 4 SPRINKLERS, THAT REQUIRE THE GREATEST HYDRAULIC DEMAND, TO MEET OR EXCEED THE REQUIREMENTS OF N-TA 13R, 2009 EDITION, AND 15NG OF 15 LOCAL AUTHORITIES. SPRINKLERS SHALL HAVE MINIMUM T IEMPERATURE RATAND SHE SPACING SHALL BE PER NFPA 13R OR MANUFACTURERS LISTING. 34. SEE CIVIL UTILITIES PLAN FOR WATER SUPPLY PIPING LOCATIONS. I 35. FLOW TEST CONDUCTED '11 /12/20 14, 38 GPM 0 62 PSI STATIC, 5537 PSI RESIDUAL, 118 PS PF'OT. IF 1 THE FLOW TEST BECOMES GREAER DHAN SIX (6) MONTHS OLD By -lHE TIME OF PRE SPRUN L-F PERMIT 6 SUBMITTAL, A NEW TEST SHALL BE OBTAINED 8Y THE PRE SPRINKLER CONTRACTOR. 1 I 36. VALVE AND ALARM REQUIREMENTS: ALL CONTROL VALVES ON SPRINKLER RISERS Arlo F�RE PROTEC-11ON BACKFLOW PREVENTERS SHALL HAVE A TAMPER SWITCH. TIE FLOW SWITCH SHALL BE I-S-_-T TO NOT .ALARM WITH MINOR CITY WATER PRESSURE FLUCTUATIONS. HOWEVER, THE FLOW OF ONE SPRINKLER HEAD SHALL PRODUCE AN ALARM CONK-11ON BY TRIPPING THE FLOW S", T,' H. ALL FLOW AND TAMPER SWITC NES SHALL BE CONNECTED TO THE BUILDING FIRE ALAW PANEL FLOW SWITCHES SHALL ALSO SOUN,01 THE ELECTRIC ALARM BELL ON THE OU —151DE" WALL PRE SPRINKLER CONTRACTOR SHALL VEE RIFFY AND TEST PER NFPA 13. I 1 37. THE LOCAL WATER PURVEYOR iS REQUESTED TO ADVISE -1HE ENGINEER OF RECORD IF CONNEI-11MIJIS EXIST IN THEIR WATER SUPPLY THAT COULD LEAD TO MICI SO THAT TINE ENIGINEOR CAN DESIGN C()RREfV 'TI',dE MEASURES. THERE ARE NO KNOWN1 W."" COND119ONS IN THE LOCAL 'NATER SSUPPLY. T R iREM ffS TIH -48. BACKRLOW PRRE�r-_N —iEFFR AND 10FTERING SPEC' ICA 1110'I'm SHALL E_T 0? _-A EED R EE M C OF 'LOCAL JURISDICTnON, i TC -TS CO M P R: PROAD-00T DA i A SHEE 3HA Sc SU@M!T�IIED BY 39. YARD AND INFERIOP FIRE PRO NECTION wNLkI 60NIT'RAC Al ING INATH THEIR SH" DRANINGS. I RREE PRO 'Ii-C C$45 - E D' �ChE SPRINKLER At! 1 COMPONENTS) SHAL-1 BE -LUL liSTEED AND 111A APPRO�01 I I 40. -WE FOL WING-,- AR-� APPLICABLE ST�A�DARDS: FLORIDA FBUILDING CODE 20110 EDITION & AMEND MIENTS. FLORIDA RRE FIREVENTION CODE 2010 0011171ON & AMENDMDITS. KIFPA 13R, STANDARD FOR THE NST AlIjkTION Cf. SPRINKLER SYS 7SMS N ifullff RISC- RFESMUEN-P-AkL. NFPA 13, 2012 EDITIO', STANDARD POR THE INSIAL ATION OF SPRINKLER SYS044& NFPA 14, 2012 EDITION, STANDARD FOR I -HE 114STALLA-A-VION OF SIFANDPIPE & HOSE SYS' FEMIS. NFPA 24, 2012 EDITION, STANDARD, FOR TIHE INASTALLA-110IN OF PRIVA TIE FIRE SERMICE MAINS A 'ND THEIR APPUR 7ENANCES. NFPA I-EI 2'� 2012 EDI -mO,14.. INSPECTIONS, rES -uNG AIND MAINTENANCE OF WAWEIRASED FIRE PROTECTION SYS7500S. FIRE SERVICE PIPE MATERIAL & TESTING NOTES 1. ALL PRIVATE FIRE SERVICE MAINSQNES LOCATED DOWNSTREAM OF THE POINT OF SERVICE SHALL BE N, INSTALLED BY A QUALIFIED AND LICI LASED CONTRACTOR CLASS 1, 11, OR V WITH 3' MINIMUM COVER, CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FIRE CODES. CONTRACTOR TO VERIFY REQUIREMENTS BEFORE START OF CONSTRUCTION. COMBINATION MAINS (SHARED DOMESTIC AND FIRE SUPPRESSION SERVICE) UP TO THE DEDICATED FIRE SUPPRESSION SYSTEM POINT OF SERVICE CAN BE INSTALLED BY LICENSED UNDERGROUND EXCAVATION OR SITE UTILITY CONTRACTOR. 2. POINT OF SERVICE IS TO BE DESIGNATED FOR ALL BUILDINGS EQUIPPED WITH AUTONA1111C SPRINKLER SYSTEM. 3. THE UNDERGROUND MAIN STARTING AT THE PUBLIC IYN T"ER UTILITY POINT OF CONINEECTION HAS BEEN DESIGNED TO NFPA 24, 2009 EDITION. MATERIALS, NISIALLA7HON AND TESTING MUST BE N A-VrmANCE WITH NFPA 24, 2009 EDITION. 4. ALL NEW PRIVATE PRE SER'�ACE MAINS/UNES AND HYDRANTS, SHALL BE rLUSHED AND 14YDROSTA.TIC TESTED TO 200 PSI FROM THE POINT OF SERVICE AS PER NFPA 24, 2,309 EDITION, C HAPTER 9. 5. THE UNDERGROUND MAIN STARTiNG AT THE POINT OF SERVICE HAS BEEN DESGNED ' NRPA 24, 200-9 EDITION. 6. FIRE SERVICE MAINS/UNES SHALL BE POLYVINYL CHLORIDE PRESSURE PIPE CIORNFORMNG To AlAIVA C900 NTH DIMENSION RA'llO'(DR'j OF EIGHTEEN !§-' AND A MINIMUM PRESSURE CLASS OF 71� HUNDRED POUNDS p PER SQUARE INCH ('200 P.Stl) UNLES'S NO ED OTHERWISE. k C. —4 1. THE CONTRACTORS FIRE PRO`lE_C%wN ENl,'A-NEER, AS THE "DEL GATE ENGINIEER� S'HALL BE THE PENGINEER OF NRECORD' FOR THE FIRE PROT-LCIION S' Tnd AND SHALL PRFEPARE COMPLE —F AND! IRNAi PRE PROTECTION DESIGN DOCUMENTS WTH THE HYDRAULIC CAICULAi-r!ONS, 'SIGNED AND SiFALEID, PAS DEFINED B I THE F.A.C. 619G15 AND SHCIE l� SUBMIT REQUIRED DOCUMENTA-10-4 TO THE ARCHKIECT R, REVilrEw BY 72WER "PRIME PROffSSICHNIAL ENGGVNREER�' 001,41SUL "Tk.NT TO REVIEW' FOR 8 ASIC D'Ell-3iGN CM 'ERAA. UPS IN , PROVAL MIENTS T 7HE AHj FOR MEDOEW ANE) APPROVNL r Tr -'I' AN SF, DO'u fHE CON RACM DIR S. All SUBM SIGNED -k-ID G REINFORCED CCINCCRETE -TOP OF INLET CONN. SEE SPECIFICATIONS )R LABEL NOMENCLATURE, FIRE DEPT. CONN., 2-W-Av SHOWN'; SEE SPECIFICAT6NS EXACT F(j'll E A C TPF E I BE _'_-N3TALIIED. -iDEN111FICATIO' BASE PLATE '--',Ec SPECIFICATIONS coR LABEL ABF_- EL N101MENCILA"PURE. -FINISHED GRADE ypl (d'ONTINUOUS POURE CONCR R U SQ TE BLOCX NQ�E '^UN?NGOG'l' SIA11 A0POHA'ANG 'Ti' I. eHHH1CG,UIM 'vMN. FREE STANDING VERTICAL FIRE DEPARTIMENT CONNECTION DEVIL IRRE- PRO"I 1ECTION LEGEND FIRE PRO TECTiON PIP}} G DRY PIPE SYSTEM PiFIINIG EXINSTING PIPING TO RREMAIN PIPE TURNING D0loW PIPE TURNING UP PIPE CAP CONTROL VALVE CHECK VALVE OS&Y GATE VALVE VALVE VATH TAMPER SWITCH NEW 1-041-RECESSED PENDANTi SPRINKLER. NE WN CONCEALED PENDANT SPRINKLER. 0 NE UPRIGHT SPRINKLER. 0 NON UPR riAll'T SPRINKLER BflL9f4 DUCTWORK. lFP-NG SDIEWALL SPRI14KLM HEAD NOW SIDEEWALL SPRINKLER HEAD FHV MRE HOSE VALVE FS, FLr3w SWITCH r-lfcl Fl,;",: VALVE CABINET GPM G& NS PER MINUTE ITC WSPECTOR'S TEST CONNECTION PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH SF SQUARE FOOT SP STAND�iPE r;123 TAMPER SWITCH We WT PIPE INIOTEICE' t 21� C002-0-141WE FIN& SPRINWU FIEAc) LoC.AT"ON-2 wrN, S' Lic-iln AND H-VAC DUCT'510RK IPM0,lT A0 NG SPRINKL01 WAVIER [)lMl5(JT,0fNx CON7_11y;UrCIR is REIBP%Nls_ 1--f rrMR PIRt ADEQU,, NUIR98ER Ofe SPRINI(LERS3. 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Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC1 5.0038.00 i . I 0924 ffi C Adam Joseph Barney P.E. #: 69124 Z� SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Building 11 0 z Fourth Floor Plan 06 W Fire Protection r1% Muildim-4 111 - Fou," Floor h 11--j-41an - W— .Fire Protection Scale. 331.32" =7- V-0- Eliq wl 'D 321.97-7.4466- (",COH CA 28730 GD I summmmerset Apa nments REVISIONS. SHEET 3 EDITED BY: KCM/AJB u PROJEECT. 14-298 Enlarged Plans Unit A®F Floor Plan ® Fire Protection Scale: 1 /4" = V-0" (p Unit Al Floor Plan - Fire Protection Scale: 1/4" = 9'-G" Joseph, LOwpence & cc 1 -5v 4 .P? o°"wZD t,W., SUITS 3000 A AdMO 9TE SPRI S, R :'su D 32714 T'R: U �7vdWA Wpitw '3.0 :NCCOM 28730 H , I .......... Scale: 1/4" = V-0" M V i. 411-J JL "k 2 ARCHITECTURE & ,NTERIOR DESIGN, INC. L 7 "I I 745 orienta avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FL JLC15.0038.00 j I SHEET REVISIONS EDITED BY: KCM/AJB PROJECT NO. 14-2984 Enlarged Unit Plans Fire Protection IN IIII f�Ill,�Ill 1111 11111 Scale: 1/4" = V-0" A Unit- B I Floor Pl - rire Iron ea. -ion Scafle- 1/4" ::- V-0P Josepk L2n-Av.-ence C o C'T�Dnsulfinqj EEngineess 1180 HiARWOOD AVE., SUMS 3000 ALT01C)NTE SPNNGS, FLOPIDA 32714 -�i - � Li 321.972,4466 WWW XCENG.COM :,A NO. 28730 - -------- - --------------- - 1 it I it It ____ ............ __'! . . ... .. .. - - ----- ------ --- - ------------ ........... --- - --------------------- . . . ... ....... N� ---------- 7 r........... .. ------ . ... ... --- ---- - ----- ... ...... / fill ----------- ------ ill L . ..... . ..... . . ..... .. .... .......... ........ .... Fn if if -1,9 ------ - - ---- IJ o"Im. 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Tamiami Trail Suite 301 Sarasota, FL 34239 mm I Z�n SHEET REVISIONS: 1 * 0 EDITED A BY: KCM/JB PROJECT NO. 14-2984 c 2 AM 0- SRI me N unit R I unit L';2-UFA...., Floor Plan - Fire Protection Scale: 1/4" = V-0" Ft�kTl 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 wvvw.forumarch itecture.com B E-1 FIC-4 IAL ENT COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLCI5.0038.00 Adam Joseoh Barney P.E. #: b9124 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: KCM/AJB I PROjECT NO. 14-2984 nlarged Unit Plans Fire Protection Uni-t C1 Floor Plan - Fire Protection Scale: 1/4" = Joseph. [-avvpence & Co "SU nq F 2--nqineers 180 f-iAPWOOD AVE., SUITE 3000 AL TAI/C)NITE 5,PIRMGS, FLOPIDA 3277,� TZL 321,972X.4466 C',.4.COH CA NO. 28730 s E k DIRECTION OF FLOW IN PIPE �- PITCH PIPE DOWN IN DIRECTION OF ARROW ----Q PIPE JP PIPE DOWN EJ EXPANSION JOINT FLEXIBLE PIPE CONNECTOR VI- BAD VALVE CHECK VALVE", HORIZONMOLI SWING GATE VALVE BUTTERFLY VAL E GLOBE VALVE 'µ 941-A 0INC VAI 3°E €ek Ber: BALANCING COCK 3 aTRAI.NER Y-T'16_17 AND BLOWOFF V;;=.i kIE 3 X6 I �' PRESSURE REIIEa VAI_�E ;WA v_ ' s31 a PRESSURE REDUCING "SAL VEE - PRV MANUAL AIR 'vl'� '00y E S fnn" 4iw ie a [ CAPPED LINE SAN SANITARY SEWER (ABOVE GRADE) - - SAN - ® SANITARY SEWER (BELOW GRADE) DOMESTIC COLD WATER BP- BOOSTED PRESSURE DOMESTIC COLD WATER -- DOMESTIC HOT WATER ®W - DOMESTIC HOT WATER RETURN - - CD - CONDENSATE DRAIN (BELOW GRADE) CD CONDENSA DRAIN (ABOVE GRADE) - T - STORM SEWER (BELOW G E) ST - STORM SEWER (ABOVE GRADE) -®- EO -- STORM EMERGENCY OVERFLOW" PIPING GR - GREASS SEWER "BELOW GPADE I + y OW spa ,v..,. ..3'. COULD WATER S VEfff i av''" � i a.m. �..... � i.�`'�.`'i' s.,.¢I (BELO GRADE) GAZPdE (ABOVE GRADE) AR9 a^a PYiN' F F CONNECT !ON «fit Y.,I TO EXI ;ING E POINT OF REMOVAL IFOR VENIO IMIIIO AT DEL,A T ;TEM' r• a EE DIFFE EEN'C i �''�i�'R�, i>i. �Rr�. .r.G l I PHOTO DE XII OR SECTION +DENTflCATION TAPGE+ A A ® DETAIL NUMBER. B B = SKEET NUMBER ON WHICH DETAIL IS LOCATED, HB - -+ HOSE BIBB FD 1 FLOOR DRAIN HD O HUB DRAIN TD MM TRENCH DRAIN --A-- COMPRESSED AIR (BELOW GRADE) A- COMPRESSED AIR (ABOVE GRADE) I € - €-10OR CLEANOLrT ®-® " LE-ANOUT EXTERIOR CLEANOUT HORIZONTAL CL ANOI3T €TEMS TO BE REMOVED (DEMOLTI0IN) - - - C N � v C00D NANO 'r 0ER _ -- Off -_- _ C0Lru FILTERED V�,�T� g6 � 'SHOCK ABSORBER € + - NOTE, SYMBOLS SHOWN ON THIS PLUMBING LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. - NE SAL. 1. CONTRACTOR SRALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY 's $ s F INGS AS REQUIRED EfY ALL APPLICABLE CODES KND GOVERNING A-THORITIES. 2, CONTRAR SPAN 9 'VERIFY AND CORRECT AS REQUIRED TO, MEET ALL CODES AND REGULAMPONS ANY POSSIBLE DISCREIPAN IES BETWEEN' TYPE AND SIZE OF CONNECTION SPECIFIED IN PiLUMiB+MSG ArPURE SCHEDULE AND q SITE FIXTURES ACTUALLY € ` 1STALIoED THE . a sR w SAN TAR- Yy,PIPING 5I AILI lA��E _� 3 8" Mt FO`JT »a'LOPE "OR PIPIN'kG *-6�, _ 4� PER FOOT FOR PIPING 2 1/2" AND LIESS. 4. Vs.:tIff PIPING SHOii3N ON FI-06OR PLANS; IS 0NLa IND�CA7R1+1f'E EXCEPT € CO a 0CA.1 �'TR �.��:�ONSz 5. V A'I AND + "N" SIB + L BE O S,7' OF 'LINE ON, WHICH ARE THEY aa32 -WBE € x-c'4e:"�.. ED 'x"n .!-.>, �TLe+ iz' ..4-a Sv xn.. e4. u .n-.� .3 ''e 4st -�'"'SYY e. T z,3a 6, CIO? R -SHALL C?0'ORD!I`E AL_ 'WORK V111, OTHER TrRikDES. 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X ESS''S R €.d ICE '�N - � @ 1'� 1Y OF FLOWN c ;. , ANY OTHER AG'A RSE EFFEC7,UNLESS s S -fie €. 4. S£sLE USE O5 SAIN'fl"ArRv TEE IN s- aOtsa Se ( N KF1� 0P4, USE g F _ IB � � IT �Y TEE �N A VERTICAL k1 K IN GENERAL, I i �` _ AGO �._� SA+�: �.: t � � �,�-� �_ y�� �" HSLR.i `m Ei�Sn.'3M�1 F6E €Bx�Ga�,^ FOR !"tlb �iS�idp� $F. Q�P�i 4i c�E DRAIN �'_";`. :A!C CONNECTION). 11 ALL DRAINAGE PIPING SHALL BE MAVRKED WITH Wc SEAL OF APPROVAL OF .I ;7 I IA711ON L SA.F11TATiON F UND00N. 14, DO NOT PENEPRAFE FOU ND:�,+a'ONS WITH PIPING, COORDINATE WITHCG N RAL COr + ,;ACa0 R TO DROP FOUNDATIONS AS REQUIREED TO CLEAR PLUNIONG SERVICES WER S, rah a N .-ISM.'_ h.. s. P- € sa €'' ` a €, B WALL W��I��� 5�+��TE�.3 a�E..����,€�,�. �.:�:� PIS§�C 3 __ yT�I��� � �I���R�I�G ��AL� OR FOOTING MUM,' ICE SLEEVED kNLOCATION �3 I APPROVED BY Sa�DCTUR.AL �._ �s ee i '� ENGINEER. S +� ROUTE ALL 5F I%Qa CON`4nE E ABOVE .i Ee,Z3k.ES 4is)g .P EEC ` , E3. 4N %A , kSC�. PIPING E OSEED S SLOPED I� 3N e TE T T TCH s SHALL B S AIND E� �b3aE' se _+,PWG 3N M e§ 3� NIC aROOMS NY BE EXPOSED. s PRO 'I€E ACCLSSS PANELS TO Ads IvAUVCS WITHIN CHASES a> S OR ABOVE NON- ACCESSIBLE �.>. IN(3 „.. R TO AEC1'a..��iAL D€�.r���'?`INGS FOR.. CEILING i € . �, REEg Ys- RCHR pw 17, SEEE ;kRCHTfEC U AL DRA 3IIGs FOR EXACT LOCKilI NS OF PLUMBING FIXTURE MOUN``IIIC ffi&GI TS, AND DIMENSIOI+A!S, S. P�°_� Tyy**� -,q�, i F :.- ( + �5"g,, d-� ION OF S 1 WHICH :H NEW •..�. TR <.8OR S 0r E 1 IN ER EL si'a �P �� �3S SEWERS s �K €�4. SLWE'R UNt S ARE TO BE CICN.���a=`D BEFORE WSTAwLA.rCN OF .OW .S30NER UNE. V 3a.=.. 'fENITS THROUGH �a r Fs - BE' om. $ g aka =$°� ¢.- ` - ANY 3. `T.a '+.�'i a SHAU DIEL,as„ s _: a., _a a ..$S gip+ 4 y :� §a § E,,y+ .� .. .:� a 3 sfi. r, e� T1 ,� a § 24 _ �C()N €.. rr .'.,ai's .x, _ >'- .t"$> €,.I'O f -. 0y D- _4Wi G 5 %..'+".+aL.�°L�IN' i s rsi' 4,r t- > -n t"`A EQU€ E r -ad'ia C a `EECT/El 4'3 e a F € € , 3ev 3 , €-,.a APPtb A s`�fi , p s a.° ei ems € €,�ai f i;.;� =`y,; ,; a. ,w %; ` IPiN , ,ss a(R "5§ $€,x.gICN�p'" swa b"4 £.;9DE ,� ?�e �,,a .,z�'6''P WTH F`=N`3. �.. � a� 5�'€N„e 5 EEX4 �:EE S, �xP � v.� :, I RI-GEEPATfORS �;IITH ICE` �.. ERS fi HOGHT sER 63) ,-eA A _� .G< OF I F ANC "-_ -STOP 440 FLE'XIROILE SUPPLIf� 0 DISH® am, ,n.. E3'. MACHINE', AT e-3E.. .,> A F EOW,L' D 8A- .AA, tiUB t'.eCa e,a:'§OR OF EQU:i'Mr.,<NS $ q e - + :FSY=.t.�, vz �r I yky € -�-R PIPING G - a . 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WA—TC—HL17NE _REFER _T0SHEET T1-4.1 AC- CONDEENISATE, RISER, REHER TOO AND COORDINATE WITH MECHANICAL P LAN's - R D t.0R ry RISER 'DIAGRZAM AND DETAIL WAHER HE160E RAIN DAN RISER, RE.�_ r N T R"H04b E C,'ONDENSATE RISER PIPtNG '12" AB(DVE GRxk- W,,qH SCREENED IE -H GOOSENECK FA71NG, LOCATE 12" FROM E� IERIOR BUILDING MALL: C4 T-RkAri hA-f R HWER DRAIN, P, RISER 1PING 12 ABBOVE GRArm "SENECK "`N`� �"_'OCATE 12" FROM EXTRERIOR BUII iNG L.,� LU jo Ir r 1 LD 0-H SICREENED DO V%' i - n IN i K TE m k.) R.-%J R 30 A;- CUEAN OUTS Alf THE I E OF A SANPY'�',JRY S KS 11 PROV-DE 1 FIRCIVILDE 0 .:Use -OF 'v1AQk AT; THIEE RASE OF i Y Isi FR TER. R L _H F �U D ? NS MAY M'RRC--,R F-CIR. SH C-1 L DR.0INGS. SF Ck EF-VIECEE LOC,"O V LgX�, U K A A S , A-% L N Lw, U E&ASEED O'Ni", 2010 F- IX- R 10D A, BUILD!Nr' -ODE i I_YPE SEEP -VICE 'fV;2 U1 E R S A N ff ARY C-OUN11' TOT AXTIURE Ut IT 4739 TOTAL GALLONS PER WHINILFE N/A S!7E OF SEPACE CONNECTION 6% 4' OMESTIC 'C"O-' SzUPP'L)' BELa dW GfZ DE 'FtUsR CONr7lir-41M I-XN HI '-ONF-F 'V'AU WR,,-H1' AGCTES57 1 CADST 'RUNi CC 'FF? Wy l ICI F-1- NS FOR MASX ER M"ER C -Cfl. 4 fl' 50w RSA R 0 c e ARCHITECTURE & .NTERIOR DESIGN, INC. :::: - 1 ---------- 745 orienta avenue, suite 1121 altarnonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 \wm.forumarchitecture. com Zephyrhills, FL JLC15.0038.00 MARS, Adam Joseph Barney 69124 1 SET DISTRIBUTIONS: 0 2� SHEET REVISIONS: EDITED BY: KCM/Aj:B PRWEECT NO. 14-2984 First Floor Plan Underground Plumbini I Im I 1� q q iosepk Lci-,NFence & Co COFISU101inq Enyg®n 11.80 4ADWOOD AVE., SUITE 3000 ALTAMONTE 5PPINGS, ROPIDA 32714 R; 321.972.4466 www'j"CENG.Com CA NO. 28,311 411-10-0- EM �"`NOTS �D D P E-7 C E Of P INL-1 1KL_N%"?1_ - - - - - - - - - - - -------- F A 7 %i 10 oil . .. .... . . Ill _�l 4.13 WAMPEITE TEWR TO �HEF 4� CW Ric -OR' FT -OM BEL(W GRADE. A, CON-DEN'S,47T RMER, REEFER TO D, G'001RDIN VIE MT MIE HEAMER IN PAN RIStER, REI ER TH) RiSER DIAGIRA'14 AND DETAIL. KEY PL 1-13"WPerica & CC) HARWOOD AW., WTI 300,0 ALTAMON07 SPDINCS, ROMA 322,71M TEL: N1.972.4466 WWWACW3,00M., "I NO. 28130 y Ld Uj 0 ARCHITECTURE & INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tanniami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Adam Joseph Ba 64 DBrney •912 S S T IS I UTI ET ISTRIUTIOONS: m SHEET REVISIONIS EDITED BY: KCM/AJB First Floor Plan Plumbing Scaie: 31.32" = 11-Ot' 21f 6" SANITARY SEWER BELOW GRADE —14' S!'ORM SEWER BELOW GRADE FOR C0Nff11NyA:910N SEE GWIVIL DMWINGS. FOR 1offli T NUATION SEE CML (17,189 SF). 2101—Fco— I A: Emu _-1 k2 WAY) (2 WAY) LJ I J L J'! r% r— . _j I buildinq 11 - i-irst Floor Plan - Under -round Polumbin Sr. 1 .... . . . S;cale: 31/33'2" x 4 �La AC CONCENSATEE RISER, REITT TO NND COORDIK'NTE Wli MEc"4k'f'!cP�L PLANS W`ATER rlE-AER DRAMN P'AN RzRSER, REF R T�_) R�SER DVGRAN! 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Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 2 SHEET REVISIONS: a fey...--------- ------- /-7 Rr NOTFS 01 AC NDEENSATE RISER, REFER TO AND COORDH HA INATE WITMECHANICAL P LA WCO3. 1-YATER HEA' 71ER DRAIN PAN RISE-R, RE-IFER TO RISER DIAG-RAM AND DETAIL. KE-Y P11-AN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 'lax 407.830.4143 AA0002731 www.forumarchitecture.com Adam joseph Barney SET DISTRIBUTIONS: A SHEET REVISIONS: i EDITED BY: KCM/AJB i PROJECT NO. 14-2984 Fffl�,� First Floor Plan Plumbing e MON RrOWN Scale: 3/32" = a'-O;' '150 HAPW OD -1VVE.,"SUTE 00 Al MONTE OPID. 327 TEL: 321 ' 972.44 ' - WWWJLCCACCOM "ANO. 281130 5 Clubhouse - Floor Plan Plumbing L. 180 HARWOOD AVE., SUITE 3000 CA NO28730 ephyrhllls, FL J LC 15.0038.00 Adam Joseph SET DISTRIBUTIONS: REVISIONS:SHEET OTFS Ar CO mob .$'•+-'E RIESER, RE ER, TO AND iMa' .PM o- MECHANICAL iiCa PLANS _ ar T -ER H E -I' R MAHN PAN aSER REEFER ,10 Z.I%.5ER D'i%�i�', AND DERAIL c i SHEET REVISIONS: Rol mal. - Second Floor Plan Plumbin cl", q3 `srn .4 'ate.. �.6F fe: as''? .F .,� 41... .� Engincceps Soy CS lac"5NA 32 V41 RL 321.972.4466 P 14.21 r3R'-CF'-PENf'Z NOTES ox %!" - �- ', REFER AND COON'An. W17H MECICAL HAN AC -01r-IDENSATEE R13ECERRDI WATER HEA11 LR DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. 12" ABOVE GRADE WITH SCREENED TERMINbkTEE O CNDENSATRISE E R PIPING I GOOSENECK ATTINGOCATE 12' A OM E>TERIOR wLD�NG FALL. -R q � t � i Z. t ' ---' P�AN R;SER P-nNf-3 12' 0 t-- GRADE 7T RIM A WN E A MEE R D PA 1, W 1 T H SIC RE EE NIE D GOOS INECK Fff'i'1103- LOCATE, lj�' ROiMi' EXTER.�OR BULDING �; g LL utl 4C. It I'L 1"v" 0 1 t S it PRI 'DE IVA,! 1, CUEEANI OUTS AT THE- BAZZE OF ALL SAS TIARRY SMALKS 30" AFF. VAUVt, arc -SSE OF EVERY WANTER RISER. PROVIDE SHIUT 11- ARE- H- BAT- 1 SE-19VIICE LOCA, IONS M. MIRROR FOR SFIE ORIE-11'TAT10% SEIE CIVIL DRNWINGS. IMURIE- UNIT CALCULAT10"N r B BASED ON 2010 PLORIDA BUILDING CODE - PLUMBING TrPE OF SERViCE WATER I SANITARY FIXTURE UNIT COUNT TOTAL 197 276 Tgrk G. LONS PER MINVIFEE 65 N/A SIZE OF SEIFNAC'E CONNDCTION 4 2" 6$g K E— Y P L.A N A 1180 HAM OD AV/,4-.-...U1TE 00 n j:d) 7 C ALI"AMONTE I I ORID 327 TEL: 3211172 V"Ww CA NO. 28730 745 orienta avenue, suite 1121 altarnonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.form rnarchitecture. corn Zephyrhills, FL LLC15.0038.00 SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Second Floor Pla Plumbing i y R i1 - - irl Building I - Third Floor Plan ® Plumbin N E AC € E RISER, R R € O AND R D � � WI ECH, CAL RLA- t'Is P 3 WATER HEATER LE)R IN Rye RISER, REFER O RM .-R DIAGRAM AND DEMIL, P 2" f P � " Uonsuhinq Enqinceps 1180 HADWOOD AVE., SUITE 3000 ALTAMO TSPRINGS FLORIDA 32714 TEL: 32..972,4456 CA NO. 28730 M Adam Joseph Barney i SET DISTRIBUTIONS: i SHEET REVISIONS: N 1.'T F- tz K ak--: 4 rm 7 ICAL <0 CONDPENS E MSEER, RETER IRD A',-P!JD ('100R'0%A7!E WITH �elF 14 r r M SMC! yt FKNER H-E-AkTIEF-- DRAIN RkN RISER, REFTO MISER RAMAND DEET WL. KF=Y PLAN I ARCHITECTURE & INTERIOR DESIGN, I r- INC. PLMMO I AMMMCTUFM I KMMMDES*V 745 orienta avenue, suite 1121 altarnonte springs, f] 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Z� SHEET REVISIONS: Third Floor Plan Plumbing 11 ' nI -"'Ian - Plumbin rtF oor Building i o t. I F lice & CC) 'JOSP-Ph, L �i mv r- Q t . A P W v 0, �E., oy�l T E - 0 0 AJJAOMON'T� ID .327, "FEL: 321.9714466 '4w'jL-Ewrj.00m 4 CA iq�. 21,1730 '-j K r—" j-- ftiJ C; LE N 0 T FNE S ox d* I a- : F liq C j AC CONDENSATE RISFEER, RETER To) Am.) COORDINKrE WITH MECHANICAL PLAN' S. Q22 WKFER HEATER DRAIN BAN IRSEEP, R-EFER TO RISER DiAGRm, AND DrETAIL. Iseph, Lawpence & Co Consulfinq Enqineeps 1180 HAPWOOD AVG., SUITE 3000 A i T A M 01147 E S P �- [ING4 S, R, 0- R I D A 32714 TEL 321,972.4466 www'RCENG ' com CA NO, 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FIL JLCI5.0038.00 Adam Joseph Barney P.E. 69124 .......... SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Building I Uj 0 E Fourth Floor Plan Plumbing D 0 P 14.4 1 0 UL 0 Buildinq 11 - Fourth Floor Plan - Plumbin Scale: 3/32" = 1 .-O" t�ENU- NOTES �D C AC CUNDENS.AUE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS. WATER R HEVF MRAIN PAN RISER, REFER TO RISER DIAGRAM AND DEML. i KEY "ILAN kJoseph, L�-i—pe cc & cc Consul'nq qined* 1180 HAPW °C)D AVE., SUITE' 00 ALTAMONITE 0 m HTE 0 D 327 TEL: I2Ll C9�!41.41COUM, ww . CA NO. 28730 SHEET REVISIONS: EDITED BYKC;M/AJB I PROJECT NO. 14-2984 0 z Buiiding ateY € ,,..AN Roof Plan ® Plumbi neeA TO: 321,972.4466 Ca N . 28?30 M p"p, -n, 01011DIN COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Ji_C15.003&00 244 a � s l Adam Joseph Barney P.P. : 69124 REVISIONS:SHEET Q 'unit Floor - u�� R EY RNC E WATER �� VALVE REMOTE READ SNUB —MEd 0N1'1R_',T0 T INSTAL, SUBMFEFIER FURNISHEDBY OWNERR. SEE BUILDING P F RISER 1A<Gs 'TRI .ATE; HEATER �W � SEE SCHEDULE & DETIA!L, E j{$ - 3 IS ISM' -.�. '^�_;.. s -"P �: P IN DR a'`i „« z`g`;e _'.' :?:aa.,eo va7t' .�3.f`aa�3Y, .—.�.: _ CONDENSS „E. S---. _ SEE' „t ER DVF Grp X .-)R PIRE SIZES - - a iA, D�` ��,r, �d� ¢- �.,s..° f€''i- k.F3_...`r<.$.E �`?�''4o-F@: I i I Unit Al Floor Plan - s Scale : 1/4" = -0?1 1 i 1 keep , Llwpence & cc Consulfing Enqineeps 11 MAP `P?OOD AVE., SUITE 3000 ALTAMON'':TE SPRINICS, POPIDA 32714 M: 321 7 2 A466 Qa Zephyrhills, FL REVISIONS:Z�s SHEET Unit B3 Floor PI-a-n, -_ Plumbini - 77 1110 1411122 1,111511111111 Scale: 1/4" = V-0" Scale: 1/4" = V-0" %�' I— R _E-F9ERENf'".'_- NOTES: ox "D COLD. WATER RISER MH UNIT SUT—OFF VAISE & REMOTE READ SUB —NEVER. CONTRACTOR TO INS-1ALL SUBMETER FURNISHED BY OWNER, SEE BUILDING PLAN FOR RISER TAG. 02 / ELECTRIC W bw HF,47EER SEE SCHEDULE & DEE7AIL ,73) TPV &S PAN DRA3N MSER, SEE RISER DIAGRAM, C4) CONDENSIATIE ST M SEE MEER DLAAGRAM r R Pi!----- SIZE-S� HOT AND COILD WATER P"MMG; BELOW FLOOR. Scale: 1/4" = V-0" Joseph, Lawpence & Cc Consultinq Engineeps I fl-60 HAPMOOD AVE., SUITE 3000 ALTA.k,4OjNT,1 SPRINGS, FLORIDA 32714 TEL: 1.9, 72.4466 WWWJLCE�G.COM -A. INIO. 28730 0 z 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarch.itecture.com Zephyrhills, FL JLC15.0038.00 4 g "0. - 4,09.. Adam Joseph Barney P.E. #: 69124 Q SHEET REVISIONS: EDITED BY: KCM/AJB I PROJECT NO. 14-2984 Q Unit B6-UFAS Floor Plan - Plumbinq Unit B5-UFAS Floor Plan - Plumbina Scale: 1/4" = 1'-0" rX "r xz CA WILD WMIR RISER WIMH UNrF SUFIF'_)FF "MIYE & REMORE READ SUB —MEETER. r, R. SEE UILDING CoNRFOOML128MNE TI ACTRMAL-,1UFY OWI M—M.fireLET RIC VNAX R HEATER �ENYHL_-311 ss-EE SCHEDUI F ELECT & DETAJL TIRV & PAN! DR!"N RISER. SEE. RISER DIAMAM, CONDENSME STACK. SEE RISER DKGRAM FOR PIPE SIZES. HOT AND COLD WATER PIPING BELOW FLOOR, Unit B4-UFAS Floor Plan - RumbiLingy____ Scale: 1/4" —Ors &A iosepnk Lawirence & Co k..'omnsulfinq Inqbeeps 180 HAP K 3000 WOOD A VE., SUIT AO SPRINGS, F! OWDA 32714 TIL: 321.972.4466 WwW.JLCFNC3.COM CA NO, 28730 SHEET REVISIONSM EDITED BY: KCM/AJB 1 PROJECT NO. 14-2984 m -FE`KENC'-_- NOTES- (D M tZ. L_ 9 ....... ... 4. C2-Ur-AS Floor Plan - Plumbin Scale: 1/4" = V-0" COO V0, R RISER WITH UNIT SUS-0.7 VALVE & REMOTE READ SUB —METER. CON7RACTOR TO INSTALL SUB IMETER AUR.N11SHED BY OWNER. SEE BUILDING PLA1111 FOR RISER TAG. 0-tr RIC V ER HEATER !XK=l SEL SCHEDUL&FE & DIETAiL. � TPV & P D.-FR-AIN R�SER. SELE RISER DAGF�AK D , -rl-,> CONDEENWEE STAID SEE RISER DI, RA11111 F;'-)R PIPE SIZES HOT ANDCOLD V ER PIPING BEL F L 90 0 R. 0 C 06 b r 0 0 ARCHITECTURE & INTERIOR DESIGN, INC. 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 gy Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Enlarged Unit Plans Plumbing Unit. C1 Floor PlanPlumbin Scale: 1/4" = 1 °-0" ioscrk. Ow once & cc Cc,�risulflnq fnqineeps 1 n8l) HAPWOOD AVE., 50111 3000 32714 ALTAMUNTL 5PPiNGS, REM'[) M I : 3219-12.4466 w1_A`w.jLCr0.'17.00M r A N, 0, 287310 0 ,:6 III 3 JIB I I I I I I I I IP I I I I I I I I I ! I OOR 2" 2" 2" 2� .11009 OOR > ZOO ret OOR A I I I I I I I r '3 I I I I i I I I I I I -OOP " JI`2� I I I I 1 I t I I I ! I L� I I I 1 2"I 12" 1 I I 99 9 I i I I 2" `'' 2" 009 9 r � 3 I § § I I I § 2 OOR 2" ° 0 a gR 1 I t 3r I I i I I r., I � I , I , � I I , I , I I � I I I I I 0 I ri I 2" Y 0 I I �r 1 § § I d Lam\ l I I 1 I I I �r I F I I § I I 2" 0 R 1�-00 e-i rsf)irSB S2 rS-3") rS-4� �T$ �Ts NTS NT3 �Ts NTS Lwa N osepk Lowpeence & Cc Consulfinq Imineers 1180 HAIPWC.OD AVE., SUITE 3000 ALTAMON''TE SP1PNGS; FLORIDA 32714 kL: 321.972.4466 bVW.)LCFN1G,C0H CA NO28730 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407. 330.4143 AA0002731 www.forumarchitecture.com D,yv;i,%N, v;FICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL J LC 15.0038.00 SHEET REVISIONS: PROVIDE OIL MONITORING SYSTEM. LOCATE ON EXTERIOR, 7'-6" AFG. WATER SLEEVE Sp-1 POMP �, ;�® CHECK VALVE ANION 2'-0" x 2'-0" x 2'-0' $- . SUMP PIT AMP PIQM SPF*9A=�A'ION: 1. SUMP PUMP SP--1g SHALL DE LIBEd_REY MOD ELV250, WITH f DISCHARGE AND PATED AT 115V; 1—PH, 1 /3 HP. FURNISH WITH. OIL SENSING SYSTEM. 2. PROVIDE PLACARD DEL W OIL ALARM WITH 2" LETTERS, READING: "ELEVATOR SUMP PUMP ELEVATOR` IA N I NTH VENT CAP IN WALL PERFORATED (D in 3/4 '4 3/4" O 3/4" 3/4" D 3/4" CONDENSATE DETAIL NOTES- CONNECTION TO HVAC A/C UNIT BY MECHANICAL CONTRACTOR (TYPICAL) CONDENSATE LINE, DISCHARGE TO BUILDING EXTERIOR, I TERMINATE ABOVE GRADE A MIN OF V-0" AWAY FROM iUIL€. DING q I. SCREENED GOOSENECK FITTING, BY MECHANICAL CONTRACTOR. REFER TO PILIUMI G PLANS FOR DETAIL. CONDEIN'SATE R"ISE rR uF'*" A lu"'R9 A M E L'I E WATER In' asATF1 D TAIL 11 I' hW UNIT COIe'CTaII 9 ''P� UNIT SIT s?6 3 € E O PLUMBING G e TUIRES WITHI �P z9 3 WATER HEATER, FREFER T W E R HEAT SOHELDULE N DETAIL. s . c? � D?a, 3`;,N't P9'ea .. PIPPING', t:NGr Ds��-H AR sa a I s1 ? _ .6-D$.. E A a EER. OR; . $ .S.a . e z s.n ADO%rt GPAD= A ��_ VF 1' C' AA !' FROM BUILDING he;yam S R07 ED Go SENEC A7AING, E1 I 'L, f A 1 r'_ R_ nl A G R NM DOINV_gym , IN T a SHEET REVISIONS: PROJECTEDITED BYKCM/AJB . .:; ; #omestic cioc4e.- Diagrams P ' bin!. J.., 1 1. i. J. _ _y ' i_. UNION (TYPICAL) -HEAT TRAP 24 GAUGE GALVANIZED SHEETMETAL DRAINPAN 7 NTS PROVIDE EASILY ACCESSIBLE UNIT SHUT-OFF VALVE. -7 THERMAL RELIEF VALVE WATTS MOD. # 530C WATER METER LOCATED IN MECH. CLOSET, (OWNER PROVIDED REMOTE READ-OUT METER). UNIT SHUT OFF VALVE M HOT & COLD WATER PIPING IN CEILING SPACE OR AS SHOWN ON DRAWINGS ol TEMPERATURE AND PRESSURE RELIEF VALVE AS REQUIRED BY LOCAL CODE WATER HEATER (EWH) SEE SCHEDULE iTITIT \ ■ 1 ;• COLD WATER SUPPLY FROM DOMESTIC WATER RISER. PIPE FULL SIZE OF T&P RELIEF VALVE AND THERMAL RELIEF VALVE DRAIN VALVE DISCHARGE THERMAL RELIEF VALVE ABOVE DRAIN PAN WITH INDIRECT CONNECTION 2" ROUTE WATER HEATER PAN DRAIN TO PAN DRAIN RISER, ROUTE TO EXTERIOR, SEE DETAIL AND RISER DIAGRAM. PLUMBING CONTRACTOR TO PROVIDE AND COORDINATE WIRING WITH ELECTRICAL CONTRACTOR. WATER METER "KENT" MODEL C-700 OR EQUAL, WITH REMOTE READER.(OWNER PROVIDED, (PLUMBING CONTRACTOR INSTALLED). TEST THREI CLEAR • e ) WALL SURFACE COVER AND FRAME E FIRE RATED ACCESS IN FIRE RATED WALL) 0 f € € �I _ SOIL RIPE - SEF PLAN FLANS FOR SIZE THREAD PVC CLEANOUT COVER `/RECESSED SLOT FINISHED FLOOR COMBINATION WYE & 1/8 BEND ELEVATION PLAN EXTENSION PIECE (SIZE AS NEEDED) D" SQ. x 6" DEEP ICRE-IE PAD PIPE - SEE PLANS FOR SIZE METER DETAILTHREAD FNSHEL CCCR:� � BRASS CLEANOUT NTS NTS FINISHED GRAD E-6- COMBINATION EXTENSION PIECE (SIZE AS NEEDED) 1'-O" SQ. x 6" DEEP WYE & 1 8 B CONCRETE PAD . .... .... .. .. .... ......... . . SOIL PIPE - SEE ELEVATION PLANS FOR SIZE PLAN EXTERIOR CLEAN BUT DETAIL NTS NTS ^ FINISHED ('"^^'Tr FINISHED 1 COMBINE WYE & 5 TWO W Mrs THREAD PVC CLEANOUT COVER W/RECESSED SLOT EXTENSION PIECE (SIZE AS NEEDED) AY CLEAN OUT DETAIL NTS TERMINATE IN LANDSCAPE AREA NTS FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY. L MBING Iv UR HE i I C0� l HOT MANUFACTURER I �•;,E.���..�,�. MARK FIXTURE 'HASTE ' T RAP I VENT I I q, `�` l 6 � n. DESCR FT!O � WATER � tl�A$ � 9 v /MODEL 70 'AMERICAN 9.} �o , iQ C^ - ._--f^ 9Yc�T. ?t'_� _ __ .�a,........m.,.. 'Af WC-1 WATER CLOSET-ADA 3" INTEG 2" I 1/2" A€�ERICAN STANIDARD 1 RIM 17 AF . FLOOR MOUN ED TANK TYPE., REEOUS CHINA, 1.6 GPF, ELONGKfED BOWL, 12586.000BOLT CAPS, COORDINATE FINISH WITH ARCHITECT. SOLID PLASTIC ELONGATED S i- (WHITE) I W/S,S, CHECK HINGES, WATERSENSE CERTIFIED UR-1 URINAL - ADA TYPE 2" 2" 1-1/2" 3/4" - AMERICAN STANDARD j UP +17" VITREOUS CHINA, WHITE, WALL HUNG WASHOUT FLUSH URINAL COMPLETE WIT H 6541.132 I3/4"' TOP SPUD AND WALL HANGERS. PROVIDE WITH AMERICA STANDARD FLUSH VALVE, .5 GPF, WATERSENSE CERTIFIED. L-1 LAVATORY 1-1/2" 1-1/4" 1-1/2" 1/2" 1/2" AMERICAN STANDARD JUNDERCOUNTER MOUNT SINK, VITREOUS CHINA, WHITE, OVAL, CHROME OVERFLOW. COMPLET 0630.000 WITH RAP AND TRIM RINGS. PROVIDE WITH AMERICAN STANDARD 4" CENTERSET, ANTI-SCAL IFAUCET. WATERSENSE CERTIFIED. I L-2 LAVATORY-ADA 1-1/2" 1-1 /4" 1-1/2" 1/2" 1/2- AMERICAN STANDARD 10321.026 VITREOUS CHINA, WRITE, WALL HUNG, FONT OVERFLOW, COMPLETE WITH STOPS AND I T RAP. PROVIDE WITH AMERICAN STANDARD 4" CENTERSET AID 1-SCALD FAUCET, .5 GPM. I `'A) ERSENSE CERTIFIED. -� I S-1 DOUBLE COMPARTMENT 2" 2" 1-1/2" 1/2 AMERICAN STANDARD ( 33"n22%70G_ 18 GAUGE STAINLESS STEEL, SEI T RIMMING SINK. S NGLE HOLE, DOUBLE SINK I I ! r i 17502,103.075 P BOWL. CUL.INAIRE 1.5 GPM SINGLE CONTROL, ANTI -SCALD FAUCET, .5 GPM. WATERSENSE 4137100 �p Cf_RTIIF D. S-2 DOUBLE COMPARTMENT 2" 2" 1-1/2" 7�" 1 / 2 l " 1, I AMERICAN STANDARD! , 3"x22"w5", 18 GAUGE' STAINLIn�S' STIm e SE = G €K SINGLE � ' �6 I , IMI IIN SINK. LNG E HOLE, DOUBLE SINK-ADA ' ' 15D&332211.073 I BOWL. DRAIN AT REAR OF BOW". CUUNAIRE 1.5 GPM SINGLE CONTROL, ANTI -SCALD 4137.100 FAUCET. WATERSENSE CERTIFIED BT-1 BATHTUB 1-1/2" 1--1/2" 1-1/2" 1/2" 1 1/2" STERLING 5'-0'x2'-6" SILID VIKRELL WITH SLIP RESISTANT FLOOR. ALLURA SINGLE HANDLE TUB. � 11101110 PROADE SHO9WER SYSTEM 2,0 GPM SHOWER HEAD, R zYLE LEVER HANDLES. �! EMP ROm IESF M$XINLVtiLGRE6-SStaITEDN, 2.0 GPM SrOR HEAD, I € S f S �_47 ;RJR�BALANCING l I iATERSENSE CERTIFIED BT-2 BATHTUB-ADA R n 1- I /2 3! 1 1-1/2" 2 S 7 p ! .1 j 2 Sn 1 10 I w ' ti 94a @ d�R 5 RUNGLOB. p� SIN e E �'NO § `B i , EEC �,, �G I ? TUB I g ! 3 171 ! 711 '10 I PR :e D SHOWER ��� M ITH � ��� � � � �_� R ,� ; S $� E ° E E RPAN[.rs 9 WITH 2. E"'54 ,a' HELD and 4 i _ G 5 Ls., LEVER i r ,max 8 Y=.s . , �:5 -s��ga E ! j a3S 3 I r a �y ig 5 �'F�`'_ig- p 6�i 1.`i` s eL '.=•o.i !e CR;.s``_ r ! ?-�$�k�s ' .�`.r v8 sue+ ` b: 3 €�U Sys" l ] ! c EAII !7 �� T i .s POSITIVE SH € 4 �y INTG��SRELSS ESCUTCOOIDBAR, W E�IE Mib O LLAM bF@ E_ � a, CERTIFIED � IBREAKER,2.0 GPM CHROME SLOR WA 'SNS_ t EWC-1 ELECTRIC WATER COOLER n € -1 d2" 1 1 2 !, '9 1/2' I $ IE,�A� � 9 � -ALL 9 ���� �.� L,IT�L �E., �. �9 O. a,.Or E ��.y Ra.?� � i , UPPER � �+ 3 a 9 _ ' _ 9 � MOUNTED _SAC ' �O Ds_� GP ` HI "LOW € I E7 €I8� mEER ��I11 ,NL I I�I�, : BOA. All ROOM!El r, OF 90®F, STAINLESS STEEL BASIL l €�� E� rue 1 : �,0..: 1 MS-1 MOP SINK 3 " ° " 3 1--1/2 " f ! 1/2 �� I 1/2 FIAT Sl 830-A �A u i 24x2� T- R ZZO IMOP 9f IN. PRC�` IDE! SEI?VICE FALUC� 'Ii:' VACUUM BRE.�KER, HOSE I _� 1832- 889CC 1 AJND HOSE o 'CKE1"w MOP �.�N�zF A NL STAINLESS �lEa = ORA:£> ASSSs I € I 302 FD-1 FLOOR DRAIN SIZE/ SEE DWG. - _ - f - ( ZURN ZN415B ! I ! 3 I DURA_€ OAT ED CAS I IRON BODY WITH H BOTTOM OU T I:,F, CIOMBINATION INVER 1IBLE � IMEMBIRMANE, fiCLAMC' AIND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE 'B` POLISHED I �a.�.®.�®m_, ! INICKEL BRONZE STRAINER, PROVIDE A FLOOR DIRAINS WITH TRAP PRIME,I� VALSES. -. _ _ ..�.....�_�.a RD-1 ROOF DRAIN SIZE/ .s.....e �.....e....a.�.._....a�{.�e..�...-9 ZURN E€3�M.e,.� IDiRp COATED CBSI IRON ROOF DRAIN BODY'COMBINATION„ i OVERFLOW DRA_-IN 13•0: SEE DWG. Z-163-ZC-C-VP IOUTLET, COMBINATION IWFR718LE MOMBR.ANE CLAAP, ADse.USTABLE COLLAR, GRAVEL GAURD, UNDERDECK CLAMP WITH SEEPAGE SLOTS. ADJUSTABLE 2"-4" INTERNAL WATER DAM FOR ! OVERFLOW DRAIN BODY ONLY. DSN-1 DOWN SPOUT NOZZLE SIZE/ - - - - ZURN DOWNSPOUT NOZZLE, ALL NICKEL BRONZE BODY, DECORATIVE FACE OF WALL FLANGE AND (SECONDARY) SEE DWG. Z-199-PVC-ZANB OUTLET NOZZLE. AD-1 AREA DRAIN SIZE/ - - - - ZURN DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE SEE DWG. ZN415S l MEMBRANE CLAMP AND ADJUSTABLE COL LLAkR WITH SEEPAGE SLOTS AND TYPE 'B`° POLISHED NICKEL BRON.ZE REEL PROOF STRAINER. WCO-1 WALL CLEAN -OUT SIZE/ - - ; - - ZURN CAST IRON ClN E -OUT TEE, DUI COATED BODY, GAS AND WATERTIGHT ABS TAPERED SEE DWG. j I Z1446 THREAD PLUG AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH j SECURING SCREW, f I-CO-1 FLOOR CLEAN -OUT SIZE/ 0`�AI I PVC LEAN-C WITH � & CLEAIN-O� SEE DWG. I 7000-31 (MOUNTED I.�� ; 2x 2" CO CIRFI - PAgUNATER SUNK PUG. I TRAP PRIMER VALVE 1/2TPV-1 1PRECISION PLUMBING PROVIDE FULL ACCESSIBLE SHaU7 O� f VA&E TO E.401, PRIMER V'Auk. PRODUCTS R-500 WHA-1 WATER HAMMER - _ SIOUX CHIEF E aIZE PER I l lal>Fs CT�JI t P'S RECTO IMENDA iONS. PDI CERTIFED. WHA{-1: SIZE "A" W, -�2: ARRESTOR 1 I ! 650 SERIES ; SIZE "Bo REFER TO RISER DIAGRAMS FOR ARRESTOR LOCATIONS. RE bER G SPECIFICARON l e ! I I €FOR S-ELECTION MOOD. HB-1 HOSE BIBB 9 c _ I i I P st �� f e I " - >' I O RD 6 Y 1 �§ae , � � T A ice.- ? L-.c`3° 5 'S Av-a•J-^! �. s � _ € S® N L •a• 6 i 3 d^ .9 e 3.. �.G 1 3 A o'. �Av,�UN; i9Ei e °Y LBR �. =- ta;���!^ �,� AS j, 4� $ i�-�y E AND LOOSE I B 5 I KE � ..., i p a.- - ..�...e .�. �a.�...s�...... �4 AAV-L AIR ADMITTANCE VALVE JEE 1-1/2 I - I �. E .a. � `Pi €`{� `5 �••�A m �.� ��� Z �IUDOR F *e §:_,0 1 L a_6b9 �! i � �4"�'.t. "ate - L �£� 9 ES1." FOR �9s?�� ;�yUffl N AwCES �s : A IO„ a :. M a-E IA �®. ! l l I 4 l ag S �' B-1 WASHER BOX I� 2" - M 2'� _ �-.................-; 5; � ! 1/2 10A�� I VALVE6"A Fl:r IMPACT PLA 4TIC BOy, / C€��~�ICFk ()r- 9 I � t38-933 WIDE, PROVIDE ! F 2 H3`. I39_.€A4 x 1 s 4 �`D Li LET COMPRESSION �"E`sGLE VALVE. 1 i I i I SUPPLY CONNECTION SI E SHALL BE 1/0 OD. I NOTES:-i 1. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH WAI IS "FLOODSAFE" ALTO -SHUT OFF CONNECTOR TYPE SUPPLY RISERS WRIA BI AIDED STAINLESS STEEL CONNECTORS. PHIS SHALL INCLUDE ALL FAUCETS, e TOILETS AND WATER FOUNTAINS. 2. PROVIDE FULLY ACCESSIBLE WATER HAMMER ARRESTORS ON ALL MAIN VERTICAL DROPS TO PLUMBING FIXTURE GROUPS. I ELECTRIC WATER HEATER CH UNIT # SERVING TYPE GALLONS INPUT EFF. GPH REC.. VOLT PHASE / WEIGHT E Ol?�E�JSIONS MANUFACTURER - KW RATING 0 70'F RISE CURRENT DRAW' (LBS.) MODEL PER PHASE PER EWH-1 1 BEDROOM UNITS ELECTRIC 40 4.5 .95 21 208V - 10 483 32' H x 24" v- AO SMIT1H ENLB-40 EWH-2 2 BEDROOM UNITS ELECTRIC 40 4.5 .95 21 208V _ 10 508 61" H-x 20"0 i AO SMITH I ' PXHT-40 � EWH-3 3 BEDROOM UNITS ELECTRIC 50 4.5 .95 21 208V 10 608 5t7 H x 23" AO SWUM PXHT-52 NOTES:- 1. PROVIDE WITH EXPANSION VALVE, T & P VALVE AND WATER HEATER DRAIN PAN. 2. COORDINATE WATER HEATER LOCATION AND PIPING WITH MECHANICAL AND ELECTRICAL PLANS: �"iC cU - Fir CONN. SIZE I �� C ®rR DATA, I SFL ErIO RASA 7D OIL, ; UNIT # DESCRIPTION g SERVING GPM I Iy3y HEAT - .�Y�� EPPF. ® -i ._�-1�-�� L �g�dS �° l �9 �� -55p � �p�.� RE=F�.?KS = ' 3}} � I INLET = I O19. £E..yx'„ ' L ! '"� i tr`v(5 ! �`S :. @ WNUI f� l RER g MOD �L E � g'y 9. p3 _ DWBP-1 WATER BOOSTER BUILDING 30 51 I 4r 4P (27.5 7DPUMP 3 PH UAa - N # 5500 IO NSF 6' CERTIFICATION` N.0 I ry p _ �S-EDOMESTIC ELEVATOR SUMP PUMP I SUBMERSIBLE PUMP 5 90 7C£ ' !�2"9 1a' 3�� , 1750 s ! , a6 I f f - ! TId SE SING SYSSP-! 3 Joseph, Lawrence & Co onsul in Engineers 1180 HARWOO➢ AVE., SUITE 3000 ALTAMOI TE SPRINGS, FLORIDA 32714 TEL: 32 1972.4466 WWW.JLCING.COM CA NO. 28730 RA ■ i .. v INTERIOR 3 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FL J LC 15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: IL SHEET REVISIONS: ABV ABOVE SA SUPPLY A€ ADJ ADJUSTABLE SF SUPPLY FAN AF AIRFOIL SDT SMOKE DETECTOR AFF ABOVE FINISHED FLOOR SD SUPPLY DIFFUSER AC AIR CONDITIONER SDMP SMOKE DAMPER ACU AIR CONDITIONING UNIT SQ®FT, SQUARE FOOT m AHU AIR HANDLING UNIT SR SUPPLY REGISTER AP ACCESS PANEL STR STARTER BAS BUILDING AUTOMATION SYSTEM SWSI SINGLE WIDTH, SINGLE INLET BI BACKWARD INCLINE SZ SINGLE ZONE BLDG BUILDING TEFL TOTALLY ENCLOSED FAN COOLED BHP BRAKE HORSEPOWER TEMP TEMPERATURE BTUH BRITISH THERMAL UNIT PER HOUR TG TRANSFER GRILLE CD CONDENSATE DRAIN T/O TRANSFER OPENING ABOVE CEILING CFM CUBIC FEET PER MINUTE T'STAT THERMOSTAT CLG CEILING TYP TYPICAL CW CHILLED WATER VFDC VARIABLE FREQUENCY DRIVE CWR CHILLED WATER RETURN CONTROLLER CWS CHILLED WATER SUPPLY VAV VARIABLE AIR VOLUME CONC CONCRETE VS VARIABLE SPEED COND CONDENSATE W WATTS CONT CONTINUOUS W/ WITH CO CARBON MONOXIDE W/O WITHOUT COP COEFFICIENT OF PERFORMANCE WB WETBULB CU CONDENSING UNIT ZD ZONE DAMPER DB DRYBULB DWDI DOUBLE WIDTH, DOUBLE INLET DWGS DRAWINGS DX DIRECT EXPANSION EF EXHAUST FAN EXH EXHAUST EA EACH EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO ELECT ELECTRICAL ENT ENTERING EQ EQUAL ER EXHAUST REGISTER EWT ENTERING WATER TEMPERATURE FC FORWARD CURVED FCU FAN COIL UNIT FD FIRE DAMPER FL FLOOR FLEX FLEXIBLE CONNECTOR OR DUCT FPM FEET PER MINUTE F/S COMBINATION FIRE AND SMOKE DAMPER FT. H2O FEET WATER GAUGE F DEGREES FAHRENHEIT ' GA GAUGE GAL GALLON GALV GALVANIZED GPM GALLONS PER MINUTE HP HORSEPOWER HTWR HIGH TEMPERATURE HOT WATER RETURN HTWS HIGH TEMPERATURE HOT WATER SUPPLY HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY HVAC HEATING VENTILATING AND AIR CONDITIONING HV HEATING AND VENTILATING IN.WG INCHES WATER GAGE KW KILOWATTS LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH 1000.X BTUH MIN MINIMUM MVD MANUAL VOLUME DAMPER MZ MULTI —ZONE N.T.S. NOT TO SCALE OA OUTSIDE AIR OBMVD OPPOSED BLADE MANUAL VOLUME DAMPER OPD OPEN DRIP PROOF PROP PROPELLER PCR PRE —CONDITIONED AIR SYSTEM RETURN WATER PCs PERCENT PD PRESSURE DROP PERF. PL. PERFORATED PLATE PLBG PLUMBING PSIA POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAUGE RA RETURN AIR RD RADIATION DAMPER REG REGISTER REQ'D REQUIRED RG RETURN AIR GRILLE RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE RR RETURN AIR REGISTER RTU ROOFTOP UNIT NOTE: GENERAL NOTES ON THIS MECHANICAL SHEET ARE FOR GENERAL REFERENCE PURPOSES ONLY. ALL OF THESE NOTES MAY NOT BE USED FOR "THIS PROjE;-T.. I GENERAL LEN I I SUPPLY F g S((-WAY) aMATERIALS w• "., ,a: P� . B 'E ,._.3„_,. C .��IE NIU " SC`CPLIN SHE. 'S gp§ r INSTALL EQ ! PMENT AIND MATERIALS IN COMPUANICE WITH IMANUFACTUPER S MINIMUM CLEARANCE � , s � R OUTDOOR -. GRILLE p � � � � €� - EQUIPMENT 9 - - - -. 3� •F € S�`'se;,'.ti _a.3e .-<re, :iit:L REQUIREMENTS AND RECOMMENDATIONS. � � s COMPLY 'WIRH THE ! EDITIONS OF NFPA AND THE LATEST ADO€ TED EDITION FLORIDA BUILDING �� RLE DiREC..ON fi 2. CODE (MECHANICAL, PLUMBING AND GAS -- Jp EXHAUST G ILL ALL MATERIALS SHALL L FIT THE SPACE AVAILABLE, �E RIFY DIMENSIONS AND CLEARANCES ON BUILDING i' � A L= EX a 3 `_-�- b �. B PLANS PRIOR TO COMMENCING WORK. I SUPPLY DUCT UP SECTION (RECTANGULAR) CI,�p OF D?SCOI�N�EC�. 4. CONTRACTOR IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS IN ACCORDANCE WITH AABC GUIDELINES, A TEST AND BALANCE REPORT SHALL BE SUBM"ED TO THE ARCHITECT FOR T �,� � �� p €e����,�� ,N a F R SUPPLY NPH%NG. APPROVAL, RETI URN DUCT UP SECTION (RECTANGULAR) CONDENSER . - F S 5, PROVIDE 45 DEGREE BRANCH TAKE —OFF PER SMACNA FIG. 2-8 ON ALL RECTANGULAR DUCT TAKE —OFFS. CWR CONDENSER WATER RETURN PIPING. EXHAUST DUCT UP SECTION (RECTANGULAR) 6. PROVIDE AND INSTALL DUCT MOUNTED HINGED ACCESS DOORS FOR ALL SMOKE AND/OR FIRE DAMPERS, BCB °« BUILDING CONDENSER WATER SUPPLY PIPING. NOT OTHERWISE ACCESSIBLE. 7, CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH THE I;X` SUPPLY DUCT DOWN SECTION (RECTANGULAR) ELECTRICAL CONTRACTOR PRIOR TO ORDERING AND SHALL COORDINATE WITH ALL OTHER TRADES PRIOR BCWR BUILDING CONDENSER WATER RETURN PIPING' TO OR INSTALLING EQUIPMENT AND MATERIALS. B �o RETURN DUCT DOWN SECTION (RECTANGULAR) III® CW� S E D g ;AME•�R SUPPLY P'-PII" - 8, COORDINATE ALL HVAC SYSTEM DRAWINGS WITH EXISTING/NEW TRUSS TO AVOID INTERFERENCE BETWEEN MECHANICAL SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS INTERFERENCE THAT OCCURS IN THE FIELD DURING CONSTRUCTION. ® HWR—__.._.___ C , , RETURN € d� COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED TO FIT TRUSS SYSTEM SO LONG AS THE T 6�b EXHAUST DUCT DOWN SECTION (RECTTANGULAR) C. � �HILL�D WATER R� T URA PIP.I��. EQUIVALENT INSIDE CROSS SECTIONAL AREA IS NOT DECREASED. 9, GAUGES AND CONSTRUCTION FOR DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA'S -- HWS HEATING WATER SUPPLY PIPI1NIG. HVAC DUCT CONSTRUCTION STANDARDS, SUPPLY DUCT. UP SECTION (ROUND). 10. TRANSITION RECTANGULAR DUCTWORK ON BOTTOM AND SIDES. MAINTAIN TOP OF DUCTWORK LEVEL AND _ HER 'SATING 'W_R RETURN PIPING, HIGH AS POSSIBLE, FLEXIBLE DUCT RUN —OUTS TO CEILING DIFFUSERS SHALL BE AS STRAIGHT AS �� SUPPLY DUCT DOWN SECTION (ROUND), POSSIBLE AND FREE OF SAGS & KINKS. FLEX DUCT SHALL BE THE SAME SIZE AS THE DIFFUSER C, ." COtDrNSAT,E DRAIN! PIPING, NECK IT SERVES. � 11. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH SQUARE TO ROUND TRANSITIONS. B ,gib r e-eTP s �� R `�E RIGE�N i PIPIT„ SPIN —IN FITTINGS AT THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. DUCT DIMENSIONS SHOWN —�— LINEAR SILO° DIFFUSER ARE INSIDE CLEAR DIMENSIONS. e. E'+ s c'"��y. SLOT ;`die_ � � �g p��,., ?aiF � �n s SENSOR. . �. ^^cam Ei I TIWGI s., INS-kIR a'LO DIF'SEER 3;L 5�:H UIN E) - . ��A ""� 12. THE COI�TRACTC==R SII�:°:.L FULFILL ALL REQUIREMENTS OF THE.. CONTRACT DOCUMENTS AND SHALL �° COMPLETE THE WORK SHOWN ON THESE DRAWINGS. ALL SYSTEMS SHALL BE FINISHED, TESTED AND ' BALANCED ADJUSTED, AND PRGVEN TO BE FULLY OPERATIONAL AND USEABLE. � � RECTANGULAR DU 'IV ORK WITH TAKE —OFF,. RALANC'NG DAMPER AND !NSULA710 FLEXIBLE Et113. E ROUND DUCT. a2 E S< e':z s €' �s g to �`�'� .. Ba�.-j r< o.-. T °-;2—WAY - B x- � DIFFUSER N ET UNLESS NOTED SE. I I<� z' H, �, i �� � f£ :' T 3: ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN THREE (7) FEET OF A MALL TO PROVIDE OR SIZE A� INLET B I aOT� B� OTHERWISE. �v 1 WAY BL 0W AW B` PROM OR PARALLEL TO WALLS, ' ALL DIFFUSERS USERS SHALL HAVE 4—WAY BLOW UNLESS i FIRST DIMENSION IS THAT OF SIDE SHOWN. � s gg NO s ED- 0 THERW'ISE sR - p t £ IaI 14, PORTIONS OF DUB; vRK VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE CONICAL n-£i Fam WITH DAMPER 0N BRANCH ,€ RENC,U%_AR _RA.IC DUCT'CO NNECTION L -RVILE BALANCING N DAMPER AT ALL. PAINTDP_ATBIK. 3 A�O,I�E,€0£4 rO RECTA�GULAR:e T rPR-(VID E sDAdMPER IN LOWPRLES3SURE DUCTWORK ON'0'e°o - `N`��.`. y' >_,.� '^�'i-,�,�g.'a B AN4201,''•.✓'aOl���'S ,. r,�T10'01`.:ry� 15, ALL, _DAMPERS IN AND ABOVE CEILING SHALL BE ACCESSIBLE. CONTRACTOR SMALL COORDINATE ALL ' "O I ACCESS PANELS IN CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR DRAWINGS FOR PROPER LOCA€�.ON. EXIS 'TING TD°w==� �€�I� € �� REMAIN (LI+III € B=I�IL.T'B P�.) e � 3 EF (PLAN, UP, DOS<,�< 16> MOUNT THERMOSTATS WHERE INDICATED ON PLANS 48" A.F.F. UNLESS NOTED OTHERWISE. IN HANDICAPPED ACCESSIBLE AREAS, MOUNT CONTROLS AT 48" ABOVE FINISHED FLOOR, 1 --�-R I i 7, COORDINATE DUCTWORK AND PIPING WITH PLUMBING, FIRE PROTECTION AND ELECTRICAL. MAKE DUCT OFFSETS UP (RISE) IN DIRECTION sN�DaCATED. ELBOW (PLAN, UP, DOWN)° I OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO I THE CONTRACT. DUCT OFFSETS DOWN (DROP) IN DIRECTION INDICATED. 18. SEAL ALL TRANSVERSE JOINTS AND FITTINGS WITH DUCT SEALER. OPPOSED BLADE VOLUME DAMPER OBD , 19. TRAP AND ROUTE CONDENSATE DRAINS LINES, FULL SIZE OF UNIT CONNECTION, AS INDICATED. SLOPE ( ) --- ` � TNO WAY MOTORIZED CONTROL VALVE, 1/8" PER FOOT, 20. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED, THERE MAY BE ARCHITECTURAL, MANUAL DAMPER fsa THREE WAY MOTORIZES CONTROL VALVE. STRUCTURAL AND ELECTRICAL CHANGES RESULTING FROM THE ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE BORNE BY THE MECHANICAL SUBCONTRACTOR. kON. PRESSURE REDUCING SALVE, 21. ....PIPE. AND DUCT ROUTING SHOWN IS SCHEMATIC, PROVIDE ANY ADDITIONAL OFFSETS. AND FITTINGS, FLEXIBLE DUCT CONNECTION. INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS FLOW CONTROL VALVE. ENCOUNTERED IN THE FIELD. FIRE. DAMPER WITH ACCESS PANEL, BALL "VAIAAE FOR PIPING 2 ` GHES AND SMALLER, ! 22. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER B TRADES, ��Tw ;��- L'� ���AL'�tE FOR PIF€N�� 2 1�'2 INCHES AND COMBINATION FIRE/SMOKEDAMPER WITH ACCESS PANEL. LA RG1ER. 23. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC DIVISION 16 SPECIFICATIONS. .�._..�`a CFIECK MAIA<E, 24. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED � � ACCORD �° � ®_ — EXISTING TNG DUCTWORK c ��OF;K �`0 ;�E REMOVED' DIED LIx�ET�F"PE6 RATING OF 50 OR LESS WHEN BESTED IN ACCORD WITH ASTM E84. ( S Ig,'ER. I SLEEVE c D P E TI — 9 3 DUC-7 MOUNTED SIIO'KE I�� C�`OR PROVIDED KND AIRED BY s 25a �N� FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. ®e ��� ,� ,� �, AND INSTALLED � , , �. DUCT �. � a •,� � INTEGRAL ���T ��:� �- �-==��6� �� .T�� I I. y , : z GALVANIZED u U 3 E DUCT �. � ' & E A a s ICC x°s -ON1. -. 4 TOR AND I NST €. ED 1 N ��i,,, C `f By B' ?,.�€-5�� E °A.AL•.�k� IWI a � IN EG �?5,L TAPS FOR 1CO NECTION USE MINIMUM a ALJA€BZED STEEL GAUGE DJC € AS REQUIRED B O MAINTAIN RATING OF SYSTEM, I , — nti9 g as C a `t ;s r �— ; fe€ T PRESSURE a r R. ak^{ pa g w A - - fi in5��.v��."S5 <:aLr�fi.� 'o06S3•�u Srp�b1> v,y%, �Txi e.�4 S£,9- VS Y.:..Y�S .?�'. S@.b'.E ..aY' FOR Sr. sk"'t� ....—_ n 9 Got- ROL REQUIRa.I:'IEENT :. 4E e AML- r T � tea" I „_ " 3� s �"=.��� R VERSUS 2� - - THE TABC � SHALL BE EMPLOYED DIRECTLY BY THE GENERAL CONTRACTOR WHO SHALL BE SOLELY -� . ��. � ���.YL, PRE SURE DROP. I RESPONSIBLE FOR .ITS PERFORMANCE AND THE TIMELY SCHEDULE OF ITS OPERATION. AIR .DEVRCE TAG i.. 3 w THE % °"'. .. DUCT E. CONCEALED B o: WITHIN BUILDING - " fi,: , „...' . AR `s: - :, ;.`•"`, - ff(M ,kI �Y. WHERE BHr EX� UPI DUC€ eS �,ONCEALED WI HIN HE BUILDING CONSTRUCTION, THE EQUIVALENT � �� Esi�. SLOW C>����ROL g� _� �€�H T��IEGRAL I +� T B �� £yr Dy g€ t s+ s •� E p• T° LABEL SCR TAG 4 i . �PERAS«.REE AN!") s LEI':Ti H O. . HE DUCT SHALL S' IaE�, 1 RED ON A PERMENAN s LABEL OR ,AG, THE ' A, is_ �,�Y � ����5� fRE TEST PORTS. SMALL BE LOCATED WiT11-IIN 6 FEET OF THE EXHAUST DUCT CONNECTION I 3 .E s B : rI ^1FEr �.y�.,A�m A"�aa �.€� �Rfi IVA. — e s s Lg UNI N, SIDEWALL SUPPLY REGISTER VEN-11URI FLOW METER. B aT j fi £ ,��� ��— 9-- PIEStI€EPD,CR TEMPI TASTE PORT I SBDE`NALL RETURN GRILLE OR OL.IISIDE AIR LOUVER U. THERMOMETER. SIDEWALL EXHAUST GRILLE PRESSURE GAUGE WI a B1 GAUGE COCK, TS WALL MOUNTED DDC TEMPERATURE SENSOR MOUNT 5'-0" ABOVE FINISHED FLOOR, —_ o' FLEXIBLE CONNECTION, Q WALL MOUNTED THERMOSTAT` T MOUNT 5'-0" ABOVE FINISHED FLOOR. PRESSURRE. RELIEF VALVE. Q WALL MOUNTED CO SENSOR MOUNT 5'--0" ABOVE FINISHED FLOOR, I OTORIZECD ACTUATOR WALL MOUNTED DDC HUMIDITY SENSOR �H MOUNT 5'-0" ABOVE FINISHED FLOOR. OPENING T WALL ABO'V'L OEIUNI f WALL MOUNTED HUMIDi TAT SENSOR U MOUNT 5'—On ABOVE FINISHED FLOOR. &_ BSc IP ENT d TY 3 PE b01-11P°<1ENT TAG A PHOTO DETAIL OR SECTION IDENTIFICA ION TARGET 1 A MARK A. = DETAIL NUMKE7R. B B — SKEET NUMBER ON WHICH DETAIL IS LOCATES. " � UNDER — 1 BOOR �NDER CUT. �-aPROW INEACATOF FLOW B T .. uy I RD R�� ra�� � PE�� ¢. l _ � I T N AeR D E O'C i £ IR4; ^,�:�.��BIC•.�,° DAMPER :NS,AT.LED B € IN DU(7C Joseph, fees e c G NOTE. - e"" ,e�'a' y - y� ^ra e�*�*yy.»a yZ ;� .aay C "ns�-�lf `Pin q neeps € IFi SYMBOLS SHOWN ON THIS MECHANICAL LEGEND ARE FOR I � T;,80 KA. 00-D AVE., soeTk 3000 I H �'`' `modP2 FLORIDA. 'ally'. ! REFERS CrE PURPOSES ONLY. ALL OF THESE SYMBOLS ML; 219 2.4466 � MAY NOT BE USED FOR THIS PROJECT. "; WW LCiT'_.cot "A NO. 228730 ARCHITECTURE INTERIOR DES! , INC. PLANNING I INTEIRIM DESIGN 9 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407 830.1400 fax: 407.830.4143 AA0002731. www.forum.architecture.com BENETICIAL CCMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Zephyrhills, FL JLC15.0:038.00 2� SHEET REVISIONS: 1 AH AI�1a 2 €® 1 , 5 (TYP OF 4) ■ m MATCHLINE REFER TO SHEET 05.1 _uI a REFERENCE INSTALL CONDENSING UNIT AND HOUSEKEEPING PAD PER DETAIL ON SHEET M15,81, COORDINX E CONDENSING CHIT LOCATIONS WITH OWNER. CONDENSING KNITS ARE SHOWN FOR REFERENCE ONLY. REFER TO MECHANIC. -AL SITE PLANT FOR EXACT L.OQATI $ � 2 z ROU 5 3E EXHAUST DUCT FROM. CEILING MOUNTED NTED EXHAUST FAN THROUGH JOIST SPACE TO BUILDNG SiDF- -SAL§ TERhM ATE DUCT AT EXTERIOR WALL. JACK WITH BIRO SCREEN PER DIAGRAM ON' SHEET 115. 1, PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE I CIVI UAL UNIT PLANS FOR CO 'TINUATION. 9 RO_E DRYER EXHAU7-f DUCT THROUGH J0Is", SPAICE TO UILP9NC SIDEWALL. TERMiaNATE DUCT AT EXTERIOR WALL J_ K PER DIAGMki ON _SHEE-I M15.81. PRIME COAT AND PA! VNALL JACK; TO k11 BUILDING COLOR, SEE INDIVIDUAL LIT PION FOR CONTINUA ION. § ROUI �� LIB SDI AK.& �OSET 'WALL DOWN THRU FLOORS O 6 UNDER SLAB TO GROUND MOINEd 0'4aSIN.G UNIT. SEF PLUMBING PLANS FOR e CONDENSATIE LINE ROUT6NG. ROUTE RErRIGER,41NIT UISPER SR CIS SHEEIF M15.91. a 4 ' '. E. 2 " X LOUVER %%ER € R ". t -i i} a'63 s+ e � SE-1 THERMOSTATI SEtPOINT, AT 80 DEGREES FAHRE -IEIT. (7,6 P OF 3 A 1 ;t 4 -- Joseph, Lawpence Co Consulting Engineers f;e,0 mateWOOD AVE.,SUITE 3000 ALTAMONTE SPRINGS FLORIDA 32714 TEL 3219724466 WW W.jLCENG.CO14 CA NO. 28730 Summerset Apartments SHEET REVISIONS: Rt"YERENCIE e1� (TYP OF 4) W'01 ft07 (TYP OF 4) INSTALL CONDENSING UNIT AND HOUSEKEEPING RAD PER DETAIL ON SHEET M15.81 COORDINATE CONDENSING UNIT LOCATIONS WIIT H OWNER. CONDENSING UNITS ARE SHOWN FOR REFERENCE ONLY. REFER TOO MECHANICAL SITE PLAN FOR EXACT LOCATION. 037 ROUTE DRYER EXHAUST DUCT THROUGH JOIST SPACE TO BUILDING SIDE ALL. TERMINATE DUCT AT EXTERIOR WALL JACK PER DIAGRAM ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLAN FOR CON 71WUAT !ON. \4 \ T w ALL DOWN THR ROUTE REFFRIGERANTI LINES WITI HIN MECHANICAL CLOSE U FLOORSAND UNDER SLAB TO GROUND MOUNTED CONDENSING UNIT. SEE PLUMBING PLANS FOR CONDENSATE LjNE ROUTING. ROUTE REFRIGERANT LINES PER RISER ON SHEET M15.91. ( E5), PROVIDE EXHAUST AIR LOUVER EQUAL T210 RUSKIN ELF6375DX. I KEY IPLAN b z INTERIOR DESIGN, INC. M 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FL JLC 15.0038.00 Adam Joseph Barney P.E. #: 69124 1010MME n-WOURI ZL SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 98� First Floor Plan Mechanical Building 11 - First_Floor Plan - Mechanical Scale: 3/32" = V-0" Joseph. Lawpence & Co Consulfinq Incjineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE 5PRINCS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLCENG.COM CA NO. 28730 M15.12 _rL_LLdJi_ --I- N - I OTE Q c 0( CU CU cu CU 15 U 3 3 3 1 &-C O2CC Q e3C e4C 1 7 7 77,;& N Or k 'V) 8"t y CUTE 4-) RO'10"0 OUTS,30E AIR DU�RCT F OMUP -FHRU ROOF. PROmDE M'071OR17ED DAMPER. TIRERMIINIIATEE WITH ROOF CAD WITH INTEGPZAL BACKDRAFT DAMPER AND BIRDSCREEN. MT Q AI MOUNT HU PER DELE-1AIL ON SHEETI M15.81 AND ROUTE REFRirERAN P - T PIPING TO XTERIOR CON UNIT. 03' PAD MOUNT EXTERIOR CONDENSPH9.3 UNI17 PER DETAIL ON SHEET M18.23. C4) ROUTE AUK CONDIE'NSK-IE -NROUGH SLAB REFRIGERANT LINE CHASE AND TERMINATE IN DITIVIELL PER DETAIL ON SHEET M15.82. �05 _ ROLITE DUCTWIORK T ROUGH TRUSS SPACE (TYP.), 0WOORDINATEL EXACT DUC"TWORK ROTIING WITH TRUSS SHOP DRAWNGS AND FIELD CONDITIONS. PROVIDE NEW FULL:,' DIGITAL 7 DAY PROGMRNIMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48� ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. ROUTE 8-0 REST ROOM EXHAUST AIR DUCT UP THRU ROOF. TERMINATE WITH ROOF CAP WiTH INTEGRAL BACKDRAFT DAMPER AND BIRDSCREEN PER DETAIL SHEET M15.81. 08 ROUTE 6"0 JANITOR EXHAUST AIR DUCT UP THRU ROOF. TERMINATE WITH ROOF CAP WITH INTEGRAL BACKDRAFIF DAMPER AND BIRDSCREEN PER DETAIL SHEET M18.23, ROUTE SUPPLY DUCT IN X1-1C SOFFIT ABOVE WALL DUCT OVER EXTERIOR AREA TO) BE GALVANIZED IVIEl-AL WITH R-8 INSULATION MIN. Us" 2 0. 2 -0 M 745 orienta avenue, suite 1121 altarnonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ", Ono Ban no 2 0 a ji In BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Clubhouse Fdrererajo MIS R11451MIM Clubhouse - rioor t-,lon - Medianicall. sae: 3/16" = 1 .'O" F, JoSep-11, Lci'pence & Cc Uonsulfinq Inqinews MG HARWOOD AVE., SUITE 3000 LIAMOHT� SPRINGS, FLOPIDA 32,14 TEL: 321.972.4466 www.jLCENG.COM CA INC). 28730 I REFERENCE N 00 E EVA ST DUCT FROM, 'WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL. TERI INXTE DUCT AI EXTERIOR WALL JACK I T H BIRO SCREEN PER RISER SHEET 1 15.91 a PR: E COAT AND PAINT AID JACK TO ATCH BUILDING COLOR. SEE INDIVIDUAL OMIT PLANS FOR CONTINUATION'. RC 1T- DRYER EXHAUS§_0UKC1 _ IROCCH TRUSS SPACE TO BUILDING SIO : ALL. TERMINATE DUCT AT EXTERIOR a A, L JACK PER DFIAIL SHEET M15.81 a PRIDE COAT AND PAINT WALL JACK TO MATICH BUILDING COLOR. SEE INDIVIDUAL € NIT PLAN FOR CONTIMATION. ROUTE REFRCENT LINES i11daN MECHANICAL LOS eALaE CAW' OINN TO FIRST FLOOR AND OUT TO GROUND MOUNTED CONDENSING" UNITS. H d in to C 0 Zephyrhills, FL b JLC15.0038.00 C 0 s � �$& fP Aden Joseph Barney R P.P. : 59124 t:SET a DISTRIBUTIONS: w C 2 0 6 0 .L M SHEET REVISIONS: b s U E 0 LL w- 0 N 0 i 0 t� 0 N C 0 C 0 s EDITED PROJECT NO. 1 98 Building I r z Second Floor Plan w LLi !Mechanical M REHERENCLE: NOTES: 0 w rrl w Building 11 - Second Floor Plan - Mechanical Scale: 3/32" = V-0" ROUE EXHAUST DU,,-,-,r FROM WALL OUNITED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER RISER SHEET M15.9 '. PRIME COAT AND PAINT `WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. 0,2 ROUTE DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK PER DETAIL SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLAN FOR CONTINUATION. Q ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL CAVITY DOWN TO FIRST FLOOR AND OUT TO GROUND MOUNTED CONDENSING UNITS. -,04 PROVIDE 18"088* EXHAUST AIR LOUVER EQUAL TO RUSKIN ELF6375DX. icsepk, Lawpence & Cc Consulfinq Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 LU 0 X LU z 0 U1 0 IL ARCHITECTURE & INTERIOR DESIGN, INC. 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 1 - M 15.22 n.tFEREND E: NOTES: Ox t 5 ROUTE 'EXHAUST DUCT FROM WALL MOUNTED EXHAUST F&N THROU(3H TRUSS SPACE TO 9 %;� BUILDING SIDEWALL TERMINA-7it DU72 A71 EXTERIOR WALLI JACK WITH. BIRD SC'REEN PER RISIER SHEET M115.91. PRIME COAT AND PAINT '-NALL JACK TO MATCH BIJILDING COLOR. SEE 1ND1AD'UNL UNIT PLANS FOR COIN71NUA-110N. R 0 IU DRYER E)F'HAUST D0 THRIOUG11 TRUSS SSR4CE TOO 811-11LDING SIDEW'A.LL. ERMINATE DUCT AX T _ t ERIOR WALI JACK PER DETAIL SHEET M15.8i. PRIME COAT AND I17�11 PA.IN'T WALL JACK TO MATCH 80LDING eCOLOR, SEE IND�V0UAL UNIT PLAN FOR CONTHNUATION. ROUTE REFRIGERANT UNES WITIHW IMECHANICAL CLOSET %.,,,ALL CAvrrv, DOWN TO FIRST FLOOR AND OUT TO GROUND MOUNTED CONDENSING UNITS. Y PLAN .NTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com iSao Dun cci00k 1® EFICIAL COMMUNITIES 3550 S. T amiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL . . . . . . . . . . JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 'A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Third Floor Plan Mechanical ft—� -1 Lj. .r a . R p— � bullruinq 11 bra rlioor Plan - Mechanical -- 1, - 0 1 11 -. Lawpence (:X) Co 00sl2pn Gmsulfinq Enqineeps 11.80 HARWOOD AVE., SWTc 3000 ALTAMONTE SPRINGS, FLORIDA 327114 TEL: 371.972.A466 Www.jLC7.NC'COI4 Uk NO . 28730 M 15.31 'R"IEFEIRENCE NOTES: �D A Cl � ROUTE EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAINII THROUGH TRUSS SPACE TO BUILDING SIIII . TERMIII DUCT AT EXTERIOR WALL JACK WTTHI BIRD SCREEN PER RISER ER SHEET M,15.91, PRIME COAT AND PAINff AVALL JACK TO MATCH BUILDING COLOR, T SEE INHINIVUN. NIIR PLANS FOR CONIIINUATION. C2 > ROUTE DRYER EXHAUST DUCT THROUGH -,TRUSS SPACE TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK PER DETAIL SHEET M15.81. PRIME COAT AND PAID WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLAN FOR CONTINUATION, NIINUATION, ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL CAVTry, DOWN TO FIRST FLOOR AND OUT TD, GROUND MOUNTED CONDENSING UNITS. (D PRUVIDEE 18vlxl8st EXHAUST A.ER 1111OwEtR EQUAL 710 RUSKIN ELF63751,x Joseph, Lawpence & Co Consullinq Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCE.4c.com CA NO. 28730 K id 04] Ma I I ATERICIR DESIGN, . . . . . . . . . . . . ........ 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FL JLC15.0038.00 Z' L 46, ONAL Adam Joseph Barney II #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCMIAJB I PROJECT NO. 14-2984 1111rell In w I 181 M M IN, M. Scale- 3/32" = V-0" MOL M 15.32 REFERENCE NO"ITS: (D 1L11 - - FORUM■ z UjLU V) LLj LLj ROU17E EXHAUST DUCT FROM WAL MOUNTED EXHAUST FAN UP THROUGH ROOF. TERMINATE DUCT WITH ROOF CAP PER DETAIL SHEET M15.81. f 23 ROUTE DRYER EXHAUST DUCT FROM DRYER VENT BOX UP THROUGH ROOF. TERMINKI-E DUCT WITH ROOF CAP PER DETAIL SHEET M15.81, ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL DOWN TO FIRST FLOOR. 04 16706" RATED EILEEVAITIOR SHAFT! RELIEF VENT UP TO ROO, . TERMINATE WITH ROOF VENTILATOR CAP WITH INTEGRAL BIRDSCREEN PER DETAIL ON SHEET M15.82. SEE AtC�j'IT CTUPAI IE I, _ PLANS FOR SHAFT RATING. by Jam. KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. C 1� :A 5e.-I le 745 orienta avenue, suite 1121 altamonte springs, f] 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB 1, PROJECT NO. 14-2984 ourth Floor Plan MeGhaniGal •i11011 11 11 Irl On•I FwMMw Scale: 31132" = 1560;? Joseph, Lowpence & Co Consulting Enqineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 M 15.41 ---------- g Fourth loor Pilan - Mechanical, REFERENCE FORUME ROU T L AHAus-r DUCT FROM WALL MOUNTED EXHAUST F,461 UP THROUGH ROOF TERMINATE DUCT INITH ROOF CAP PER DEETAflp SHED 15.810 0,2 ROUTE DRYER EXHAUST DUCT FROM DRYER VENT BOX UP THROUGH ROOF. TERMINATE DUCT [TI4 ROOF CAP PER DErA111L SHEET M15.81. 3 ROLI E REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL DOWN TO. FRS FLOOR. 16` 16' RATED ELEVATOR SHAF1 RELIEF VENT UP TO ROOF TERMINATE WITH ROOF VENTILATOR CAP WITH INTEGRAL BIRDSCREEN PER DETAIL ON SHEET M16.82e SEE ARCHITECTURAL PLANS FOR SHAFT RATING 05 PROVIDE 16'x16" EXHAUST AIR LOUVER EQUAL TO RUSKIN ELF6375DX, 5 \ Joseph, Lapience & Co `1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORID 32714 TEL: 321.972.4466 `FWW.JLCFPfC.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIG , INC. PLANNING 0 i 745 orienta avenue, suite 1121 i altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 i AA0002731 j www.forumarchitecture.com 9 12 A SHEET REVISIONS: REFERENCE NOTES: 0 (D INSTALL 66`x18" ELEVATOR SHAFT RELIEF VENTILATION LOUVER ON SHAFT SIDEWALL. RUSKIN MODEL ELF64225DD OR EQUIVALENT. THE AREA OF THE VENT SHALL BE NOT BE LESS THAN 3-1/2% OF THE AREA OF THE HOISTWAY NOR LESS THAN 3 SQUARE FEET FOR EACH ELEVATOR CAR. PROVIDE MOTORIZED DAMPER CONNECTED TO BUILDING FIRE ALARM SYSTEM. DAMPER TO REMAIN NO LESS THAN 1/3 OPEN DURING NORMAL OPERATION AND FULLY OPEN DURING A FIRE/ALARM DrENT. PROVIDE EXHAUST FAN ON ROOF FOR TRASH CHUTE, REFER TO SCHEDULE FOR ExAc'r- MAKE AND MODEL. TUB 8Sx8E-XHfi-,US-1 DUCT DOWN �N-10 CaU "' �jl TE AND TERMINATE END OF DUCT WITH S � B I R D': 5'(" R E EEN. ics,epk, Lowpence & C® Consulfinq Engineeps 1180 HADWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWWJLC1NG,COM CA NO, 28730 INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 wkA/w. foru march itectu re. com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL N / �-'@ � d Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB I PROJECT NO. 14-2984 d z Building I & Uj 0 re w z Roof Plan w I - Mechanical- Scale: 11116"= V-0" IN A NATURAL VENTILATION I CALC. UNIT A3 UNIT FLOOR AREA: 836 MIN. VENTILATION AREA: 33.4 (UNIT AREA * 4%) ACTUAL VENTILATION AREA. 57.0 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET I DRYER VENT LENGTH CALC. I HORIZONTAL LENGTH: 30 VERTICAL LENGTH: 7 90' (5 FT EACH): 10 45- (2.5 FT EACH): 10 TOTAL EQ. LENGTH (FT): 57 IF DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. PROVIDE LONG VENT DRYER. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQ UIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION. Scale: 1/4" = V-0" NATURAL VENTILATION CALC. T FLOOR A2-UFAS UNIT OR AREA: 735 MIN. VENTILATION AREA: 29.4 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 43.5 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. HORIZONTAL LENGTH: 21 VERTICAL LENGTH: 7 90' (5 FT EACH): 10 45' (2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 38 IF DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS PROVIDE LONG VENT DRYER. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION. 1. ALL DUCTWORK AND GRILLS ARE BELOW THE RATED CEILING WITHIN A NON -RATED SOFFIT. NO RADIATION DAMPERS REQUIRED. REFERENCE NOTES: (D (D MOUNT AHU PER CLOSET MOUNTED AHU D1711-A&I ON SHEET M15.82. 23 ROLFE REFRIGERANT AND CONDENSATE DRAIN LINES WITHIN MECHANICAL CLOSET WALL, DOWN THRU FLOORS/SLAB BELOW TO GROUND MOUNTED CONDENSING UNIT. SEE PLUMBING PLANS FdR CONDENSATE LINE CONTINUATION. ROUTE REFRIGERANT LINES PER [O'LAGIRAM M15.91. INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL SHEET, M15.81. ROUTIE EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH SOFFIT SPACE TO BUILDING SIDEWALL PER DETAIL ON SHEET M15.81. TERMINATE DUCT AT EXTERIOR WALL CAP PER DIAGRAM SHEET M15.91. 05 ROUTE DRYER EXHAUST DUCT THROUGH SOFFIT SPACE TO BUILDING SIDEWALL PER DETAIL SHEET M15.81. TERMINATE DUCT AT EXTERIOR WALL CAP PER DIAGRAM SHEET M15.91. 0 DUCTLESS HOOD. 07 NON LOUVERED WASHER CLOSET DOORS. PROVIDE 14"x1O" ALUMINUM GRILLE ABOVE DOORS, EQUAL TO METALAIRE MODEL RH FOR DRYER VENTILATION. E PROVIDE FACTORY 'WALL SLEEVE. PRIMER ONLY. 9 PROVIDE FACTORY LOUVERED WALL PANEL. NATURAL VENTILATION CALC. LIMT Al UNIT FLOOR AREA: P35 MIN. VENTILA IFION AREA: 29.4 (UNIT AREA * 4 ACTUAL VENTILATION AREA: 43.5 (OPERABLE OPENING AREA) NATURAL VEN711LAPION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECT 10 N 402. ALL AIR EASS CALC U I Aff E D IN SQUARE FEE` DRYER VENT LENGTH CALC. UNIT, HORIZONTAL LENGTH: 20 VERF6A.L. LENGTH: 7 90' (5 FT EACH): 10 45- (2.5 FT EACH): TOTAL EQ. LENGTH (Fr): 37 IF DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TOHAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS PROVIDE LONG VENT . DRYER. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION. ARCHITECTIRE & INTERIOR DESIGN, INC. 745 orients avenue, suite 1121 altamonte springs, fi 32701 phone-. 407.830.1400 fax-. 407.830.4143 AA0002731 www.forumarchitecture.com goo age Doo Do ® 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL NEW11111110 JLC15.0038.00 0 Adam Joseph Barney P.E. #: 69124 MANKRIUMIUMN SHEET RE) IISIONSI EDITED BY: KCM/AJB PROJECT NO. 14-2984 Enlarged Unit Plans Mechanical Unit A2-UFAS Floor Plan - Metchanicja Scale: 1/4" = 1'-0" 1111ir 111liq 11 .5 --- - -- ---- Scale: 1/4"= 1'-0" Joseph, Lawpence & Co Consulfina Engineeps 11180 HAPWOOD AVE.., SUITE 3000 ALTAHOI4TE SMINGS, FLOPIDA 32714 9L 321,972.4466 V NWW.JLCEN,G.COM CA NO. 28730 --I I I-L ..I. _ I- k 0-1 t T Unit B2 Floor Plan - Mechanical Scale: 1/4" = 1'-0" Scale: 1/4" = T-O" NATURAL VENTILATION CALC. UNIT B3 UNIT FLOOR AREA: 1,102 MIN. VENTILATION AREA: 44.0 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 51.0 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. HORIZONTAL LENGTH: 27 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' �2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 44 IF DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. PROVIDE LONG VENT DRYER. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION. NATURAL VENTILATION CALC. UNIT B2 UNIT FLOOR AREA: 1,066 MIN. VENTILATION AREA: 42.6 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 72.0 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT 132 HORIZONTAL LENGTH: 27 VERTICAL LENGTH: 7 9 0* 5 FT EACH): 10 45* �2.5 FT EACH): 0 TOTAL EQ. LENGTH (Fr): 44 IF DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS ;CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. PROVIDE LONG VENT DRYER. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER ,EXHAUST SYSTEM AS LISTED ABOVE !WITHIN 6 FEET OF THE DRYER EXHAUST 1 DUCTWORK CONNECTION. 1. ALL DUCTWORK AND GRILLS ARE BELOW THE RATED CEILING WITHIN A NON —RATED SOFFIT. NO RADIATION DAMPERS REQUIRED. 1 MOUNT AHU PER CLOSET MOUNTED AHU DETAIL ON SHEET M15.82. 72 1 ROUTE REFRIGERANT AND CONDENSATE DRAIN LINES WITHIN MECHANICAL CLOSET WALL, DOWN THRU FLOORS/'SLAB BELOW TO GROUND MOUNTED CONDENSING UNIT. SEE PLUMBING PLANS FOR CONDENSATE LINE CONTINUATION. ROUTE REFRIGERANT LINES PER DIAGRAM M15-91. eINSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL SHEET M15.81. IN D 04 ROUTE EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH SOFFIT SPACE To BUILDING SIDONALL PER DETAIL ON SHEET M15.81. TERMINATE DUCT AT EXTERIOR WALL CAP PER DIAGRAM SHEET M15.91. (5) ROUTE DRYER EXHAUST DUCT THROUGH SOFFIT SPACE TO BUILDING SID'EmALL PER DETAIL SHEET M15,81. TERMINATE DUCT AT ErMERIOR WALL C&P PER DIAGRAM SHEET M 1 5,9 1. DUC ESS HOOD_ C7) NON LOUVERED WASHER CLOSET DOORS, PROVIDE 14'00' ALUMINUM GRILLE ABOVE DOORS, EQUAL TO METALAIRE MODEL RBI FOR DRYER VENTILATION. �8) PROVIDE FACTORY WALL SLEEVE. PRIMER ONLY. 09 PROVIDE FAC,70RY LOUVERED WALL PANEL. Scale: 1/4" = 1'-0" DRYER VENT LENGTH CALC. UNIT B1 HORIZONTAL LENGTH: 27 VERTICAL LENGTH: 7 90* (5 FT EACH): 10 _=45' (2.5 FT EACH). 0 TOTAL EQ. LENGTH (FT): 44 IF DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER I-AANUFACTURFER REQUIREMENTS PROVIDE LONG VENT DRYER. MECHANICAL CONTRACTOR TOO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING_ THE TOTAL EQUIMALEN'I" LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUC-I'WORK CONNECTION. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone- 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Z�' SHEET REVISIONS: I Scale: 1/4" = V-0" Scale: 1/4" = 1a-0" NATURAL VENTILATION CALC. UNIT 136-UFAS UNIT FLOOR AREA: 1,102 MIN. VENTILATION AREA: 44.0 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 50.3 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. iI ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT 136-UFAS HORIZONTAL LENGTH: 27 VERTICAL LENGTH: 7 90* (5 FT EACH): 10 45' (2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 44 IF DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS PROVIDE LONG VENT DRYER. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION. NATURAL VENTILATION CALC. UNIT 135-UFAS UNIT FLOOR AREA: 1,066 MIN. VENTILATION AREA: 42.6 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 72.0 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET I i DRYER VENT LENGTH ik- CALC. UNIT 135-UFAS HORIZONTAL LENGTH: 27 VERTICAL LENGTH: 7 90' 115 FT EACH): 10 45' L2!`T_ 0 TOTAL EQ. LENGTH IF DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS PROVIDE LONG VENT DRYER. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION. REFERENCE NOTES: t ALL DUCTWORK AND GRILLS ARE BELOW THE RATED CEILING WITHIN A NON —RATED SOFFIT. NO RADIATION DAMPERS REQUIRED. REFERENCE NOTES: ox 0 MOUNT AHU PER CLOSET' MOUNTED AHU DETAIL ON SHEET M15.82. 0-9 1ROU"IE REFRIGERANT AND CONDENSATE DRAIN LINES WITHIN MIECHANICAL CLOSET WALL, DOWN T RU FLOORS/SLAB BELOW TO GROUND MOUN71'ED CONDENSING UNIT, SEE PLUMBING PLANS FOR CONDENSATE LINE CONTINUATION. ROUTE REFRIGERANT LINES PER DIAGRAM M15.91. 1NSTALL DRYER EXHAUST WALL CONTI NEC IION BOX PER DETAIL, SHEET M15,81. ROUTE EXHAUST DUCT FROM W.ALL MOUND UILD EXHAUST FAN -imc)UGH SOFFIT SPACE 10 BUILDING SIDEWAUL PER DETAIL ON SHEET M15,81. TERMINATE DUCT AT EXTERIOR 'NALL CAP PER DIAGRAJA SHEET M15.91. ROUTE DRYEER EXHAUST DUCT THROUGH SOFFIT SPACE TO BUILDING SIDEWALL PER DETAIL SHEET M15.81. TERMINATE DUCT AT EXITERIOR WALL CAP PER DIAGRAM SHEET M15.91. � D6 DUCTLESS HOOD. NON LOUVERED WASHER CLOSET DOORS. PROVIDE 14"x10" ALUMINUM GRILLE ABOVE DOORS, EQUAL TO METALAIRE MODEL RH FOR DRYER VENTILATION. PROVIDE FACTORY WALL SLEEVE. PRIMER ONLY. 09 PROVIDE" FACTORY LOUVERED WALL PANEL. D Scale: 1/4" 9 1 {-0" NATURAL VENTILATION CALC. UNIT 134-UFAS UNIT FLOOR AREA: 1,066 MIN. VENTILATION AREA: 42.6 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 51.0 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT S4-UFAS HORIZONTA,L LENGTH: 27 VERITI'CAL LENGTH: 7 90' �5 7; FEACffl- 10 (2 TOTAL t. EQ. LENGTH (FT): 44 IF F DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MK41MUM jLENGTH OF 315 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING 'EXHAUST SYSTEM IS REQUIRED TO HAVE A MAIiUFACTOMES SERVICE RATING THAT ME E71 S OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALC �ULATED PER THE DRYER MANUFACTURER REQUIREMENTS, PROVIDE ILONG VENT DPKER. MECHANICAL CON" CTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER ,EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION. ARCHITECTURE & .NTERIOR DESIGN, 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 0 B N E Fulu" IAL 0 0. COMMUNITIES X 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 .0 Summerset 7f Zephyrhills, FL JLCI5.0038.00 SHEET REVISIONS: 4TED BY: KCM/AJ13 10JECT NO. 14-2984 Enlarged Unit Plans Mechanical Unit C2-UFAS Floor Plan - Mechanical - Scale: 1/4" = 1'-0" r Unit. '1 Floo. Polan - Mechanical- G) Scale: 1/4" = V-01' NATURAL VENTILATION CALC. UNIT C2-UFAS UNIT FLOOR AREA: 1,305 MIN, VENTILATION AREA: 52>2 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 63.4 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LE:N"9._:)'TH CALC. UNIT C2-UF,,, 6 z HORIZONTAL LENGTH, 13 VERTICAL LE4G-11�: 7 9 10* f5 FTEACH)., 0 I 45' 12,5 FT EACH), 0 TOTIAL 'E'o. LENGTH (FT) 30 IF DRYER VENT TOUT& EQUIVALENT LENGTH EXCEEDS THE CODE MAYIMUM. LENGTH OF 35 FELT, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUS1 SYSTEM IS REQUIRED TO) HAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS PROVIDE LONG VENT DRYER. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION. 71--5--� NA UIRR, A L V,/ E N TP11 L iA TP! 0 N CALC. U ,31 N1T UNIT FLOOR AREA: 1,305 MIN, VENTILATION AREA: 52.2 (UNIT AREA * 4%) ACTUAL VENTILATION ARPEA: 63.4 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT C1 HORIZONTAL LENGTH: 13 7 VERTICAL LENGTH: I 90* (5 FT EACH): 10 45® (2.5 FT EACH): 0 TOTAL EQ.-LENGTH (Fr): .30 IF DRYER VENT 'TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS PROVIDE LONG VENT DRYER, MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AM -FIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE • WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION, REFERENCE NOTES: 1, ALL DUCTWORK 40 GRILLS ARE BELOW THE RATED CEILING WITHIN A NON -RATED SOFFIT. NO RADIATION DAMPERS REQUIRED. 'E NOTES: REFEREK (D MOUNT AHU PER CLOSET MOUIKIED AHU DETAIL ON SHEET M15.82. ROUTE REFRIGERANT AND CONDENSATE DRAIN LINES WITHIN MECHANICAL CLOSET WALL, DOWN THRU FLOORS/SLAB BELOW 10 GROUND MOUNTED CONDENSING UNIT. SEE PLUMBING PLANS FOR CONDENSATE 'LINE CONTINUATION. ROUTE REFRIGERANT LINES PER DIAGRAM M15.91. INSTALL DRYER EXHAUST 'HALL CONNECTION BOX PER DETAIL SHEET M15.81. 4 ROUTE EXHAUST -DUCT FROM 'WALL MOUNTED EXHAUST FAN THROUGH SOFFIT SPACE TO BUILDING SIDEWALL PER DETAIL ON SHEET M15.81. TERMINATE DUCT AT EXTERIOR WALL CAP PER DIAGRAM SHEET M 85.91. ROUTE DRYER EXHAUST DUCT, THROUGH SOFFIT SPACE TO BUILDING SIDEWALL PER T DETAIL SHEET M15.81. TERMINATE DUCT AT EXTERIOR WALL CAP PER DIAGRAM SHEET M 15.91. DUCTLESS HOOD. NON LOUVERED WASHER CLOSET DOORS. PROVIDE 14*X10" ALUMINUM GRILLE ABOVE DOORS, EQUAL TO M7LALAJRE MODEL RH FOR DRYER VENTILA,110N. � PROVIDE FACTORY INALIL SSLEEEVE, PRIMER ONLY, PROVIDE FACTORY LOUVERED WALL PAPNEL. L 2 ARCHITECTURE & INTERIOR DESIGN, INC. PLMNMI AIWHnTzCTUW I KrUHMIDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Z E LL m BENEFICIAL 2 a COMMUNITIES X 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 U) C 0 E 0 U) Summerset 0 M EDITED BY: KCM/AJB PROJECT NO. 14-2984 FEnlarged Unit Plans Mechanical FLEX DUCT SCHEDULE CFM FLEX SIZE O - 34"o 36 60 E 5"0 61 - 100 6"0. a 101 1140 7-0 141 - 210 8"4 211 - 280 9"o 281 - 400 10"0 401 - 600 12"0 601 - 900 14"0 901 - 1,300 16"0 1,300 - 1,700 1800 AIR BALANCE MMUST. EF-1 150 CFM EF-2 150 CFM EF-3 75 CFM EXHAUST TOTAL: E 375 CFM MAKELIP 9 AHU-1C 110 CFM AHU-2C 230 CFM AHU-3C 360 CFM AHU-4C 210 CFM MAKEUP TOTAL: 910 CFM BLDG. PRESSURE _ +535 (WITH ALL FANS ACTIVATED) OUTSIDE AIR CALCULATIONS CLASSIFICATION OCC. FACTOR OCCUPANCY/ 1000 SQFT. (PERSONS) AHRAE 62 VALUES PER TABLE 6-1 SPACE AREA (SQFT) SPACE LOAD (PERSONS) OUTDOOR AIR REQUIRED (CFM) OUTDOOR AIR SUPPLIED (CFM) Rp Ra Az Pz COMPUTER 25 10 0.12 L 178 5 71 75 CLUBROOM 100 7.5 0.06 798 24* 227 230 FITNESS 40 20 a 0.06 546 12* 272 275 CLASSROOM 35 10 0.12 297 10 135 135 LOBBY 30 7.5 0.06 802 6* 93 95 CONFERENCE 50 5 0.06 164 6* 39 40 LEASING I 5 5 0.06 a 382 3* 37 40 MGR. OFFICE 5 5 0.06 177 1* 15 20 TOTAL 3,344 6"?889 910 NOTE. I = REQUIRED OJTDOOR VENTILATION AIR VALUES TAKEN FORM ASHRAE 62, TABLE 6-1. I e, • FO �t !I � s �ENaI 43ION BREATHING ZONE , DRMULA: Vim.- = RP Pz + R® Az Pz = OCCUPANCY FACTOR * SPACE AREA * SPACE LOAD NUMBER BY ARCHITECT FAN SCHEDULE MARK I AREA SERVED TYPE CFM T.S.P. WATTS R.P.M. VOLTS/PH BONES MANUFACTURER & MODEL NO. NOTES EF-1 RESTROOM CABINET 60 0.25 24.3 1,250 120/10 0.8 PANASONIC FV-08VF2 1. & 2. EF-1C MEN'S RR CABINET 150 0.25 118 1,023 120/10 3.6 COOK GC-182 2. EF-2C WOMEN'S RR CABINET 150 0.25 118 1,023 120/10 3.6 COOK GC-182 2. EF-3C JANITORS CABINET 75 0.25 59.3 769 120/10 1.2 COOK GC-144 2. EF-G1 1ST TRASH RM INLINE 350 0.20 107 1,335 120/10 5.6 COOK 90SQN10D 3. & 5. EF-G2 2ND TRASH RM INLINE 350 0.20 107 1,335 120/10 5.6 COOK 90SQN10D 3. & 5. EF-G3 3RD TRASH RM INLINE 350 0.20 107 1,335 120/10 5.6 COOK 90SQNIOD 3. & 5. EF-G4 4TH TRASH RM INLINE 350 0.20 107 1,335 120/10 5.6 COOK 90SQN10D 3. & 5. EF-G5 TRASH CHUTE DOWNBLAST 218 0.20 87.7 1,550 120/10 5.2 COOK 70C15DH 3. & 5. EF-F1 ARE PUMP RM. CABINET 265 0.25 151 752 120/10 2.0 COOK GC-620 3. NOTES: 1. EXHAUST FAN TO BE CONTROLLED BY INDIVIDUAL SWITCH WITHIN RESTROOM OR JANITOR. 2. PROVIDE WITH VIBRATION ISOLATOR KIT, INTEGRAL BACKDRAFT DAMPER, & PLASTIC WALL CAP. 3. PROVIDE WITH SOLID STATE FAN SPEED CONTROLLER. 4. EXHAUST FAN TO BE CONTROLLED BY TIMECLOCK. I 5. FAN TO RUN CONTINUOUSLY. CLUBHOUSE AIR DEVICE SC UL MARK DESCRIPTION FACE SIZE E NECK MATERIAL MANUFACTURER & MODEL N0. NOTES A LOUVERED FACE SUPPLY DIFFUSER - CEILING 8"x6" SEE PLAN ALUMINUM METALA.IRE LM-1 1. B LOUVERED FACE SUPPLY DIFFUSER - CEILING 10"x10" SEE PLAN ALUMINUM METALAJRE LM-1 1. I C LOUVERED FACE RETURN GRILLE 10"x10" SEE PLAN ALUMINUM METAL IRE RH-1 1. � D LOUVERED FACE RETURN GRILLE 18"x18" 1. COORIDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. SEE PLAN ALUMINUM METALAIRE RH-1 AIR SCHDL MARK DESCRIPTION _DEVICE FACE SIZE NECK MATERIAL IMA.NUFACTURER & MODEL NO. A LOUVERED FACE SUPPLY DIFFUSER - CEILING 6"x4" ; S E PLAN a ALI MINUM � METALAIRE LM-1 j 1. - B LOUVERED FACE SUPPLY DIFI SLR SLDI=byA SEE PL k ALUMINUM € META IRE H4001044F-1 -08D C !� LOUVERED FACE SUPPLY DIFFUSER - CEILING aVpRO"x8" , B"x8" SEE PLAN ALgUl ill`1UM METALkIRE LTM - 1. D LOUVERED i ACEL SUPPLY DIFFUSER - CEILING 1Onx10°` � SEE PLAN I ; HUMINUM METAL RE LIM -1, E RETURN AIR TRANSFER GRILLE I 14"x8" I SEE PLAN ALUMINUM T44ARACK TECHNOLOGIES RAP 14.8 F LOUVERED FACE EXHAUST G I►! E l B"x8" SEE PLAN $ rs ALi MINUM � ME ' RE R $ al�:AL,H,P.e® 4auE'i`"` I 4 E F NOTES: 1. COORDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. I DX SPLIT AI HA LI C ITSCHULET U D ®C OLCLUBHOUSE $ �I FAN COOLING COIL FILTERS ELECTRIC HEATING COIL R POINTMUNTT ELEC. UNIT INFORMATION MARK LOCATION TOTAL AIR OUTSIDE EXTERNAL- DRIVE ENTERING LEAVING TOTAL NO. OS TOTAL VOLTAGE/1TACIRCUIT SINGLE SINGLE SIZE OPERATING MANUFACTURER MODEL NUMBER NOTES SERVED FLOW AIR FLOW PRESS TYPE HP AIR TEMP. AIR TEMP.I CAPACITY TYPE EFFICIENCY THICKNESS STAMCA CIRCUIT 'UNIT xD) WEIGHT (CFM) (CFM) IN.WG. (P DB/WB) (F DB/WB) (BTUH) i MOCPH"xW (LBS>) AHU-1C LEASING 1,600 110 0.3 DIRECT 3 4 77.6 64.7 56.0 54.0 48,000 THROWAWAY 25%-307. 1" 1 8 208/1 41 45 58"x24.5"x2l" 125 GOODMAN ARPT1314 1, 2 AHU-2C CLUBROOM 1,600 230 0.3 DIRECT 3 4 77.6 64.7 56.0 54.0 48,000 THROWAWAY 25%-30% 1" 1 8 208/1 41 45 58"x24.5"x2l" 125 GOODMAN I A.RPT48614 1; 2 AHU-3C FITNESS, LOBBY 2,000 360 0.3 DIRECT 1 77.6 64.7 56.0 54.0 60,000 THROWAWAY 25%-30% in 1 8 208/1 42 45 58#x245"x2l" 46-1 GOODMAN i ARPT6OB14 1, 2 AHU-4C CLASSROOM 1,200 210 0.3 DIRECT 3 4 77.6 64.7 56.0 54.0 30,000 THROWAWAY 25%-30% 1" 1 5 208 1 23 30 49"x2l"41" 118 GOODMAN ARPT36B14 1, 2 NOTES: 1. PROVIDE COMPLETE WITH PULL TYPE DISCONNECT SWITCH AND 7-DAY PROGRAMMABLE THERMOSTAT WITH NIGHT SET BACK. 2. ROUTE AND SIZE REFRIGERANT LINES PER MANUFACTURES REQUIREMENTS. CLUBHOUSE DX SPLIT CONDENSI IT C E UL (T_.� I T C - 0 L� COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION OUTDOOR CAPACITY NOMINAL VOLTAGE/ COMPRESSOR CONDENSER FANS � UNIT SIZE OPERATING GHT MARK LOCATION LIFA; TURER MODEL ;UMBER I NO US DESIGN QTY. STEPS QTY. HP PHASE RIA MCA MOCP SEER (H"xW�`x[)"° WEIGHT (LIDS.) I I � QTY. FLA (EA.) TEMP. (F) % EACH CU C l EXTERIOR 95' 1 100 1 1 4 208/1 19.9 1 a .5 -7 € :9 30 1 3fi"x29 x 9� 191 tee' =GOOF GOODMAN _- G 4 � X 6 40.51A s I CU-eC i EXTERIOR L 95° 1 100 1 1 4 208/1 19o9 1 1>5 17.9 + 30 14,0 I 38 x29'x29- 191 GOODMAN L GSX140-481A i 1 CU-3C o EXTERIOR I 95, 1 100 1 1 4 208/1 25.0 L a 1,5 141.4 35 1 I 40"x29 x�d ' 284 I GOODMAN 1SX1406101A -4C ! EXTERIOR 95° 1 100 i 1 8 208/1 12.8 1 0>7 16.7 25 14 0 27"x26" 26" I 142 GOODMAN GSX14001A �� g NOTES: 1. PROVIDE COMPLETE WITH PULL TYPE DISCONNECT SWITCH, TIME DELAY RELAY AND ANTI -SHORT CYCLE TIMER. E APARTMENT X SPLIT AI A LI U IT �CH DUL�( T I T L FAN COOLING COIL FIEI ERS ELECTRIC HEATING COIL SINGLE POINT UNIT' . ELEC. REQUIREMENTS UNIT INFORMATION I MARK LOCATION TOTAL AIR OUTSIDE C DRIVE ENTERING LEAVING TOTAL N0. OF 4aSINGLE TOTAL VOLTAGE/ SINGLE UNIT SIZE _�. MANNUFACTURER MODEL NUMBER DOTES � SERVED FLOW AIR FLOW ja5'1,EAR, PRESS TYPE HP AIR TEMP. AIR TEMP. CAPACITY TYPE EFFICIENCY THICKNESS STAGES KW PHASE CIRCUIT CIRCUIT (H"xW"xD") WEIGHT ' (CFM) (CFM) IN.WG. (F DB/WB) (F DB/WB) (BTUH) MCA MOCP (LBS>) AHU-1 UNITS 600 - 0.3 DIRECT 1 5 80.0 67.0 1 56.0 54.0 17,300 1 THROWAWAY 1 25%-30% 1" 1 5 208 1 23.3 25 36"x20"x16" 99 GOODMAIN AWUF18516M g 1, 2 AHU-2 UNITS 800 - 0.3 1 DIRECT 1 1 5 1 80.0 67.0 56.0 54.0 1 23,000 1 THROWAWAY 1 25%-30% 1" 1 1 5 208/1 23.3 25 36"x20"x16" 99 GOODMAN AWUF24516AA 1 1, 2 L AHU-3 UNITS 1,000 - 0.3 1 DIRECT 1 1 3 1 80.0 67.0 56.0 54.0 1 28,000 1 THROWAWAY 1 25%-30% 1" 1 1 8 208/1 I 34.9 35 36"x24x21" 110 a GOODM N AWUF30516AA 1, 2 NOTES: 1. PROVIDE COMPLETE WITH PULL TYPE DISCONNECT SWITCH AND 7-DAY PROGRAMMABLE THERMOSTAT WITH NIGHT SET BACK. 2. ROUTE AND SIZE REFRIGERANT LINES PER MANUFACTURES REQUIREMENTS. APARTMENT X SPLIT CONDENSING NIT C UL R IC T L I COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION F I MARK LOCATION MANUFACTURER MODEL NUMBER NOTES OUTDOOR CAPACITY NOMINAL VOLTAGE/ COMPRESSOR CONDENSER FANS OPERATING UNIT SIZE DESIGN TEMP. (F) QTY. STEPS % QTY. HP PHASE RLA EACH MCA MOCP SEER 'H"xW"xD") i WEIGHT (LBS.; QTY. 7 FLA fEA) CU-1 EXTERIOR 95' 1 100 1 1 8 208/1 6.7 1 0.7 9.1 15 14.0 26"x23"x23" 106 GOODI GSX140181E �1 I CU-2 EXTERIOR 95' 1 100 1 1 8 208/1 13.5 1 0.7 17.6 30 14.0 26$x23"x23" 113 GOODMAN I GSX140241D 1 I CU-3 EXTERIOR 95' 1 100 1 1 8 208/1 12.8 1 0.7 16.7 25 14>0 28"x26"x26" 142 GOODIikN -v ® GSX140 01 B I NOTES: I 1. PROVIDE COMPLETE WITH PULL TYPE DISCONNECT SWITCH, TIME DELAY RELAY AND ANTI -SHORT CYCLE TIMER. csek Lawpence & Co Cons l inq lnqineeps 118C HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, F1 ORIDA 32714 TEL: 321.972.44 `ub WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE INTERIOR DESIGN, MZIM 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 j Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 MIAMI TECH CONDENSING UNIT TIE DOWN STRAP. MODEL NUMBER CUTD4 OR EQUIVALENT. rRVVIUL v %.LLMR VMVF-L AROUND CONDENSER. SOD THEREAFTER 4" THICK FIBERMESH REINFORCED CONCRETE PAD, 4" ABOVE GRADE. MIN. (2) #10 SHEET FETAL SCREWS THROUGHUNIT HOUSING. (1) 1/2" DIAMETER CARBON STEEL TAPCON EMBEDDED 1-3/4" WITH 2-1/2" MIN. PAD EDGE DISTANCE. PROVIDE 1/2" THICK INSULATION ON ENTIRE LENGTH OF SUCTION LINESET AND CONDENSATE LINE. FLUSH AT CONDUIT ENTRANCE OR PACK WITH'.. ROCK WOOL 6" MINIMUM LONG SWEEP 90' ELBOW OR 45' BEND PVC CONDUIT WITH SOLVENT WELDED JOINTS. 4"0 FOR ONE SET OF LINES. 6"0 FOR UP TO 3 SETS OF LINES, I SLAB APPLY TWO COATS OF VIW -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM AND CAULK WEATHERIGHT. EXTEND PVC 4" ABOVE PAD CONDENSING UNIT PAD ROUTE CONDUIT UNDER AND COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE FILL SHALL BE AT 4" LIFTS TO GRADE ROUTE CONDUIT UNDER SLAB FOOTER AND COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE FILL SHALL BE AT 4" LIFTS TO GRADE MAIN DUCT �7 TYP. CONC. P UNDERGROUND REF. SLEEVE DETAIL NTS) 11 A �9 N T E T NTS NTS ,L EXTERIOR WALL 'IECE WALL CAP FACE PLATE BUILDER'S BEST PART NO. 119766 W/INTEGRAL BACKDRAFT DAMPER. (OMIT FOR OUTSIDE AIR INTAKE) CAP AS MANUFACTURED BY BUILDER'S BEST PART NO. 111692 WITH WHITE FACEPLATE PART NO. 119766. PROVIDE BIRD SCREEN FOR FRESH AIR INTAKE AND BATHROOM EXHAUST PAINT TO MATCH ADJACENT WALL PAINT. ELEVATOR SHAFT -T7A WALL BIRDSCREEN x 4 3�4"x0.015 `< i FASTEN AND SEAL FLANGE WITH WEATHER PROOF SEALER TO EXTERIOR WALL 6" WALL DRYER VENT BOX MODEL 425 BY IN—O—VATE TECHNOLOGIES www.dryerbox.com OR EQUAL. MOUNT DRYER BOX WITH BOTTOM EDGE 6'-8" ABOVE FINISHED FLOOR 4" 0 DRYER EXHAUST DUCT HANGER STRAP 4:� TYPICAL WALL JACK DETAIL r3 ELEVATOR RELIEF LOUVER DETAIL 2 DRYER VENT BOX DETAIL NTS \ NTS NTS NTS SEAL INSULATION JOINTS AND BREAKS IN VAPOR BARRIER WITH GLASS FABRIC AND MASTIC (NO TAPE ALLOWED) — BELLMOUTH FITTING — INSULATION AS SPECIFIED NOTES: DRAWBAND ON OUTSIDE OF INSUITION AROUND JACKET — DRAWBAND ON FLEXIBLE DUCT (INKIER SLEEVE) NS&ULATION AND JACKET FLEXIBLE DUCT 1, TYPICAL FOR: LOW PRESSURE AND NIGH PRESSURE CONNECT ION TO MAIN DUC s a FA I TERMINAL UNITS, VARIABLE AIR VOWME UNITS, AND DIFFUSERS. 9., DRAWBANDS SHALL. BE EQUIVALEN € TO PANDUIT PLT—H. FL= T TUN D T C-`''�POR€ FROM STRUCTURE FLEXIBLE DUCT SAG NOT TO EXCEED " PER FOOT MAX, FLEX DUCT MAINTA-IN RADIUS OF BEND TO NOT LESS THAN ONE DUCT DIAMETER, 1. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 5'-0". 2. STRAPS SHALL BE MINIMUM 1 1/2. 3. REFER TO SMACNA AND FLORIDA MECHANICAL CODE FOR ADDITIONAL REQUIREMENTS. 10"Re HANGER (TYP.) 2" MIN. SUPPORT STRAP 18" MAX. FROM DEVIDE AND 5'-0" ON CENTER, ROM Jcsep s Lawpence C® onsulfinq Engineeps 1180 HAP WOOD AVE., SUITE 3000 ALTAMONTE SDR3NGS, FLOPIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 23730 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com B iN EFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 SHEET REVISIONS: i EDIT ED BY: KCMfAJB s PROJECT NO, 14-2984 Mechanical Details .UNIT -3- NTS 1 1/4" PVC COND. PIPING CAST PERFORATED GRATE GRADE b d"' 24" R.C.P. Or PIPE SECTION ®gib -f— bo '.: d Vo' 24" LONG — PEA GRAVEL OR 0 0 r CRUSHED STONE 0 C ( 0 0 j .;0 0 4; OPEN FLEXIBLE F AIR DUCT EXTERIOR WALL 4� CONDENSATE DR) YWELL DETAIL. NTS ) CLEAN —OUT PLUGS ,,—(UNIT PRESSURE + 2' (UNIT PRES SURE + 2" 2" NOTES 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. 2. CONDENSATE PANS SHALL BE INSTALLED WITH ADEQUATE PITCH TO ENSURE POSITIVE DRAINAGE OF ACCUMILA711) CONDENSATE. 3. TRAP CONDENSATE AND DISCHARGE PER PLAN. CONDENSATE rl A D rV6% I N DST IL I A VERTICAL HU DETAIL. (CLUBHOUSE) - ^I Inn Ll DENSATE LINE RYWELL MUMM11111=11111 RETURN GRILL 1-9 AMU- atif-T-1-9 DUCT 91 icsepk Lawpence & Cc I Consuffinq Inqineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 COMMUNITIES 3I-50 S. Tarpiami Trail Suite 301 Sarasota, Fl, 34239 Zephyrhills, FL JLC15.0038.00 ......... % 0 @ Adam Joseph Barney — 69124 T IN A SHEET REVISIONS: 1 —1 — __ 11� L. PROVIDE PLASTIC BATHROOM EXHAUST WALL CAP: WALL CAP TO BE BUILDERS BEST, INC. PLASTIC WALL CAP OR EQUAL. COORDINATE CONNECTION SIZE WITH PLANS. PROVIDE BACKDRAFT DAMPER, OMIT INSECT SCREEN ON DRYER WALL CAPS. PRIME COAT AND PAINT TO MATCH BUILDING COLOR. USE A FULL 4" OPENING WALL CAP, NOT THE COMMON 2.5" OPENING CAP.------, 4" GALV. STEELJ BATH VENT _ SLOPE HORIZONTAL PORTIONS OF RESTROOM VENTS SLIGHTLY, WITHOUT DIPS 4" GALV. STEEL rEE BATH VENT J SLOPE HORIZONTAL PORTIONS OF RESTROOM VENTS SLIGHTLY, WITHOUT DIPS 4" GALV. STEEL / BATH EXHAUST --j Uz�_ 4" GALV. STEEL BATH EXHAUST FLAT ROOF WALL MOUNTED EXHAUST FAN. 4TH FLOOR SOFFIT SPACE PROVIDE PLASTIC DRYER WALL CAP: WALL MOUNTED WALL CAP TO BE BUILDERS BEST, INC. PLASTIC EXHAUST FAN. WALL CAP OR EQUAL. COORDINATE CONNECTION SIZE WITH PLANS. PROVIDE BACKDRAFT DAMPER, OMIT INSECT SCREEN ON DRYER WALL CAPS. PRIME COAT, AND PAINT TO MATCH BUILDING COLOR. USE A FULL 4" OPENING WALL CAP, NOT THE COMMON 2.5" OPENING CAP. 3RD FLOOR SOFFIT SPACE WALL MOUNTED EXHAUST FAN. 2ND FLOOR SOFFIT SPACE WALL MOUNTED EXHAUST FAN. 1ST FLOOR RUN DRYER DUCT JOINTS IN THE DIRECTION OF THE AIRFLOW SO AS NOT TO CATCH LINT SLOPE HORIZONTAL PORTIONS OF DRYER VENTS SLIGHTLY, WITHOUT DIPS RUN DRYER DUCT JOINTS IN THE DIRECTION OF THE AIRFLOW SO AS NOT TO CATCH LINT SLOPE HORIZONTAL PORTIONS OF DRYER VENTS SLIGHTLY, WITHOUT DIPS DRYER DRYER 11120t DRYER Ri w;i *.K#1 I, I Eel V1.1 11 6, 5 1 - 11 i wa FLAT ROOF 4TH FLOOR SOFFIT SPACE K9111w1mv 2ND FLOOR SOFFIT SPACE 1 ST FLOOR Rr_r 1U A.1w%N LINt: IKU L J 14. u- x , T' ""A"RAM NTS Joseph, Lawpence & cc Consulting f n9ineeps 1180141ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINCS, FLORIDA 32714 TEL: 3219?2.4466 WWWJLdk,COM CA NO. 28730 elT 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 SMIMMUM N Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: KCMIAJB PROJECT NO. 14-2984 0 z w ID re 0 E w z Mechancal Risers 0- 15 Y_ 0 LL at�,��OT . 0 GENERAL WIRING AND POWER S* SWITCH (NONE) SINGLE POLE TOGGLE SWITCH 2 TWO POLE TOGGLE SWITCH 3 THREE WAY TOGGLE SWITCH WP SINGLE POLE WEATHERPROOF SWITCH K SINGLE POLE KEYED SWITCH OS OCCUPANCY SENSOR SWITCH M MANUAL MOTOR CONTROLLER W/O OVERLOADS S abc LOWER CASE LETTERS INDICATES SWITCHING DESIGNATIONS, QUANTITY OF LETTERS EQUAL QUANTITY OF GANGED SWITCHES ® T * SINGLE RECEPTACLE GFI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHERPROOF IG ISOLATED GROUND C COUNTER HEIGHT (ABOVE COUNTER OR 42" AFF) 71' * DUPLEX RECEPTACLE GFI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHERPROOF IG ISOLATED GROUND C COUNTER HEIGHT (ABOVE COUNTER OR 42" AFF) EWC ELECTRIC WATER COOLER, COORDINATE LOCATION WITH PLUMBING CONTRACTOR lnL * QUADRAPLEX RECEPTACLE GFI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHERPROOF IG ISOLATED GROUND C COUNTER HEIGHT (ABOVE COUNTER OR 42" AFF) Q* SPECIAL RECEPTACLE X TYPE X (SEE RECEPTACLE SCHEDULE) C COUNTER HEIGHT PP POWER POLE ® RECESSED FLOOR MOUNTED DUPLEX RECEPTACLE SURFACE —MOUNTED FLOOR DUPLEX RECEPTACLE CEILING —MOUNTED DUPLEX RECEPTACLE PLUG MOLD C COUNTER HEIGHT Q JUNCTION BOX DISCONNECT SWITCH �WP DISCONNECT SWITCH — WEATHERPROOF (NEMA 3R) FUSED DISCONNECT SWITCH 8 MAGNETIC MOTOR STARTER COMBINATION FUSED DISCONNECT/ * MAGNETIC STARTER SWITCH HOA HAND/OFF/AUTO SS START/STOP B M MANUAL STARTER VSD COMBINATION VARIABLE SPEED DRIVE AND DISCONNECT S VARIABLE SPEED DRIVE " (-/ EF-1 MOTOR WITH DESIGNATOR TC TIME CLOCK a WATER HEATER HVP1-6 BRANCH CIRCUIT HOME RUN WITH PANEL NAME AND CIRCUIT NUMBER, QUANTITY OF ARROWHEADS DENOTES QUANTITY OF BRANCH CIRCUITS BRANCH CIRCUIT WIRING, PROVIDE QUANTITIES OF CONDUCTORS REQUIRED FOR CIRCUITING AND SWITCHING INDICATED POWER LEG ONLY (NO SWITCH LEG BETWEEN ROOMS) ❑—� MUSHROOM HEAD PUSH BUTTON (EMERGENCY STOP) RELAY i GROUND ROD FTI TRANSFORMER a K TYPE "K" TRANSFORMER UH ELECTRIC UNIT HEATER (FURNISHED UNDER DIV 15 UNLESS NOTED OTHERWISE) PANELS I 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL A — AMPERES ELECTRICAL CODE (NFPA 70), AND THE LATEST ADOPTED EDITION OF THE FLORIDA, BUILDING CODE. A/C — AIR CONDITIONING � XXX NEW ELECTRICAL PANEL AC — ALTERNATING CURRENT I � 2 ) CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND COORDINATE WITH EXISTING EQUIPMENT PRIOR TO BIDDING, MDP MAIN DISTRIBUTION PANEL (SEE PANEL SCHEDULE) AFF — ABOVE FINISHED FLOOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION AFG — ABOVE FINISHED GRADE � 3) A11 ELECTRICAL NX- TERIAL.q. DEVICES, APPLLANCES, ADD EQUIPMENT SH s 1 BE LABEL € ISTED UY :N ATS ;AUTOMATIC TRANSFER SWITCH AHU — AIR HANDLING UNIT APPROVED THIRD PRARTY TESTING AGENCY. ELECTRICAL SYSTEMS PANEL AWG — AMERICAN WIRE GAUGE ; RUILD,sCg XXX C — CONDUIT CENTERS€�Q A CV,� FINISHED FLOOR UNLESSDOTED OTHERWISE4) INSTALLATION HEIGHT OF CENT PTO Q SACP SECURITf ALARM CONTROL PANEL CFL COMPACT FLUORESCENT LAMP � SHALL BEo FACP FIRE ALARM CONTROL PANEL I CH - COUNTER HEIGHT I MC MASTER CLOCK CONTROL PANEL t RECEPTACLE = 18" € PA PUBLIC ADDRESS CONTROL PANEL GONG — CONCR E C' BLOCK 7' 6" FA.AP FIRE Aa.ARM ANNUNCIATOR PANEL COND — CONDUIT I :WITCH 44' MODULAR JACK FOR WALL MOUNTED ;ELEPHONE 52� CU — COPPER MODULAR TELEPHONE JACK = 18- a L I T a € G DISC — DISCONNECT a AUDIO/VISU,AL FIRE ALA,.RM €NDICATORS = 80" FIRE ALARM PULL STATIONS = 50" ECB — ENCLOSED CIRCUIT BREAKER TELEVISION OUTLET (COMMERCIAL SPACES) = 18" (64" FOR WALLMOUNTED L EIS N) ELEC — ELECTRICAL TELEVISION OUTLET kRESIDENTI_AL. UNITS) = 18" ('60" FOR WALL MOUNTED TELEVISION) IL�II XX LIGHTING FIXTURE EM — EMERGENCY COMPUTER OUTLET = 18" CALL SWITCH = 44" Q (SEE LIGHTING FIXTURE SCHEDULE FOR LETTER EMS — ENERGY MANAGEMENT SYSTEM REMOTE TEST STATION FOR DUCT DEFECTOR = 52" ELEVATIONS AND DESIGNATION AND DESCRIPTION OF FIXTURES) EMT — ELECTRICAL METALLIC TUBING C = ABOVE COUNTER BACKSPLASH, COORDINATE WITH ARCHITECTURAL MILLWORK. ~� EF — EXHAUST FAN 5) ALL CONDUIT AND WIRING SHALL BE CONCEALED IN WAILS OR ABOVE CEILINGS UNLESS NOTED EWC — ELECTRIC WATER COOLER OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. ALL DEVICE OUTLET BOXES SHALL BE RECESSED UNLESS NOTED OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. WHERE APPROVED ® EMERGENCY/NIGHT LIGHT LIGHTING FIXTURE ETR — EXISTING TO REMAIN OR NOTED SURFACE METAL RACEWAY AND DEVICE BOXES SHALL BE USED IN LIEU OF CONDUIT AND EX — EXISTING CONCEALED BOXES AT NO EXTRA COST TO THE OWNER. ® 0 EXIT LIGHTING FIXTURE UNIVERSAL MOUNT, SINGLE/DOUBLE FACE FA — FIRE ALARM f (WHERE USED, ARROWINDICATES CHEVRON DIRECTION) FACP — FIRE ALARM CONTROL PANEL 6) ALL CONDUIT ROUTES SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY FINAL ROUTE. BATTERY POWERED EMERGENCY LIGHT FPL — FLORIDA POWER AND LIGHT G — GROUND `3) CONDUIT RUNS SHOWN ARE SCHEMATIC AND DO NOT INDICATE THE NECESSARY FITTINGS AND JUNCTION EMERGENCY LIGHT REMOTE HEAD GF€ — GROUND FAULT INTERRUPTER BOXES THAT ARE INCLUDED IN TIME SCOPE OF THE WORK. GND — GROUND 6) CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL WIRING WITHTHE SOURCE AND CIRCUIT AT ALL e' TRACK LIGHTING ELECTRICAL EQUIPMENT, PULL AND JUNCTION BOXES AND ELECTRICAL TERMINKI'IONS PROVIDED OR GRC — GALVANIZED RIGID CONDUIT ASSOCIATED WI I I THIS CONSTRUCTION. � TRACK LIGHTING HEAD 6 H.I.D. — , HIGH INTENSITY DISCHARGE G) CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SURFACES AND AREAS WHERE EQUIPMENT WAS WIG WIRE CAGE LIGHT GUARD HVAC — HEATING, VENTILATING AND REMOVED OR MODIFIED, TO MATCH EXISTING CONDITIONS. AIR CONDITIONING OS OCCUPANCY SENSOR — CEILING MOUNTED 10) ALL ABANDONED AUDIO OR CONTROL CABLES SHALL BE REMOVED. ALL BOX OR EQUIPMENT OPENINGS I.G. _ ISOLATED GROUND SHALL BE CLOUD WITH LISTED CLOSURE DEVICE AS APPROVED BY THE EQUIPMENT MANUFACTURER, �0 OCCUPANCY SENSOR — CEILING MOUNTED — CORRIDOR J — JUNCTION . KAIC — (THOUSAND' AMPERE 11) WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, ALL BRANCH CONDUITS WHICH O�W OCCUPANCY SENSOR — WALL MOUNTED g P oE�PTIIdG CAPACITY IN NO LONGER ARE IN SERVICE, SHALL. BE REMOVED AS DIRECTED BY THE ENGINEER„ F > IN THE COURSE OF THIS WORK. OU L - S .ARE COVERED UP OR OTHERWISE RENDERED INACCESSIBLE, ALL WIRING o0 TLC LIGHTING CONTACTOR KVA — KILOVOLT —AMPERES SAME SHALL BE RENOVED TO THE SOURCE. IF A CARCUIT ? H DUST REMAIN 6N SERAR r IS INTERRUPTED `HEREBY, IT SHALL BE RECONNECTED ED BY THE MOST TNCONSPr%.U"1 fS MEANS SO AS REMAIN I PHOTOCELL I KW — KILOWATTi -TO CPERAITIONAL, WTIH THE SAME CAPACl3 ( A- BEFORE. ALL BUILDING SURFACES DA. ED, AND OPENINGS PEMOV'AL SHIALL BE REPAIRED BY HE CONTRACTOR, LTG — L.GHT'NG LEFT BY 04 BOXES, PIPING OR C11"ER EQUIPMENT _ MCM THOUSAND'S OF CIRCULAR MILS ALL MOLES LEFT IN jUNC I�N BOXES, SWITCHES, PANELS. E C. SHALL BE CLOSED. * SWITCHI MCU -- R CONTROL UNIT ATE. € � � f"E EQUIPMENT SHALL BECOME� � E — I E w � 6) ALL REUSABLE �E�a€� . _ FIXTURES AND �LIIP;��Tv� ° T HALm B��,�fME � HE P:bOP�,R € � 0r � ��, OWNER, ALL OS OCCUPANCY SENSOR SWITCH MCP MOTOR CIRCUIT PROTECTION � OTHER SALVAGE AND DEBRIS SMALL BE REMO,1ED FROM THE PREMISES DAILf. D DIMMER MH — METAL HALIDE p D3 THREE WAY DIMMER (INCANDESCENT) o 3) T' IIS CONTRACTOR SMALL FURNISH AND PRO"ADE ALL DEMOLITION REQUIRED TO ACCOMMODATE THIS N NEUTRAL PROJECT WHETHER 1NOIC-ATED ON DRAWINGS, OR DIRECTED IN THE FIELD. NA — NOT APPLICABLE I NF — NON —FUSED s G UNDING; NIL — NIGHT LIGHT 14) ALL MEDAL RACEWAYS, INCLUDING CONDUIT. WIRE TROUGHS, WIREMOLD, ETC., SHALL BE GROUNDED. ALL NEC — NATIONAL ELECTRICAL CODE CONNECTIONS IN METAL RACEWAYS SHALL BE COMPLETED IN SUCH A MANNER AS TO MAINTAIN A CONTINUOUS PATH TO GROUND THROUGHOUT THE ENTIRE LENGTH OF THE RACEWAY, FIRE ALARM SYSTEMS NEMA — NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION W�RINGe ® FIRE ALARM PULL STATION NFPA — NATIONAL FIRE PROTECTION ASSOCIATION 15) UNLESS NOTED OTHERWISE ON THE DRAWINGS OR ON THE EQUIPMENT WIRING SCHEDULE, EACH BRANCH El NIC — NOT IN CONTRACT CIRCUIT HOME RUN SHALL BE THREE (3) 12 AW° G THHN/THWN (1 HOT, 1 NEUTRAL 1 EQUIPMENT FIRE ALARM HORN GROUND) IN 3/4" EMT CONDUIT. PROTECT EACH CIRCUIT WITH A 20 AMPERE, 1—POLE OVERCURRENT El FIRE ALARM MINI HORN O.C. — ON CENTER �IERWISE, COMBINE NEUTRALS ARE NOT P�.RMIT�yD DEVICE UNLESS NOTED OTHERWISE, D N 8 . M O.F.C.I. — OWNER FURNISHED CONTRACTOR INSTALLED 16) THE USE Or ELECTRICAL 'NM' CABLE WRING IS ACCEPTABLE WHERE ALLOWED BY CODE AND THE E4 FIRE ALARM HORN AND STROBE COMBINATION P — POLE AUTHORITY HAVING JURISDICTION. f FIRE ALARM HORN AND STROBE COMBINATION, WEATHERPROOF PNL — PANELBOARD WP PVC — POLYVINYL CHLORIDE N1 FIRE ALARM SPEAKER RM — ROOM E4 FIRE ALARM SPEAKER AND STROBE COMBINATION RGS — RIGID GALVANIZED STEEL g SPEC — SPECIFICATION F FIRE ALARM STROBE SS — STAINLESS STEEL CD SMOKE DETECTOR TVSS — TRANSIENT VOLTAGE SURGE I SUPPRESSION HEAT DETECTOR TYP — TYPICAL UON — UNLESS 07HERWISE NOTED � � DUCT DETECTOR V — VOLTS I R 3 S REMOTE TEST STATION FOR DUCT DETECTOR W — WERE WP — WEATHERPROOF FS FIRE ALARM SHUT DOWN RELAY FIRE/SMOKE DAMPER FIRE DOOR FOLD OPEN � 8 I f AREA OF RESCUE CALL STATION T i ' A AREA OF RESCUE MASTER TELEPHONE STATION TELECOMMUNICATIONS 7 DATA/COMM OUTLET ® TELVISION OUTLET SP SPEAKER - E I NOTE. f T SYMBOLS SHOWN ON THIS ELECTRICAL LEGEND ARE FOR�� �® REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS I I IPapence MAY NOT BE USED FOR THIS Consulfinq — � I 1180 HARWOOD Avg., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.iLCENC-,COM CA NO. 23730 INTERIOR DESIGN, AFtCffrECTURE ;00 s 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone; 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com lj,.�NEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 (A Zephyrhiils, FL SHEET REVISIONS: EDITED BY: MJPJBLS PROJECT NO. 14-2984 Legend and General Notes Electrical UFO I -9NOTES- P �4_m w1w1mm romm w/w"M ~mml rNOWA ��mrm ---------------- L— — — — — — — — — — — — — --- amm mW'A mmam =man 00LITY MET (DPANEL "MMIA W"Emp ffAWA10A Mhom, Site Plan - Electrical (D REFER TO RESPECTIVE FLOOR PLANS, POWER RISER DIAGRAMS AND PANEL SCHEDULES FOR ADDITIONAL SERVICE INFORMATION. O UTILITY COMPANY TRANSFORMER; 120/208V, 30 SECONDARY. TRANSFORMER LOCATIONS SHOWN IS PRELIMINARY. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATION WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH —IN. OmAm W"Xv �Z�ml 01mmm W&'Mr ow"IrM, w1r1mv "/WE�' ��Oml WROWMA rMIRM WENZ-11 m7or" rMOM NaMm #Wlmv MIMI= Wgfflm w0ow", 10OW10 ^0, A, 2 " CENTER iiKN FRI, 4/011 % 2 UTILITY M6iR"G) %\ % V, >/ fI N A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHAH COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE UNE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. DFIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. SCIale: 1 " = 40'-0" Joseph, Lawi>ence & Cc Consulting Engineeps 11180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 d z U) ARCHITECTURE & INTERIOR DESIGN, INC. PUMING I MC1HffECrUW_ I K178WRIDEMN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com E im 11 I COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC1 5.0038.00 Blake Lawrence Suddeth P.E. #: 69060 Z� SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 I NEE N001r'ES: o GENERAL NOTES: 01 CONNECT CIRCUIT VLA LIGHTING CONTACTOR FOR AUTOMATIC CON rIROL OF r !X'flul R E S. F I A. I DO NOT SCALE ELECTIRICA.L DRAWING FOR Affi DIMENSIONS. r, 0 PROVIDE IN GROUND WEWHERPROOF PULL BOX FOR CONNECTION OF SIGNAGE. 1 R, a ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NA-HONAL, STATE COORDINATE EXACT LOCATION OF SIGMA WITH OWNER PRIOR TO ROUGH —IN. I AND LOCAL (CODES. PROVIDE GROUNDING AND BONDING PER NEC 250e COORDINATE MOUNTING HEIGHT AND LOCATION OF WALL FIXTURES WITH C, 7 - SEE SINGLE UNE DIAGRAM FOR FEEDER WIRE AND CONDUIT S11-E. ALL CIRCUITS NOT ARCHITECTURAL ELEVATIONS AND DETAILS PRIOR TO ROUGH —IN. SIZED ON DRAWING SHAL' - BE INSTAULED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL L CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERFY EXACT LOCARION OF ALL DEVICES AND EQUIPMENT PRIOR TRO ROUGH IN. SiTE Llur"HT r:IXTURE S CHE D U L E- MARK DESCRIPTION I MANUFACTURER MODEL !A11 VOLTS P— — ------- FIXTURE Q)TY 61 WA70 MODEL WATTS (1) LED FULL CUT—OFF SHOEBOX AREA LUMINAIRE WITH —T SLA ALUMINUM HOUSING, MOUNTED 25'-0"AFG% ON 30'-0" DIRECT SPAULDING I —A-60W-4K-3—DB 1,108 140 140 0 i LED BURIAL CONCRETE POLE. (2) LED FULL CUT—OFF SHOEBOX AREA, WMIINIAIRES WITH 1 SLB ALUMINUM HOUSING. MOUNED 25'—O`AFG ON 30'-0- DIRECT T SRAULDING 12) CI1 —A-60WAK-3 —DB % I 08 1 2 1 1 LED 280 BURIAL CONCRETE POLE. SLW WALL MOUNTED LED FULL CUT—OFF LUMINARIE WITH A! UIAINUM SPA U L DIN G TRP-30L-4K-035—W-1J—BZ 3- 120 1 4 LED 34 HOUSING, 4000K COLOR TEMP AND TYPE 111 DIS7. NOTES: DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE TY PES AND FINISHES WITH OWNER PRIOR TO ORDERING. 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Tamiami frail Suite 301 Sarasota, FL 34239 Zephyrhills, FL J LC 15.0038.00 ® C • X41 OF YONAL 111 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: ZL SHEET REVISIONS: EDITED BY: MJwBLS PROJECT NO. 14-2984 Soale: i,: = AO, -Oa, JiA LEn ',SffC1f1a4?70NS LED drivers, have oufputn.owover- ov,vlsh�verticallv imcle.; ® Sfinned die-castsoli t6p yd 6velf-cOrrent proQ%�,on 0.nd8hort ficrus�irfo f6 , r M'a'rMLjiT1,' he a'tidlssipatioin: clircui I protedtion, , ,fiillh auto Ire' covefy' �stTpi 6011 ection of unqj at! fly dors, III gathering QnJop,,of,the l-lous),ng •I P, 5 0 m A df iVOr avaiiabte Wi th 9QLG n- fiaiirabon for :increased lum en -output Ruped lowerdie-cast,,�, util i(turn, heat , - sin , ab.Alerates therm, al m arragiaMent, * LED,electrd�l assern0y, Including PR and oph m izes�P!,'313 and Op , t I,,-, I n , al perfbr-' deviio�lso co surries no power in Q manse; the 'OfFst'ate • Separateootic;al-,ind'eleotical,borrioart- • Field, reiplaceabIle, sur8eprotecton delficei, , er ion merit for optimum compon ent 60 a4 provides 20,,KA and -I I KI protection meeting PKSII C62,41.2 Cate ry C High -and 'On A One die "cut sfltcone gasketensures -vie Surge Loca , Category.V02,_ Th,e-,PD is roof seal around each de nedwtha.darnpinqvol'ta eof1600V industlir 51 ind,4�d:eUrIaRDfor,IP65 rating aIMM uai slanc 8,120ps �'wae orm 8 5% Spi] I light re,ducton, dbe8n'trclhan e Te ri' �*DrjversslareC-i , fl2ture,appearance I _0, , -d faIlidl, Type IV disibbutorrI_ 0)[dint Ming standard. Photocell, o w-jpancy sensor and4reless corrtrols�vaj lable, for c oin ptete on/off • Slam ped bezel pioi mechanical and dimming control compres,slon tto'seithe,op tidal assembly • Coinplemertis the HUbbel) Southwest • L904t,�60`000'hbtri (Projected per JES14A series Of Outdoor fixtures: TM-21 4) • Wet gght - 46.46uhi:15, 'EPA - 1 .? fF 41 TW(die-Icagt alt'irminum arm 40gris; The, • SutWe� for aoNipatibris requirinj 30 decorative arM ��qffers,a ste6k.ugswept] cork best dibed Oy,ANSIA�fK.�'11 i1gores While ifie�straght6rm fab gontouredlnes style 4Ch6ic'e of 72-highbri fitriess LED confiOIL17 Fj=rio,'ships with arm inslafj?dfor 'easewf 6ci, lenses ini and'niount3 to #2 drill pattern s edjally dGi,�'qned for llt!C_'T,�Re n, III, IV, and, , distributions Mall- rn ast"_arrn 'fitter and bole, acoeftorteo. are Aso,av5jlable� 4Aubd optics designed forfi-ont row JA and allovViflg easy trouni. for virloafly Ulterior rowslA' (0,Alitribution uinf-k'r an y dopi 1 cation, o r inq � and iYae 2)Finish C C T-. n 0 li �: (8-0 CF,1 • 4000K, (70C910, TGI,,C therm osel polvesterpowder pant so ltur,'M 111,61nd(yfidfibe.r: ft ri i 'apIpti,Gdiatriornina[2".5:,MiI MIc1<,1ne8,& LFDbPior1$' OR,, 7- Fiveyeariun ted warrarT brmote infor- uatoTIvi--l universal v6ltage 1.21D4277 VAC, 5 0)(D 6" Ha Lil * Usted-fal I itAl � P18, arid C,: C2 2-2#25,0101_ �tve, • Integral 'f6rS4`?V, 2 4'f� r t 10 oa If opi is, i 4CPA1 [Viode1g,, rit eet Dcs[gN_ight.Cons6r • Arnbrieny"Operating. terl'itpOratfle 741)'C' to 4(f C is, consul tIuM (DLQ --jalificatic, , r , Automatic -berrA al selfDr, - 1DA*4roA,,ed' • IPF6 factor arid less th art 10% 111b -10pbonal continuous dItTiMit-ig'to i0% or dual cirrultry avaitaji6 A ( "M `a�;F facts jt Us UMP :01?VERIND INFORM jqTIQAf SEE NEXT PAGE Fixture Twe"SLAII LL L I c H T 1 0 6 ORDERING INFORMATIOAt ORDERING EXXVIPLE. CL1 -A-90WI 13113-RIPk F I VAPPMjals, ------- L_T_ CL1 Quarnort LED OOL 90 %tr brightness LEDs Ua UNVON' I 12011-277V, SK 3W Leave Wank for B06 50,166 H7 1 700 A(Mandard) OL,2, I. GOIL 60 Ifigh brighfne� I 4K 4000K CorItfol SOL 30 Hit 120V 500151K 035 ','Wm A Amber GD2 ContinuousAlmoting GGT only ,2 208V VV8 Vill[ bracket 11 XL /AM Arilb, 5 er (" %' nrn 105. 105U A' V _M 3 240V a "11111all* for in .`F" A Arm mount construction 'i stral,11 "Turtill, FrIendly" !,401- only if rigid arm included &- acceptable for 01 4 2M appFicallons I JUM ouipub, RIPAA 4" Round pole adapter configuraborts) 6 48010,0 Piz (ponsult lack AY) RYAS 5" Round pole adapter An Decorative arm mountconst {Q" decora- F 347V, 60 IV 11 Round ;,din, adapter if} LED 8/4 VIEW 80 LED, five upswept arm Ind. & acceptable for E4 22W,,50 Hz DO Dark Bronze 90' configurations) F(X)1,4 Fusing (ropaceX mth 13L Black voltage: 1-120V 2,208V, MAE Mast arm fitter for mounting to standard DISTRIBUTION- 2 318" mast arm bracket includes 6" WH White 3-240J, 4-2,17V, 5480V, straight jig! d arm 2 Type. ll GIR Gray , 6-347V) 3 Type III PS Platalum Silver SS13 S 4amless steel LED bezel 4 Type IV RD Red VG Vandal guard fitrenroulmoolon CONTROLOPITIONS /6M Type V Medium 0 0 FIG Forest Green VAR WiSCAPE 60- LED 90 LED 5S Type V Short (premmin colon VARK WiSCAPE motion control 5W Type V Wide GC Custom Co4or TWO For remote wil efes8 con a of Notes, 1- For BL option 90L and 5,01_, NIA 347V &4HIV 2L Type 11 Rotated 90' left 'luminair 1ENSIONS 9 - BL & 00, cannot be combined of "Child" 0 on thr- 3 - Fuse opoorr not available, w lthflmversal voltageType III Rotated 0' left Tl)[`LISnetwork 4 - Select F3 fusing option for 220V 4L Type IV Rotated 90' left PROW NEMA`bolo icell recept-ade. 5, - Photorell raceptadenot available v BL optort 6 - pe _0 ded for Type ill ari distributions only 2R Type 11 Rotated 901 right iyepi xvAth vplltage� c ofni 350rnA. drive eurnantoniy Type IV, 51W 2(r-,277�fj7= 80,11 UpsweptAurn 7 - Av SO Type III Rotated 901 right 1 1 4 , I) 8-0 - wfury adussabe'dimming voth 2utorwis da�'Ight card Programm Prbleritorion control, T_ different timedelav -evings, Must orderminirri6rin ofem, SCR-REMOIE '�Pe IV,Ro lesioned, to 401 m our t- contiol I to program dimming siettin 4R T Wed 90' right d W _T I iielght. factory defa It I 10-Ninstsidec[Ify 12GV2J1i3V, 24,OV or277`v; mvl, aviallible vAh 1A Auto Fr.Qra Bow Type I d 110% light i0vell 11-1 ulioccupie�, 0 F PR wi�in� consuitfaetoryfor 347V and,48OVapplicaften, not availalble. 1AR Auto Front Row Tyi I Rotated gol rigl =BPS, satiffit viti BL or CD option 9, 1AL Auto, Front RON Type I Rotated 90' left UPW PlOgIl'affireMe MOU.011 001111r,A, 2A Auto front Row Type It designed for tip, to*, mount- straightAirrin, cover- -7 Auto Front Row Type 9Rotated 90' right age factory dolault Is 10% T_ 0 2AL Auto Front Row Type It Rotated 90' felt fight level !ill 1,111000-apied state A fielcrenG e'c.ov ftga an a orr pqqe 3, ENERS Y SA VING DA TA ENERGYVATA-,�,!_� IWE11�111111 Iiiiiijilluilli r1i j111'rsj1jjj 'Power Factor, I ,A B c D E F 9, I N1. i7i AIT). 21 SV4` Walm i", 406,mm 6 5,18" 168triml 6 J5,46 6 110, 1155mrnt 1 to -Val Flarmonic; Distortiop <1 00% 7 r" 87 1 6-3,e4 61 .1 6641 I 710 1 6999 66191 2070C--A I 6cL-6K 1 140 157 13300 0 i 2942, 12i125 _131�17,1 V�,b?W 12,954 4�&70rjrnA 9OL-;KL 1 210 227 1968 4 60 1 "2 2 19 61 9_- 205921 19616 18073 600TO(grA 9OL-W-165 336 'iW 269 t 4 26351 261548 2 5 7.9,� �7445 25 1 965 1 9,90, Ot-OLA 6f)L-4K lzlb 1�i7 l 15831 1611W_(�1171 1 "A 6P, 11 12 WA 1 8040' 2-dtf-00ruA 11`$07 41dW()(1niA 9,)L-41( i )to 227 171411 2061 -11 PaQ.- 17 6�18 23911 12-1111-99 i 8621 245,F3 20220 17394 6V700iA 1 2535_17- 23128 6@0 0.50 90LAK 05 336 3 %- 3K -C 363 87 6 1 406146-638. 'p, rnA 49)60Oin 2� 41, 2 7O' A 1 60L90131 -3K ::::! tA�:� 157 1 90 '1 q, 9171 5q21 6 11 1 -N,091 19461 08IB44 40700.n A 911 22 7 3$AOI I I 13601] 1 51 1 t39Z31 140-04; 131992 W700triA 901_-�K-105 1 336 17M,5 2 176,121 W4 6 9 1 17959, 41827 173V,30 W! 050,1-M AUTUP40TIVE DEALERSHIP OPUCS M :ForAutorrrotive Dealership applications Spaulding Lighting has developed tvvo optiiGs designed for enhanced and proper lighting of the auto'dealership merchandise, and' the front row 1 A and interior i 2A, (See GL1 distriloution inforrI for detailej Optic 1A • Maximum illumination on front row display • Maximum pole spacing Optic 2A • Excellent front row illumination and drive lane • Optimal uniform ity'for drive lane and interior rows ACCESSORIES SEE NEXT PAGE 0 Spaulding Lighting e 701 Millennium Boulevard o Greeii SC 29607 e Phone: 811000 HUBWELL SLPFVUL'DING Rue toner continued effors, to improve our products, productspecificationi slrfttfectto�ci wil notil L.Ilight" 1 G H T I N G iD 2015 SPAULDING UGHTNG� All Rights Reserved - Fo, mtre informotion visit our vveb8ile =Mspatildinglighting.caM - Printed mUSA, GLILIEDi 4115 FO�KUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I KIERK)R DESIGN 745 orients avenue, suite 1121 altarnonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FIL JLC15.0038.00 2�, SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO, 14-2984 Site Lighting Fixture Cut Sheets Joseph" Lowpence & Cc 1177 Consu Enqineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 ,VWW.JLCGKG.COM CA NO. 28730 OEM WAUT C—H L NNE REFER _T_0_SHEET 116.13 A. DO NOT SCALE ELECTRICAL DRkWING FOR ANY DIMENSIONS B. ALI, WORK SHALL COMPLY WITIH HIE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE' GROUNDING; AND BONDING PER NEC 250. rl� - 0, NE DIAGRAM, -� ffiRE ANID CONEWIT S2E. ALL CIRCUITS NOT 1� SEE SING41E J V I FOR FEEDER i r_ U 9 SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM S_t7E REQUIRED BY NEC. ALL CONDUCTORS SHALL HIA& AN EQUIPMONT GROUND WIRE SLED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. F. "Nl_" DE"GINATEIZ NIGI=1T LIGHT, FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUW OPEiiXMON. REFE-RENCLE Nut"'TES: 0 of DISCONNECT PROVIDED BY DIVISION 15 CONTRACTOR, INSTALLED AND WIRED BY DIVISION 16 CONTRACTOR. FUSE PER MANUFACTURERS RECOMMENDATIONS. CONNECT CONDENSING UNIT TO CORRESPONDING UNIT PANEL, REFER TO TYPICAL UNIT PLANS AND SCHEDULES FOR CIRCUITING AND SIZING INFORMATION. COORDINATE LOCATION OF DISCONNECT WITH OILER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN, LOCATE AS REQUIRED TO, MAINTAIN NEC CLEARANCES. COORDINATE EXACT LOCATION OF METER CENTER WITH THE ELECTRIC UTILITY AND ARCHITECTURAL PLANS. VERIFY 3'-0" CLEARANCE EXISTS IN FRONT OF METER CENTER, HOUSE PA EL, AND HVAC DISCONNECTS. NO COPPER OR FREON LINES WITHIN THE 3'-0" CLEARANCE IN FRONT OF THE METERS. A MAXIMUM OF 6'-6" SHALL BE MAINTAINED FROM GRADE TO THE CENTER OF T14E HIGHEST ME7R. COORDINATE EXACT LOCATION AND MOUN19NG HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH —IN. (47) PROVIDE CEILING MOUNTED OCCUPANCY SENSOR (WAITSTOPPER fUT-33-55-3 OR APPROVED SUBSTITUTION) FOR CON TIROL OF BRE�ZEWAY LIGHTING'-'. !NSTALL SENSOR IN BREE&F-WAY* CEILING AND CONNECT PER 1AANUFACTURER'S RECOMMEND01IONS. PROVIDE ADDITIONAL POWER RACKS, SENSORS, CONTROL WIRING, EC. FOR COMPLETE COVERAGE. EACH OCCUPANCY SENSOR SHAD %CONTROL 1UGHTS IN T E LO)CAL AREA. OF THE SENSOR H I ONLY. Fl)(TURES WITNLH 'SHAELIL BE CONNECTED A. EAD OF OCCUPANCY SENSOR FOR 24 HOUR 0PERATION. AH 35 (TYP OF 4) Scale: 31132?'" = V-0" CENTER #IQ2 ? 111-110 -WEATHERPROOF NEMA 3R Q TELEPHONE. CABINEF WEATHERPROOF NEMA 3R�3 CABLE CAKNEET -seph, Lavvpence & G) Com-Ulfinq Enqlneeps 1180 HARWOOD AVE., SUITE 3000 ALI'AMONTI SPPINGS, FLOPIDA 327-14 TEL 321.972.4466 WWW.JLCrNG.COM CA N0.728730 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com all ODD ago Do 0 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 Zephyrhills, FL nomm��� JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: ,L SHEET REVISIONS: EDITED BY: MJR/BLS 1 PROJECT NO. 14-2984 Building I 0 z First Floor Plan 26 4 (TYP OF 4) (TYP OF 4) lugm (TYP OF 4) (TYP OF 4) (TYP OF 8) ERAL NOTES -. k DO NOT SCALE ELECTIRiCAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH, THE 2003 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 21550. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. A! - L CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS S14ALL IIAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VE-RIFY EXACT LO ION OF ALL DEVICIES A. -ND EQUIPMENT PRIOR 170 ROUGH IN. 'ONNECTIED AHEAD OF ALL CONTROLS FOR F. 'NIL' DE53-0-4A=ES NEIGH[` MU �KIL 10 Bc� . C 24 HOUR OPERATIO''. rx t FiE-R, E �ql E_ N11" -r ",S.-,- o% jj DISCONNECT PROVIDED BY DIVISION 15 CONTRACTOR, INSTALLED AND WIRED BY DIVISION 16 CONTRACTOR, 'FUSE PER MANUFACTURERS RECOMMENDATIONS. CONNECT CONDENSING UNIT TO CORRESPONDING UNIT PANEL, REFER TO TYPICAL UNIT PLANS AND SCHEDULES FOR CIRCUITING AND SIZING INFORMATION. COORDINATE LOCATION OF DISCONNECT WITH OWNER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. LOCATE AS REQUIRED TO MAINTAIN NEC CLEARANCES. 02 COORDINATE EXACT LOCATION OF METER CENTER WITH THE ELECTRIC U11LITY AND ARCHITECTURAL PLANS. VERIFY 3'-0" CLEARANCE EXISTS IN FRONT OF METER CENTER, HOUSE PANEL, AND HVAC DISCONNECTS. NO COPPER OR FREON LINES WITHIN THE 3®—O" CLEARANCE IN FRONT OF THE MIDIFERS. A MAXIMUM OF 6-6" SHALL BE MAINTAINED FROM GRADE TO THE "CIEWER OF THE HIGHEST METIER. � D3 COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH-11N. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR (IVAVATTISTOPPER UT-335®3 OR APPROVED SUBSTITIURON) FOR CON COL OF BREEZEWAY LIGHTING. INSTALL SENSOR IN BREEZEWAY CEILING AND CONNECT, PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ADDITIONAL POWER PACKS, SENSORS, CONTROL WIRING, ETCC, FOR COMPLETE COVERAGE. PEACH OCCUPANCY SENSOR SHIAUL CON TROL LIGHTS IN THE LOCAL AREA OF THE SENSOR ONL IXTURES WIl `NLI' SHALL BE CONNECTED A.HEAD OF OCCUPANCY SENSOR FOR 24 HOUR OPER.A11-10N. Enlarged Trash Room Floor Plan - Electrical Scale: 1114" = 1'-0" zff�t_y 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.330.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FL JLC15.0038.00 Biake Lawrence Suddeth 69060 SET DISTRIBUTIONS-. Z�, SHEET REVISIONS: IIIIIIq IIIIIIIl III Scale: 3/32" = V-0" Joseph, Lowpence & cc Consultinq [Ingineeps H 80 HAPWOOD AVE., SUITE 3000 ALTAMONTE WDING5, FLORIDA 32714 TEL: 321.972.4466 %'WWjLC[NG.COM CA NCI. 28730 Elb-12 0 IL N GENE-RAL NOTES: 4 L, CU CU \LC \LC CU /CU \ \LC \LCJ A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. & ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SELL SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE, ALL CIRCUITS NOT SIZED' ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD 'VERIF)f EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. V R ®R "EFERENCE OTE& K oil DISCONNECT PROVIDED BY DIVISION 15 CON-1-RAC TOR, INSTALLED AND WIRED BY DIVISION 16 C'ONTIRAC, OR. RUSE PER MANUFACT[I.)RERS RECOMMENDiVRONS. CONNECT 12"OV cSAC TIONAL HORSEPOWER EXHAUST FAN TO LOCAL LIGHTING CIRCUIT AND CONTROLS. F*4 SHALL OPERATEE SIMULTANEOUSLY, WITH LAGHTS. 3 PROVIDE 120V RECEPTACLE AND T ELESION OUTLET FOR BALL MOUNTED TELEVISION. MOUNTING HEIGHT AND LOCAPON WITH OWNER/EQUIPM17NT INSTAI R PRIOR COORDINATE LLE TO ROUGH -IN, 04 COORDINATE METER, C.T. CABINET, AND SHUNT TRIP ILOCK810N WITH OWNNIER, CIVIL COIF TP,k�r7i!.R., AND UTILITY COMPANY PRIOR TO ROUGH -IN. 50 INSTALL 1201V DUPLEX RECEPTACLE IN FACE OF RAISED BARTOP COUNTER. ICOORINDINATE G OF CONDUIT E)(ACT LOCATION WITH a 4NER PRIOR TO ROUGH -IN. COORDINATE ROUTING THROUGH MILLWORK WITH MILLWORK INSTALLER PRIOR TO ROUGH -IN. CE) 1200\1 DUPLEX RECEPTACLES IN COMPUTER Row TO BE INSTALLED DIRECTLY BEHIND CABINETS. COORDINATE EXA(CT LOCATION WITH OWNER PRIOR TO ROUGH-iN. PROVIDE AREA OF REFUGE TWO-WAY COMMUNICATIONS BASE STATION AS REQUIRED BY 2009 IBC AND LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION. SYSTEM SHALL HAVE TIMED DIAL -OUT CAPABILITY TO A MONITORING LOCATION OR 911, SYSTEM SHALL INCLUDE BOTH AUDIBLE AND VISIBLE SIGNALS. COORDINATE FLOOR BOX LOCATION AND STYLE WITH OWNER PRIOR TO ROUGH -IN. PROVIDE ALL INSERT, COVERS, ETC, FOR A COMPLETE INSTALLATION. Scale.- 3/16" = V-0" E ARCHITECTURE & INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com B.MN JIFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 M, Blake Lawrence Suddeth P.E. #: 69060 ININJIME000,M] MAL I Z SHEET REVISIONS: N u`"E:NERA.L NOTES: A. DO NOT SCALE ELECTRICAL DRAIWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. F. "NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. REFERENCE NOTES: \I/ CONNECT EX'1*—ERIOR LIGHTING CIRCUIT VIA. LIGHTING CONTACTOR FOR AUTOMATIC CONTROL OF FIXTURES. D 0�,2 PROVIDE CEILING MOUN11FED OCCUPANCY SENSOR P— TO OVERRIDE BALL SWITCHE- AN TURN OFF LIGHTS IF ROOM IS UNOCCUPIED FOR MORE THAN 30 M' sUTE-3, COORDIN91E A LOCATION WITH CONDITIONS IN F;EL D, TO, PRONiDE MAXIMUM "OVERAGE OF SPACE. PROVIDE ADDITIONAL SENSORS, RELAYS, POWER PACKS, EIC. ASREQUIRED TO CONTROL ALL LIGHTS IN ROOM. 22 Uj W z 'I I KEY PLAN Joseph, Low pence & Cc Consulfinq Enqineeps 1180 HAPWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 r r L L C L X E C LL 4- C C C C ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I MXWrWWW I rfm"W" 745 orients avenue, suite 1121 altamonte springs, f1 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com DDD Dun an! 0 an go EFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 I I I I I Il/if Q 61549 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 .0 z Clubhouse 0 a UJ Floor Plan z Lighting 0 �u Clubhouse - Floor Plan - Liahtin Scale: 31116" = 1 k-0" E: T 0 E16.14 0' 0 LL .^; C tz"t-NERAL NOTES. - A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. F.Arl MAW I I I z N ill a m B. ALL WORK SHALL COMPLY WI -1H THE 2008 N.-ki Ei EGTIRIC CODP7 , NATIONAL, STATE AND LOCAL CODES. PR 'SIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM F'OR FEEDER WIRE AND CONDUr_1 SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUNA SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE A14 EQUIPMENT GROUND WIRE SIZED PER NEC, D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. F. "N' DESIGNATES NIGHT IjGHT FIXTURE TO BE CONNECTED AHEAD Or' ALL CONTROLS FOR 24 HOUR OPERATION. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH -IN. < D2 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR ('07111STOPPER #UT-355-3 OR APPROVED SUBSTITUTION) FOR CONTROL OF BREEZEWAY LIGHTING. INSTALL SENSOR IN BREEZEWAY CEILING AIND CONNECT PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ADDITIONAL POWER PACKS, SENSORS, CONTROL WIRINIG, LETC. FOR COMPLETE COVERAGE. EACH OCCUPANCY SENSOR SHALL CONTROL LIGHTS IN THE LOCAL AREA OF THE SENSOR ONLY. !:-IXTURES WITH 'NL' SHALL BE CONNECTED AHEAD OF OCCUPANCY SENSOR FOR 24 HOUR OPERATION. PROVIDE AREA OF REFUGE TWO-WAY COMMUNICATION SYSTEM AND CABLING TO MAIN BASE STATION AS REQUIRED BY 2009 IBC AND LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION PRIOR TO ROUGH -IN. PROVIDE EXTERIOR WALL MOUNTED LIGHT FOR BUILDING SIGNAGE. COORDINATE LOCATION WITH ARCHITECTURAL ELEVKPONS AND DETAILS PRIOR TO ROUGH -IN. CONNECT CIRCUIT VIA LIGHTING CIONTACTiOR FOR AUTOMATIC CONTROL OF FIXTURES. KEY PLAN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com ago ago 088 a eo BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLCI5.0038.00 L.SU 22� SHEET REVISIONS: 0 '0 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Building I 0 0! I_Uj z Second Floor Plan Electrical D 1 0. F. lit LAI ar r� Scale: 3/32" = V-0" P J , osepL, Lammence & Co linq Engineeps DOD AVE., SUITE 3000 00 i ALTAMONTE Si i 32714 ; 'EL: �! -21.972.4466 WWW.jLCEi CA NO. 28730 D E 16.21 0 0 '0 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Building I 0 0! I_Uj z Second Floor Plan Electrical D 1 0. F. lit LAI ar r� Scale: 3/32" = V-0" P J , osepL, Lammence & Co linq Engineeps DOD AVE., SUITE 3000 00 i ALTAMONTE Si i 32714 ; 'EL: �! -21.972.4466 WWW.jLCEi CA NO. 28730 D E 16.21 0 FORUM■ �DH`I- A, DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES 44D EQUIPMENT PRIOR TO ROUGH IN. F"NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. 1XV ENACT LIGHTING. ANUFACTURER'S RECOMMENDATIONS, LIGHTING CONTACTOR FOR AUTOMATIC, CONTROL OF FIXTURES. 01. COORDINATE LOCATION AND MOUNTPING HEIGHT OF STAIRIWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH —IN. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR (WATTSTOPPER #UT-355-3 OR APPROVED SUBSTrIFUTION) FOR CONTROL OF BREEZEWAY INSTALL SENSOR IN BREEZECWAY, CEILING AND CONNECT PER M PROVIDE ADDITIONAL POWER PACKS, SENSORS, CONTROL WIRING, ETC. FOR COMPLETE COVERAGE. EACH OCCUPANCY SENSOR SHALL CONTROL LIGHTS IN THE LOCAL AREA OF THE SENSOR ONLY. FIXTURES WITH 'NL' SHALL BE CONNECTED AHEAD OF OCCUPANCY SENSOR FOR 24 HOUR OPERATION. PROVIDE AREA OF REFUGE TWO—WAY COMMUNICATION SYSTEM AND CABLING TO MAIN BASE STATION AS REQUIRED BY 2009 !BC AND LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION PRIOR TO ROUGH —IN. PROVIDE EXTERIOR WALL MOUNTED LIGHT FOR BUILDING SIGNAGE. COORDINATE LOCATION WITH ARCHITECTURAL ELEVATIONS AND DETAILS PRIOR TO ROUGH —IN. CONNECT CIRCUIT VIA Scale: 1/4" = 1'-0" Scale: 3/32" = 1'-0" sr Joseplk Lawpence & Co Consulting Enqineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW,JLCE14G.COM CA NO. 28730 (6 C 0 M C 0 . 15 2 C ARCHITECTURE & INTERIOR DESIGN, INC. PUMIW I MailTEMURE I MEF"IMSM 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Dog 000 Do Do BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 L.§!j ST, J Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Electrical E 16.22 Building 11 Second Floor Plan A SHEET REVISIONS: Building I - Third Floor Plan - Electricd GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE, ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS S44ALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. I D. FIELD, VERIFY EXACT LOCATION OF ALL DEVICES kND EQUIPMENT PRIOR TO ROUGH IN. F. "NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPEP64TION, E N C E N 0" 1 _r E ox COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH —IN. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR (WATTSTOPPER #UT-355-3 OR APPROVED SUBSTITUTION) FOR CONTROL OF BREEZEWAY LIGHTING. INSTALL SENSOR IN BREEZEWAY CEILING AND CONNECT PER MANUFACTURER'S RECOMMENDATIONS, PROVIDE ADDITIONAL POWER PACKS, SENSORS, CONTROL WIRING, ETC. FOR COMPLETE COVERAGE. EACH OCCUPANCY SENSOR SHALL CONTROL LIGHTS IN THE LOCAL AREA OF THE SENSOR ONLY� FD(TURES WITH 'NI! SHALL BE CONNECTED AHEAD OF OCCUPANCY SENSOR FOR 24 HOUR OPERATION. PROVIDE AREA OF REFUGE TWO—WAY COMMUNICATION SYSTEM AND CABLING TO MAIN BASE STATION AS REQUIRED BY 2009 IBC AND LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION PRIOR TO ROUGH —IN. Sr -ale: 3/32" = 1'-0" E KEY PLAN Joseph, Lawrence Cc Consulting Enqineeps 1180 HAQWOOD AYE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321972.4466 111WWJLCENG.COM CA NO. 28730 '0 0) " FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I MOWECMIFE I MER" DESIGN 745 orienta avenue, suite 1121 altamonte springs, f] 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 to C Zephyrhills, FL d JLC15.0038.00 C 0 Z 'a N% L S 2 ......... % vi a OF C I1111111PNAL W, 0 Blake Lawrence Suddeth C P.E. #: 69060 o SET DISTRIBUTIONS: u. .. . ....... 05108/15 Bid & Permit Set 0 -"-- - - ------------------ ----- C m 0 C 0 C SHEET REVISIONS: .0 0 I 24 0 U. 4- 0 0 0 2 - - — - - - - - - - - f 0 E 0 EDITED BY: MARS PROJECT NO. 14-2984 .0 z Building I Z. LU 0 z Third Floor Plan 06 Uj Electrical 0 LU E 16.31 0 LL (9) r 1 1 __ I — , 111- GENERAL NOTES: A, DO NOT SCALE ELECTRICAL DRAWING FOR AWf DIMENSIONS. B. ALL WORK SHALL COMPLY WITH, THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES MID EQUIPMENT PRIOR TO ROUGH IN. F. "NI! DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. 01 IT iiiii 11�� 11, 111 11 COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH —IN. 02 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR (WA711STOPPER #UT-355-3 OR APPROVED SUBSTITUTION) FOR CONTROL OF BREEZEWAY UGHTING. INSTALL SENSOR IN BREEZEWAY, CEILING AND CONNECT PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ADDITIONAL POWER PACKS, SENSORS, CONTROL WIRING, ETC. FOR COMPLETE COVERAGE. EACH OCCUPANCY SENSOR SHALL CONTROL LIGHTS IN THE LOCAL AREA OF THE SENSOR ONLY. FIXTURES WITH 'NL' SHALL BE CONNECTED AHEAD OF OCCUPANCY SENSOR FOR 24 HOUR OPERATION. PROVIDE AREA OF REFUGE TWO —'SAY COMMUNICATION SYSTEM AND 'CABLING TO MAIN RASE STATION AS REQUIRED BY 2009 IBC AND LIFE SAFE1Y CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION PRIOR TO ROUGH —IN. KEY PLAN 21 P, .-leCtrical Scale: 1/44= 3'-01' Scale: 3/32" = 1-0" Josepli, Lowpence & C 0 Consulfinq Enqineeps ,180 HAPWOOD AVE,, SUIT[ 3000 ALTAMONTE SPPINCS, FLOPIDA 32714 TR: 321.972.4466 p, 0 WWWjLGING.ro CA NO.2873 C41 0 2 C FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PILN"NG I A11014MCUM I KrMMDESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com can ago no an BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 8LTX 40% 0.. Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 0 z Building 11 W r) X 0 z Third Floor Plan 0 W Electrical X D W E16.32 0 LL FORUME W. �i vs pl �i LW1 a:I LU i Z J a A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SMALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. F. °NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. ? COORDINA1 E EXACT LOCATION AND MOUNTING ING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITEC PRIOR TO ROUGH —IN. PROVIDE CEILING MOULTED OCCUPANCY SENSOR SWAT-iSTOPPER UTm355— OR APPROVED SUBSTITUTION) FOR CONTROL OF BREEZEWAY LIGHTING. INSTALL SENSOR IN BREEZEWAY CEILING AND CONFECT PER MANUFACTURER'S RECOMME-NDATIONS. PROVIDE ADDITIONAL POKER PACKS, SENSORS, CON T R0L WIRING, ETC. FOR COMPLETE COVERAGE. EACH OCCUPANCY SENSOR SHALL CONTROL LIGHTS IN THE LOCAL AREA OF THE SENSOR ONLY. FIXTURES WITH 'NI_' SHALL BE CONNECTED AHD OF OCCUPANCY SENSOR FOR 24 HOUR OPERATION. FM [ KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. PLMINING I rl1RE I NTEFWR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 121 STATE of Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Building I Fourth Floor Plan Electrical Building I - Fourth Floor Plan - Electrical Scale: 3/32" = 1 `-0°" osepk, L awpenee & Cc Consiallinq Engineers 1180 HAQ COD AVE., SUITE 3000 ALTAMONTE SPPINGS, FLOPIDA 32714 TEL: 321.972.4466 &!'A W.JLCENG.COM CA NO. 28730 E 16.41 GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY, DIMENSIONS. ARCHITECTURE & N H2-23 Electrical Scale: B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD 'VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. F. "NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. i oll 111I al 1 ) COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH —IN. 02 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR (WATTSTOPPER #UT-355-3 OR j APPROVED SUBSTITUTION) FOR CONTROL OF BREEZEWAY LIGHTING. INSTALL SENSOR IN BREEZEWAY CEILING AND CONNEOCT PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ADDITIONAL POWER PACKS, SENSORS, CONTROL WIRING, ETC. FOR COMPLETE COVERAGE. EACH OCCUPANCY SENSOR SHALL CONTROL LIGHTS IN THE LOCAL AREA OF THE SENSOR ONLY. -FIXTURES WITH 'NL' SHALL BE CONNECTED AHEAD OF OCCUPANCY SENSOR FOR 24 HOUR OPERATION. Josepk, Lcnvrence & cc Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 3211.972_4466 WWW !LCENG.COM CA i4O. 28730 INTERIOR DESIGN, INC. N"04G I ARC 4MCRM I INTIMIMMSIGN 745 orienta avenue, suite 1121 altarnonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.foruma-rch-itecture.com BOB ago go no 11 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset A Apartments Zephyrhills, FL JLC15.0038.00 L OF .X Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJPJBLS PROJECT NO. 14-2984 Building 11 Fourth Floor Plan Electrical Scale: 3/32" = V-01' r:6 I.I. I, _ I; ! 11 Unit A3 Floor Plan - Electrical Scale: 1/4" = 1'-0" Scale: 1 /4" = 1'-0" GENERAL NOTES. A. DO NOT SCALE ELECTRICAL DRAWINGS FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER, COMBINATION —TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER —RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE DETECTORS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2009 EDITION, SECTION 30.3.4.5. 1 A* - ar ` Mr Scale: 114" = 1'-0" MECHANICAL, UNIT DISCONNECT SWITCH TO BE PROVIDED BY DIV. 15 CONTRACTOR AND INSTALLED BY D€V. 16 CONTRACTOR. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR TO MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31, PROVIDE 120V ELECTRICAL CONNECTION FOR HOOD CONNECTION. INSTALL JUNCTION BOX AT 787AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. U4 REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL CONNECTION TO UNIT'S ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. COORDINATE ROUTING OF CONDUIT THROUGH BUILDING WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT LENGTH PER FBC AND NEC. PROVIDE COMBINATION 120V TAMPER RESISTANT RECEPTACLE AND USB CHARGER OUTLET (COOPER #TR7740 OR APPROVED SUBSTITUTION). COLOR AS SELECTED BY OWNER. PROVIDE JUNCTION BOX SIZED AS REQUIRED BY NEC AND MANUFACTURER FOR DEVICE. COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROUGH —IN. 07 12"x18"0" DEEP FLUSH MOUNTED. CABINET WITH DOOR FOR TELEPHONE AND TV CABLE TERMINATIONS. "NTC" CABINET. INSTALL AT 52"AFF TO BOTTOM OF CABINET, CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. �8 PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH I EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 48"AF17. 11 PROVIDE 240V/50A/10 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQU199MENT INSTALLER PRIOR TO ROUGH —IN. 12 PROVIDE 24011/30 ,,10 OUTLET FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 13 PROVIDE 120V OUTLET FOR WASHER, 36"AFF. 14 LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER HEIGHT. COORDINATE LOCATION WITIrI OWNER PRIOR TO ROUGH —IN. 15 PROVIDE HARD WIRED ELECTRICAL DOOR BELL AT VISUALLY IMPAIRED DWELLING UNIT PRIMARY ENTRANCES AS REQUIRED. COORDINATE UNITS THAT REQUIRE BELLS AND/OR FLASHERS WITH OWNER/ARCHITECT PRIOR TO ROUGH --IN. INSTALL AND CONNECT TO NEAREST 120V CIRCUIT IN DWELLING UNIT PER MANUFACTURER'S RECOMMENDATIONS. 16 THE ELECTRICAL CONTRACTOR SHALL PROVIDE VISUAL FIRE ALARM NOTIFICATION APPLIANCES IN ALL UNITS DESIGNATED HEARING IMPAIRED ACCESSIBLE UNITS. REFER TO ARCHITECTURAL PLANS FOR UNIT QUANTITIES AND LOCATIONS. 17 CONNECT MECHANICAL UNIT VIA INTEGRAL UNIT DISCONNECT. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. 18 INSTALL WALL SWITCH FOR CONTROL OF KITCHEN HOOD IN UFAS UNIT. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH —IN. F �G Joseph, ca 11vPenf-C c® rips l inq Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW!LCEN'G.COM CA NO. 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLAMIM I SURE I WTERMDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com aan 00p ago �U 0 0 �0 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments t� Zephyrhills, FL a; c J LC 15.0038.00 0 � `�tttli[flfj��r s . �01 00 , C .. " t O • Cl s Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: u EDITED BY: IMAMS PROJECT NO. 14-2984 0 z z c� N W tY 0_ ry z Z Enlarged Unit Plans LU LU Electrical U F- 2 U 0: E 16.61 0 U. 0 REFERENCE NOTES: (D FORunn■ Unit B2 Floor Plan - Electrical Scale: 1/4" = V-0" A. DO NOT SCALE ELECTRICAL DRAWINGS FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE, ALL CIRCUITS NOT I SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWEIJNG UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER -RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE DETECTORS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2009 EDITION, SECTION 30.3.4.5. Unit B1 Floor Plan - Electrical C2) PROVIDE CIRCUIT BREAKER FEEDING WATER HATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31. 03 PROVIDE 120V ELECTRICAL CONNECTION FOR HOOD CONNECTION. INSTALL JUNCTION BOX AT 78'"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH -IN. REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL CONNECTION TO UNIT'S ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE ROUTING OF CONDUIT THROUGH BUILDING WITH GENERAL CONTRACTOR PRIOR TO ROUGH -IN. INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT LENGTH PER FBC AND NEC. PROVIDE COMBINATION 120V TAMPER RESISTANT RECEPTACLE AND USB CHARGER OUTLET (COOPER #TR7740 OR APPROVED SUBSTITUTION). COLOR AS SELECTED BY OWNER. PROVIDE JUNCTION BOX SIZED AS REQUIRED BY NEC AND MANUFACTURER FOR DEVICE. COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROUGH -IN, (D 112"X18"0" DEEP FLUSH MOUNTED CABINET WITH DOOR FOR TELEPHONE AND TV CABLE TERMINATIONS. "NTC" CABINET. INSTALL AT 52"AFF TO BOTTOM OF CABINET. CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. �5 PROVIDE 12011 OUTLET FOR REFRIGERATOR, 487AFF. 3 PROVIDE 24OV/50A/10 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. 012.1 PROVIDE 24OV1130A/10 OUTLETI FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. 13 PROVIDE 120V OUTLET FOR WASHER, 36"AFF. 14 LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER HEIG14T. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH -IN. 15 PROVIDE HARD WIRED ELECTRICAL DOOR BELL AT VISUALLY IMPAIRED DWELLING UNIT PRIMARY ENTRANCES AS REQUIRED. COORDINATE UNITS THAT REQUIRE BELLS AND/OR FLASHERS WITH OWNER/ARCHITECT PRIOR TO ROUGH -IN. INSTALL AND CONNECT TO NEAREST 120V CIRCUIT IN DWELLING UNIT PER MANUFACTURER'S RECOMMENDATIONS. 16, THE I: E ELECTRICAL CONTRACTOR SHALL PROVIDE VISUAL FIRE ALARM NOTIFICATION APPLIANCES IN ALL UNITS DESIGNATED HEARING IMPAIRED ACCESSIBLE UNITS. REFER TO ARCHITECTURAL PLANS FOR UNIT QUANTITIES AND LOCATIONS. 17 CONNECT MECHANICAL UNIT VIA 'INTEGRAL UNIT DISCONNECT. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. !7 Josepk, LC1WPenCQ & cc Consulting f ngineeips 11 80 HARWOOD AVE., SUITE 3000 ALTAMONTE SM14GS, FLORIDA 327114 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. NAMIM I AIRICIVEMIFE I MUZIMDESIGN 745 orients avenue, suite 1121 altamonte springs, fI 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 ORIOk-"C Blake Lawrence Suddeth P.E. #: 69060 A SHEET REVISIONS: 0 EDITED BY: MJRIBLS '48 PROJECT NO. 14-2984 Enlarged Unit Plans Electrical Scale: 1/4" = V-0" Scale: 1,14" = V-0" E 16.62 Unit B5-UFAS Floor Plan - Electrical Scale: 1/4" = 1,-0„ Scale: 1/4" = V-0" GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWINGS FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER -RESISTANT AS REQUIRED BY NEC 406,12. G. ALL SMOKE DETECTORS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2009 EDITION, SECTION 30.3.4.5. Unit B4-UFAS Floor Plan - Electrical 0 MECHANICALDISCONNECT f BE PROVIDED BY DIV. 15 CONTRACTOR AND INSTALLED BY 16 OT-` f• f�-� fC . ON WITH MECHANICAL CONTRACTOR f MAINTAIN ALL CLEARANCES REQUIRED BY PROVIDEf BREAKER HANDLE • r NEC 422.31. INFORMATION.03 PROVIDE 1210V ELECTRICAL CONNECTION FOR HOOD CONNECTION. INSTALL JUNCTION BOX AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR 10 ROUGH -IN. REFER'TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL CONTRACTOR05 PROVIDE ELECTRICAL CONNECTION TO UNIVS ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL ..frCOORDINATE OF CONDUIT THROUGH BUING WITH GENERAL CONTRACTOR i• ,.f' .r PRIOR TO R INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT PER FBC AND NEC. ,6 PROVIDE COMBINATION `120V TAMPER RESISTANT RECEPTACLE AND B CHARGER OUTLET f 3 APPROVED ON COLOR B PROVIDEREQUIRED f R fR COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROU(3H-IN. is DEEP FLUSH MOUNTED CABINET WITHDOOR 1] N TV CABLE TERMINATIONS. i. BOTTOM CONTRACTOR CONFIGURATION. PROVIDE • 120V CONNECTION FORDISHWASHER. COORDINATEOREQUIREMENTS AND LOCATION EQUIPMENT INSTALLER iY'...Y;- TO ROUGH -IN. OUTLETPROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROU H-IN. PROVIDE 120V m PROVIDE f fy 0 OUTLET FOR RANGE. COORDINATE• II LOCATION EQUIPMENT O PRIOR :f• TO • f . PROVIDE f. . f 1 FOR DRYER. f;fr CONFIGURATION f LOCATIONQ PRIOR.O PROVIDE , OUTLET LOCATE, 120V RECEPTACLE IN LOW WALL BELOW- • COORDINATE LOCATION OWNERWITH r•f' Ti ROUGH -IN. 05 CONNECT MECHANICAL . . INTEGRAL "ate: UNIT DISCONNECT. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. INSTAL, OOD IN UFAS UNIT. COORDINATE EXACT ♦ _ ARCHITECTURAL DRAWINGS PRIOR TO •f Scale: 1/4" = 1 -O" & C Joseph, Lawrence & Cc Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WW`A'.JLCENG.COM CA NO. 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. P -Mt, ING I ARCHITECTURE I KSWR WSIM 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830,14.00 fax: 407.830.4143 AA0002731' www.forumarchitecture.com B I P ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL J LC 15.0038.00 • 6 • �. .8 OF • A AN Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 0 z z 0 Of z z Enlarged Unit Plans UJ W Electrical U LLI L U E 16.63 0 U. 0 E C— Cu 219 25 WP M Unit C2-UFAS Floor Plan - Electrical Scale: 1 /4" = 1'-0" f � P £. ------- ..__ ._ __. _ —►• i a 7! - =M j is @E 12 / F 16 ,I 1 ,. II C1 a £ q C-21 s "n Cd 24,' a 1 1 3lL '- 10 2 GF11 C-1 I u r e_ ,.., EL 'C'O D4 / .. s C� 9 \ EF ru I� J f -------------- Af, f C£ B I FF 3 _ EF 1 ° C-2:• e ;j 13 I \ 1 Z i £ FloorUnit C1 Electrical i I C-10 12 $ 16 s Gh I t C C I 1310 3 G �� Ic C C=3 GFf j a GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWINGS FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE l AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED' ARC —FAULT CIRCUIT INTERRUPTER, COMBINATION —TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER —RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE DETECTORS IN DWELLING UNITS SHALL. BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2009 EDITION, SECTION 30.3.4.5. Joseph, Lawpence & Co Consulting Ingineeips, 1180 HARWOOD AVE,, SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 b FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLAud M I NCK EC WRE I 745 orienta avenue, suite 1121 I altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 ummerset Apartments Zephyrhills, FL J LC 15.0038,00 `gt�1t1l8l/�t, • n • OF lilt A Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: i 0 SHEET REVISIONS: EDITED BY: MJwBLS PROJECT NO. 14-2984 Enlarged Unit Plans Electrical Scale: 1 /4" e V-0" t.jm'. " 15 ELECTRIC FIRE PUMP CONTRO U 1 14 7 -JOCKEY PUMP CONTROLLER f 1-25-. 2 30 25 DWBP-1c-r-- IG ` H 1-19:21:23 HAG �IN, Ell H1-16 �\ Enlarged Plan Fire Pump Room - Electrical Scale: 1/4" = 1'-0" Enlarged Plan ,� E_lev�ato�r2�-4�th Floor -Electrical Scale: 1 /2" = 1'-0" Enlarged Plan Elevator 2 - 1st Floor - Electrical Scale: 1 /2" = 1'-0" A. DO NOT SCALE ELECTRICAL DRAWINGS FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWEUNG UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 1 5A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER -RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE DETECTORS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2009 EDITION, SECTION 30.3.4.5. Enlarged Plan Elevator 1 - 4th Floor - Electrical --nlarged Plan Floor Scale. 1 /2" = 1'-0" Scale: 1 /2" = 1'-0" ■ r. ,1 REFER TO ELEVATOR SHOP DRAWINGS FOR EXACT LOCATIONS OF ELECTRICAL WORK IN ELEVATOR PIT AND MACHINE ROOM. PROVIDE CONNECTION SWITCHES, LIGHTS AND RECEPTACLES AS PER NEC 620.23 AND 24. CONNECT FIRE ALARM AND TELEPHONE DEVICES IN ELEVATOR SHAFT LOBBY AND EQUIPMENT ROOM PER STATE FIRE MARSHALL REQUIREMENTS'. 2 PROVIDE LOCKABLE RK5 DISCONNECT SWITCH WITH 20A AUXILIARY CONTACTS, REJECTION CLIPS AND RK5 FUSES AS REQUIRED BY ELEVATOR INSTALLER. CONNECT ELEVATOR CONTROLLER. REFER TO PANEL SCHEDULES FOR ADDITIONAL INFORMATION. 3 30A, 120V LOCKABLE DISCONNECT SWITCH WITH REJECTION CLIPS AND 20A RK5 FUSE. LABEL "ELEVATOR. CAB LIGHTS". CONNECT ELEVATOR CONTROLLERS: (2)#12 AND (1)#12 GND. IN 1/2"C. �4 ELEVATOR CAB TELEPHONE. COORDINATE WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH -IN. 05 COORDINATE DISCONNECT SIZE, BREAKER SIZE, AND CONDUIT/CONDUCTOR SIZING WITH APPROVED ELEVATOR SHOP DRAWINGS AND PROVIDE AS REQUIRED. © MOUNT HEAT DETECTOR WITHIN 24" OF FIRE PROTECTION SPRINKLER HEAD. FIELD COORDINATE PRIOR TO ROUGH -IN. 70 CONNECT ELEVATOR SHAFT LIGHTING ON TOP FLOOR TO ELEVATOR PIT LIGHTING ON FIRST FLOOR. FIXTURES TO BE CONTROLLED BY 3-WAY SWITCH AS SHOWN ON PLANS. ® ELEVATOR RECALL CONTROL MODULES. COORDINATE WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH-IN. 9 ELEVATOR POWER SHUTDOWN CONTROL MODULE. 10 ELEVATOR POWER SHUTDOWN CONTROL CIRCUIT SUPERVISORY MONITOR MODULE. 11 ELEVATOR PHASE 1 EMERGENCY RECALL VISUAL SIGNAL CONTROL MODULE. COORDINATE TERMINATION REQUIREMENrlS WITH ELEVATOR CONTROLLER. 12 PROVIDE AREA OF REFUGE TWO-WAY COMMUNICATION SYSTEM AND CABLING TO MAIN BASE STAT ION AS REQUIRED BY 2009 IBC AND LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION PRIOR TO ROUGH -IN. 13 PROVIDE 208V`30 CONNECTION TO DOMESTIC WATER BOOSTER PUMP. COORDINATE CONNECTION REQUIREMENTS WITH PLUMBING INSTALLER PRIOR TO ROUGH —IN. PROVIDE DISCONNECT SWITCH IF REQUIRED BY MANUFACTURER. SIZE DISCONNECT AND FUSES AS RECOMMENDED BY MANUFACTURER. 14 COORDINATE ALL ELECTRICAL CONNECTIONS IN FIRE PUMP ROOM WITH FIRE PROTECTION SHOP DRAWINGS PRIOR TO ROUGH —IN. PROVIDE ALL ELECTRICAL AS REQUIRED FOR A COMPLETE OPERATIONAL SYSTEM. 15 PROVIDE CONNECTION FOR ELECTRIC FIRE PUMP CONTROLLER AS REQUIRED TO COMPLY WITH NEC 695. REFER TO POWER RISER DIAGRAM #2 ON SHEET E16.65 FOR ADDITIONAL INFORMATION. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLMNW I AMCWWRE I NIFERMIDEMN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 o v, v ° i s ATg OF •` QNAL W%N Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: __._. _ _____________________ . 0 C _ e,_.._.�._-_._-____ _e ___ _.__ E U , EDITED BY: MJR/BLS 0 PROJECT NO. 14-2984 I - Enlarged Floor Plans - Electrical Joseph, Lawpence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITS 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENG.COM CA NO. 28730 E 16.65 REFERENCE NOTES: o 01 REFER TO CIVIL DRAWINGS FOR LOCATION OF UTILITY TRANSFORMER. �2 COORDINATE ALL REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. �3 COORDINATE ROUTING OF SERVICE ENTRANCE RATED CABLE WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH-IN. 4 COORDINATE LOCATION WITH CIVIL DRAWINGS, OWNER AND UTILITY COMPANY PRIOR TO ROUGH -IN. PROVIDE METER LABELING AS REQUIRED BY UTILITY COMPANY. PROVIDE HARD WIRED SURGE PROTECTIVE DEVICE OF SAME MANUFACTURER AS METER CENTER. ` PROVIDE IDENTIFICATION SIGNAGE ON MAIN DISCONNECTS AS REQUIRED TO CONFORM WITH NEC 230.2(E) AND LOCAL UTILITY COMPANY. PROVIDE CONNECTION FOR 125HP ELECTRIC FIRE PUMP AS REQUIRED BY NEC ARTICLE 695. COORDINATE ALL REQUIREMENTS WITH FIRE PROTECTION CONTRACTOR PRIOR TO ROUGH -IN'. METER CENTER -1 SQUARE 'D' "EZ METER-PAK" METER CENTER' 1,200A, 120/208V, 30, 4W, NEMA 3R MAIN SECTION WITH 1,200A, 3P MAIN CIRCUIT BREAKER WITH (40) 125A, 208V, SQUARE 'D' - "EZ METER-PAK" METER SECTION. 10, 3W, NEMA 3R METER SOCKETS WITH (8) 125A/2P TENANT 225A, 120/208V, 30, 4W, NEMA 3R, COMMERCIAL SERVICE BREAKERS AND (32) 11OA/2P TENANT SERVICE METER SECTION WITH 225A, 3P SERVICE BREAKER. BREAKER. MINIMUM AIC RATING SHALL BE 42K MINIMUM AIC RATING SHALL BE 42K"_\ 6 FIRE PUMP ROOM 4 r AIC=38,701 A P 125HP, 208V, 30, SERVICE I` ENTRANCE RATED FIRE I PUMP CONTROLLER' I O k HOUSE LIGHTING I PNL. 'H1' CONTACTOR 7 REFER TO rg 225A MLO. I NEW 120/208V 30 120/208V DETAIL UTILITY PAD MOUNTED 10, 3W t TRANSFORMER H i AVAILABLE SCC = 57,096A Mo M M 1200 ) t C 2 1 B 5 N G I GN mom mot r fIjjWND Ll 125HP, 208V, 30 ELECTRIC - ILL-LL FIRE PUMP. COORDINATE WITH FIRE PROTECTION G A INSTALLER #3/0 CU. GND. BONDED TO METER CENTER #1 MAIN GROUND SYSTEM , PROVIDE INTER -SYSTEM BONDING JUMPER:�� (1) #3/0 CU GROUND IN 1" CONDUIT TO 5/8" x 30'-0" CU CLAD GROUND THREE POINT GROUND #3/0 CU FIELD, METALLIC WATER PIPE, CONCRETE ENCASED ELECTRODE AND BLDG STEEL BUILDING #3/0 CU STEEL #3/0 CU METALLIC WATER PIPE CONCRETE ENCASED ewer Riser Diagram - fteter Center 1 u CONDUIT & CONDUCTOR SIZES: 0 O 4 SETS [4#500 kcmil AL., 4"C.] 4#300 kcmil AL., 1 #2 AWG AL GND., 3"C. ® 3#1 /0 AWG AL., 1 #4 AWG AL. GND., SER CABLE 0 3#2/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE Q 3#3/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE 3#4/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE Q 4#600 kcmil CU., 4"C. 4#600 kcmil CU., 1#2 AWG CU. GND., 4"C. GENERAL NOT IA. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES.. PROVIDE GROUNDING AND BONDING PER NEC 250 C. COORDINATE ALL WORK WITH LOCAL UTILITY COMPANY. UNIT UNIT UNIT UNIT UNIT UNIT UNIT" UNIT UNIT UNIT PNL 'C' PNL. 'C' PNL. 'A' PNL. 'A' PNL. 'B' PNL. 'B' PNL 'B' PNL. 'B' PNL. 'B' PNL. 'W 125A MLO 125A MLO 110A MLO 110A MLO110A MLO 110A MLO 110A MLO 110A MLO 110A MLO 110A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208VI 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT PNL 'C' PNL. 'C' PNL. 'A' PNL. 'A' PNL. 'B' PNL 'B' PNL. $B' PNL 'B' PNL 'B' I PNL 'B' 125A MLO 125A MLO 11OA MLO 11OA MLO 11OA MLO 110A MLO 11OA MLO 110A MLO 110A MLO , 11OA MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W ' 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W I 110, 3W UNIT UNIT UNIT UNIT UNIT UNIT I UNIT UNIT , UNIT UNIT PNL. 'C' PNL. 'C' PNL. 'A' PNL. 'A' PNL. 'B' PNL. 'B' PNL 'B' PNL 'B' ' PNL 'B' PNL 'B' 125A MLO 125A MLO 110A MLO 111OA MLO 11OA MLO 110A MLO 11OA MLO 110A MLO 11OA MLO 11OA MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W D D C C D D D I E F F L' AIC=16,866A I UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT r r PNL: C a s PNL. C a r PNL A a s PNL A v v PNL. B r r PNL B a v PNL B a a PNL. B a s PNL. B a r PNL B 125A MLO 125A MLO 110A MLO 11OA MLO 11OA MLO 11OA MLO 110A MLO 110A MLO 110A MLO 110A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 1,20/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 'T'f 10, 3W 10, 3W 10, 3W 10, 3W T _ 10, 3W L-J---, - 10, 3W a ... '° 10, 3W NOTE: PER (FBC 505.7.3): FEEDERS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 2% AT DESIGN LOAD. BRANCH CIRCUITS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 37o AT DESIGN LOAD. NO SCSIe FOURTH 11t:11t1rit ;111 Josepk Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 I ,I s FORUME 1°1 5 z ARCHITECTURE & r INTERIOR DESIGN, INC. Pumm I AROHITmTURE I NTERIOR DESIGN Mf � 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731' www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL J LC 15.0038.00 m. �Te( , ewr .'.0,'-. fM OF° �llitXfill'%tqi : Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 't A SHEET REVISIONS: C EDITED BY: MAUS � v PROJECT NO. 14-2984 z w c 0 z Building W Power Riser Diagram rr a W 1. c� a E 16,71 5 0 LL 1 s REFERENCE NOTES: o CONDUIT &CONDUCTOR SIZES: O MIN100111M, �' � FORUME 10 REFER TO CIVIL DRAWINGS FOR LOCATION OF UTILITY TRANSFORMER. 20 COORDINATE ALL REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. O COORDINATE ROUTING OF SERVICE ENTRANCE RATED CABLE WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH -IN. ® COORDINATE LOCATION WITH CIVIL DRAWINGS, OWNER AND UTILITY COMPANY PRIOR TO ROUGH -IN. PROVIDE METER LABELING AS REQUIRED BY UTILITY COMPANY. O5 PROVIDE HARD WIRED SURGE PROTECTIVE DEVICE OF SAME MANUFACTURER AS METER CENTER. �6 PROVIDE IDENTIFICATION SIGNAGE ON MAIN DISCONNECTS AS REQUIRED TO CONFORM WITH NEC 230.2(E) AND LOCAL UTILITY COMPANY. O 4 SETS [4#500 kcmil AL., 4"C.] © 4#2/0 AWG AL., 1 #4 AWG AL. GND., 2"C. 3#1 /0 AWG AL., 1 #4 AWG AL. GND., SER CABLE OD 3#2/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE OE 3#3/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE OF 3#4/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250 C. COORDINATE ALL WORK WITH LOCAL UTILITY COMPANY. UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'C' PNL. 'B' PNL 'A' PNL. 'B' PNL. 'A' PNL. 'B' PNL. 'B' PNL. 'B' PNL. 'B' 125A MLO 11OA MLO 11OA MLO 110A MLO 11OA MLO 11OA MLO 11OA MLO 11OA MLO 110A MLO 120/208V 120/208V 129/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT PNL 'C' PNL. 'B' PNL. 'A' PNL. 'B' PNL. 'A' PNL. 'B' PNL. 'B' PNL. 'B' PNL. 'B' 125A MLO 11OA MLO 11OA MLO 110A MLO 11OA MLO 11OA MLO 11OA MLO 110A MLO 11OA MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10,. 3W UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'C' PNL. 'B' PNL 'A' PNL. 'B' PNL. 'A' PNL. 'B' PNL. 'B' PNL. 'B' PNL 'B' 125A MLO 110A MLO 11OA MLO 11OA MLO 11OA MLO 110A MLO 11OA MLO 11OA MLO 11OA MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V METER CENTER J2 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W I SQUARE 'D' "EZ METER-PAK" METER CENTER I 1,200A, 120/208V, 30, 4W, NEMA 3R MAIN SECTION WITH 1,200A, 3P MAIN CIRCUIT BREAKER WITH (36) 125A, 208V, ! 10, 3W, NEMA 3R METER SOCKETS WITH (4) 125A/2P TENANT SERVICE BREAKERS AND (32) 11OA/2P TENANT SERVICE I I BREAKER. MINIMUM AIC RATING SHALL BE 65K D C G C G C D. E SQUARE 'D' "EZ METER-PAK" METER SECTION. 125A, 120/208V, 30, 4W, NEMA 3R, COMMERCIAL METER SECTION WITH 125A, 3P SERVICE BREAKER. 6 MINIMUM AIC RATING SHALL BE 42K 4 �I AIC=38,701 A O 1mg W to to M otg AIC=16 866A HOUSE LIGHTING UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'H2' CONTACTOR PNL. C PNL. B PNL. A PNL. B_ PNL. A PNL. 'B'B PNL B PNL B PNL "B 125A MLO REFER TO 125A MLO 110A MLO 110A MLO 110A MLO 110A MLO 110A MLO 110A MLO 110A MLO 110A MLO NEW 120/208V 30 120/208V DETAIL 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V UTILITY PAD MOUNTED 10, 3W to 19 119 to 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W TRANSFORMER AVAILABLE SCC = 57,096A 1� ) 2 1 B GNBON 5DP PROVIDE INTER -SYSTEM BONDING JUMPER #3/0 CU BUILDING STEEL #3/0 CU --,, (1) #3/0 CU GROUND IN 1" CONDUIT TO 5/8" x 30'-0" CU CLAD GROUND THREE POINT GROUND FIELD, METALLIC WATER PIPE, CONCRETE ENCASED ELECTRODE AND BLDG STEEL ,---#3/0 CU METALLIC WATER PIPE CONCRETE ENCASED Power Riser Diagram - Meter Center 2 NOTE: PER (FBC 505.7.3): FEEDERS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 2% AT DESIGN LOAD. BRANCH CIRCUITS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 3% AT DESIGN LOAD. No Scale THIRD FLOOR FIRST FLOOR iosepk Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. PLAneOIG I A WHM-CTuIME I WMM DESIM 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 ! AA0002731 www.forumarchitecture.com ono onn non nn a �o BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 �LS1�!: e �0 STATE OF ti Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: m EDITED BY: MJWBLS 8 PROJECT NO. 14-2984 L U z z c W 0 0 of Building 11 z Ld W Power Riser Diagram lY 0 W U E 16.72 0 IL (9 r- 1 I r j I I � T � 1 0 0i REFER TO CIVIL DRAWINGS FOR LOCATION OF UTILITY TRANSFORMER. COORDINATE ALL REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH —IN AND PROVIDE AS REQUIRED. COORDINATE ROUTING OF SERVICE ENTRANCE RATED CABLE WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH —IN. �4 COORDINATE LOCATION WITH CIVIL DRAWINGS, OWNER AND UTILITY COMPANY PRIOR TO ROUGH —IN. PROVIDE METER LABELING AS REQUIRED BY UTILITY COMPANY. O5 PROVIDE HARD WIRED SURGE PROTECTIVE DEVICE OF SAME MANUFACTURER AS METER CENTER. 60 PROVIDE IDENTIFICATION SIGNAGE ON MAIN DISCONNECTS AS REQUIRED TO CONFORM WITH NEC 230.2(E) AND LOCAL UTILITY COMPANY. 0 3 SETS [4#400 kcmil AL., 3"C.] 4#2/0 AWG AL., 1 #4 AWG AL. GND., 2"C. ® 3#1 /0 AWG AL., 1 #4 AWG AL. GND., SER CABLE O 3#2/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE O 3#3/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE OF 3#4/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. :41111U19111UJillus ISO I r r Joseph, Lawrence & Co Consuffing Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W WW.iLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. PLAWNG I MCHITIEM E 11V rMM DMM 745 orients avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MARS PROJECT NO. 14-2984 Building ll Power Riser Diagram CONCRETE ENCASED Power Riser . s m - Meter Center 3 _I No Scale E 16.73 I III 1 ,I ,.: , r WfW no r r. T-* ' R '11 FORUME L 2 1 NEW 120/240V 10 UTILITY PAD MOUNTED TRANSFORMER 2 SETS [4#4/0 AWG AL. IN 2-1/2"C.] GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. COORDINATE ALL WORK WITH LOCAL TELEPHONE/TELEVISION SERVICE PROVIDER D. COORDINATE EXACT TELECOMMUNICATIONS REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN. 3/4"C (MIN) W/PULL STRING NEW MAIN T.T.B. 4'x4' FIRE RETARDENT TYP. TELECOM OUTLET PLYWOOD PAINTED GRAY NOTE: COORDINATE EXACT TELECOM REQUIREMENTS I TT\ WITH OWNER PRIOR TO ROUGH -IN. #6 CU. GND 2" EMPTY CONDUIT FOR TELEPHONE/CABLE TV SERVICE. COORDINATE ROUTING AND EXACT TELECOM CONNECTION POINTS WITH LOCAL TELEPHONE/CABLE COMPANY Telecom Riser Diagram - Clubhouse FIRST FLOOR No Scale EXTERIOR BUILDING SHUNT TRIP- METER �I0I 2 SETS [4#4/0 AWG AL. IN 2-1/2"C.] CLUBHOUSE 1. AIC=21,464A I PANEL 'CH' I 400A MCB 120/208V LIGHTING 30, 4W CONTACTOR #2 AWG CU SYSTEM BONDING JUMPER POOL VAC PAK I AIC=5,524A I PANEL 'CPP' 100A MLO 120/208V 30, 4W NG BOND SPD I i BUILDING STEEL #2 CU CONCRETE ENCASED 4#1 AWG AL. & 1 #6 AWG AL. GND. IN 1-1/2"C. (1) #2 CU GROUND IN 1" CONDUIT TO 5/8"x30' CU CLAD GROUND THREE POINT GROUND FIELD, METALLIC WATER PIPE, CONCRETE ENCASED ELECTRODE AND BLDG STEEL #2 CU METALLIC WATER PIPE FINISHED GRADE No Scale GENERAL NOTES: XamAymiliml A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250 C. COORDINATE ALL WORK WITH LOCAL UTILITY COMPANY. 01 REFER TO SITE PLAN - ELECTRICAL, SHEET E16.01 FOR LOCATION OF UTILITY TRANSFORMER. 02 COORDINATE ALL CONNECTION REQUIREMENTS OF NEW SERVICE WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. O3 PROVIDE HARD WIRED SURGE PROTECTIVE DEVICE OF SAME MANUFACTURER AS PANELBOARD. �4 COORDINATE LOCATION AND ALL REQUIREMENTS FOR POOL PANEL WITH POOL CONTRACTOR PRIOR TO ROUGH -IN. PROVIDE ALL ELECTRICAL REQUIRED FOR A COMPLETE ELECTRICAL INSTALLATION. NOTE: PER (FBC 505.7.3): FEEDERS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 2% AT DESIGN LOAD. BRANCH CIRCUITS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 3% AT DESIGN LOAD. A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE, NATIONAL, NFPA 72, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. PROVIDE 120VAC SURGE SUPPRESSION AND LOW VOLTAGE FIRE ALARM CIRCUIT SURGE SUPPRESSION. D. PROVIDE NOTIFICATION APPLIANCE CIRCUITS AND POWER SUPPLIES AS REQUIRED. E. REFER TO POWER AND SYSTEMS FLOOR PLANS FOR FIRE ALARM EQUIPMENT COUNT. F. PROVIDE 1" CONDUIT FROM FACP TO TTB. G. ALL FIRE ALARM CIRCUITS SHALL BE IN CONDUIT. PROVIDE ALL REQUIRED MONITORING AND CONTROL OF MECHANICAL UNITS AS REQUIRED BY AUTHORITY HAVING JURISDICTION. H. VERIFY FIRE PROTECTION FLOW AND TAMPER SWITCH LOCATION WITH FIRE PROTECTION DRAWINGS. PROVIDE ALL REQUIRED MONITORING OF FIRE PROTECTION SYSTEM. FIRE ALARM CONTROL PANEL BATTERY FAAP NOTE: FIRE ALARM SYSTEM RISER DIAGRAM IS DIAGRAMMAIICAL. SEE FLOOR PLANS FOR EXACT QUANTITIES OF DEVICES. WIRING SHALL BE AS RECOMMENDED BY SYSTEMS MANUFACTURER. Fire Alarm Riser Diagram - Clubhouse No Scale Joseph, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENC.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. ICI 745 orients avenue, suite 1121 I altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 1300 000 00 0o 0 0 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL J LC 15.0038.00 :L 60 f ' fi r 4Iff � Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJRIBLS PROJECT NO. 14-2984 Clubhouse Riser Diagrams E 16.74 FORUME Buildings I & II - Telecommunications Riser Diagram No Scale NOTE: COORDINATE EXACT TELEPHONE & DATA REQUIREMENTS WITH OWNER AND TELECOM PROVIDER PRIOR TO ROUGH —IN. FIRE ALARM CONTROL PANEL (REFER TO FLOOR PLANS) — BATTERY NOTE: FIRE ALARM SYSTEM RISER DIAGRAM IS DIAGRAMMATICAL. SEE FLOOR PLANS FOR EXACT QUANTITIES OF DEVICES. WIRING SHALL BE AS RECOMMENDED BY SYSTEMS MANUFACTURER. Buildings I & II - Fire Alarm Riser Diagram _ET No Scale Buildings I & II - Cable/Coax Riser Diagram No Scale GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250 C. COORDINATE ALL WORK WITH LOCAL UTILITY COMPANY. NOTE: COORDINATE EXACT CABLE REQUIREMENTS WITH OWNER AND TELECOM PROVIDER PRIOR TO ROUGH —IN. 11 Joseph, Lawence & Co Consulting Engineees 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW,JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. RAWAM I NZOWWWW I rfwamm, 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 .`�>>lliillfll��t, WA'tE OF Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MARS PROJECT NO. 14-2984 z c� N IU !Y 0 lY W Z z System Riser Diagrams 06 U w L z 0 E 16.75 0 U. 1- 1 --L-- - -�- - RESIDENTIAL UNIT TYPE'A' ELECTRICAL SERVICE LOAD SUMMARY 800 SQUARE FT. x 3 VA = 2,400 VA GENERAL UGHTING RECEPTACLE LOAD 1,500 VA x 2 = 3,000 VA SMALL APPLIANCE LOAD 1,500 VA x 1 = 1,500 VA WASHING MACHNE 4,500 VA x 1 = 4,500 VA ELECTRIC DRYER 4,500 VA x 1 = 4,500 VA ELECTRIC WATER HEATER 1,000 VA x 1 = 1,000 VA DISHWASHER 740 VA x 1 = 740 VA DISPOSAL 740 VA x 1 = 740 VA REFRIGERATOR 8,000 VA x 1 = 8,000 VA ELECTRIC RANGE OVEN CONNECTED GENERAL LOAD = 26,380 VA CONNECT HEAT AC LOAD = 5,696 VA PER NEC 220.82 TOTAL CONNECTED LOAD = 32,076 VA TOTAL DEMAND LOAD = 22,248 VA PER NEC 220.82 TOTAL DEMAND AMPS = 106.96 AMPS 110A ® 208V 1PH SERVICE RESIDENTIAL BUILDING 1 LOAD SUMMARY - METER CENTER #1 Unit Type A 32,076 VA x 8= 256,608 VA Unit Type B 32,826 VA x 24 = 787,824 VA Unit Type C 36,558 VA x 8= 292,464 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA TOTAL CONNECTED UNIT LOAD = 1,336,896 VA TOTAL UNIT DEMAND LOAD = 374,331 VA PER NEC 220.84 TOTAL HOUSE PANEL LOAD = 43,350 VA TOTAL DEMAND AMPS = 1,160.22 AMPS 1,200A 0 208V 3PH, 4W SERVICE RESIDENTIAL UNIT TYPE 'B' ELECTRICAL SERVICE LOAD SUMMARY 1,050 SQUARE FT. x 3 VA = 3,150 VA (GENERAL UGHTING RECEPTACLE LOAD 1,500 VA x 2 = 3,000 VA SMALL APPLIANCE LOAD 1,500 VA x 1 = 1,500 VA WASHING MACHNE 4,500 VA x 1 = 4,500 VA ELECTRIC DRYER 4,500 VA x 1 = 4,500 VA ELECTRIC WATER HEATER 1,000 VA x 1 = 1,000 VA DISHWASHER 740 VA x 1 = 740 VA DISPOSAL 740 VA x 1 = 740 VA REFRIGERATOR 8,000 VA x 1 = 8,000 VA ELECTRIC RANGE OVEN CONNECTED GENERAL LOAD = 27,130 VA CONNECT HEAT AC LOAD = 5,696 VA PER NEC 220.82 TOTAL CONNECTED LOAD = 32,826 VA TOTAL DEMAND LOAD = 22,548 VA PER NEC 220.82 TOTAL DEMAND AMPS = 108.40 AMPS 110A 0 208V 1 PH SERVICE RESIDENTIAL BUILDING 2 LOAD SUMMARY - METER CENTER #2 Unit Type A 32,076 VA x 8= 256,608 VA Unit Type B 32,826 VA x 24 = 787,824 VA Unit Type C 36,558 VA x 4= 146,232 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA TOTAL CONNECTED UNIT LOAD = 1,190,664 VA TOTAL UNIT DEMAND LOAD = 357,199 VA PER NEC 220.84 TOTAL HOUSE PANEL LOAD = 24,910 VA TOTAL DEMAND AMPS = 1,061.41 AMPS 1,200A 0 208V 3PH, 4W SERVICE TYPICAL UNIT PANEL'A1' LOCATION: UNIT TYPES 'Al', 'Al -A', 'A3' VOLTAGE: 120/208V 10 3W MIN. AIC RATING: 1 OK AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND & NEUTRAL BUS PROVIDE 'NM' WHERE ALLOWED BY AHJ TYPE: SQUARE 'D' - TYPE QO MAINS: 110A N MLO ❑ MCB MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION N o z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT �n o z CIRCUIT DESCRIPTION 0 NEUT GND COND 0 NEUT GND COND 1 KITCHEN RECEPTACLES 12 12 12 NM 20/1 1.50 A 1.94 25/2 10 - 10 NM AHU-1 2 3 KITCHEN RECEPTACLES 12 12 12 NM 20/1 1.50 B 1.94 - 10 - - - - 4 5 BATHROOM LIGHTS/RECEPTACLES 12 12 12 NM 20/1 1.50 A 0.76 15/2 12 - 12 1/2' CU-1 s 7 REFRIG 14 14 14 NM 15/1 0.74 B 0.76 - 12 - - - - 8 9 GARBAGE DISPOSAL 14 1.4 14 NM 15/1 0.74 A 4.00 50/2 6 - 10 NM RANGE 10 11 DISHWASHER 14 14 14 NM 15/1 1.20 B 4.00 - 6 - - - - 12 13 KITCHEN HOOD 14 14 14 NM 15/1 1.20 A 2.25 30/2 10 - 10 NM EWH-1 14 15 BEDROOM LIGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 B 2.25 - 10 - - - - 16 17 LIVING UGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 A 2.25 30/2 10 - 10 NM DRYER 18 19 KITCHEN UGHTS/RECEPTACLES 14 14 14 NM 15/1 1.20 B 2.25 - 10 - - - 20 21 SPACE ONLY - - - - - - A 1.50 20/1 12 1 12 1 12 NM WASHER 22 23 SPACE ONLY - - - - - - B - - - - - SPACE ONLY 24 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD NOTES: 1) PROVIDE ARC -FAULT CIRCUIT BREAKER PER NEC 210.12 TOTAL DEMAND AMPS: 106.96 AMPS PER UNIT SERVICE CALCULATION RESIDENTIAL UNIT TYPE 'C' ELECTRICAL SERVICE LOAD SUMMARY 1,238 SQUARE FT. x 3 VA = 3,714 VA GENERAL LIGHTING RECEPTACLE LOAD 1,500 VA x 2 = 3,000 VA SMALL APPLIANCE LOAD 1,500 VA x 1 = 1,500 VA WASHING MACHNE 4,500 VA x 1 = 4,500 VA ELECTRIC DRYER 4,500 VA x 1 = 4,500 VA ELECTRIC WATER HEATER 1,000 VA x 1 = 1,000 VA DISHWASHER 740 VA x 1 = 740 VA DISPOSAL 740 VA x 1 = 740 VA REFRIGERATOR 8,000 VA x 1 = 8,000 VA ELECTRIC RANGE OVEN CONNECTED GENERAL LOAD = 27,694 VA CONNECT HEAT AC LOAD = 8,864 VA PER NEC 220.82 TOTAL CONNECTED LOAD = 36,558 VA TOTAL DEMAND LOAD = 25,942 VA PER NEC 220.82 TOTAL DEMAND AMPS = 124.72 AMPS 125A 0 208V 1PH SERVICE RESIDENTIAL BUILDING 2 LOAD SUMMARY - METER CENTER #3 Unit Type B 32,826 VA x 12 = 393,912 VA Unit Type C 36,558 VA x 8= 292,464 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA VA x 0 = 0 VA TOTAL CONNECTED UNIT LOAD = 686,376 VA TOTAL UNIT DEMAND LOAD = 260,823 VA PER NEC 220.84 TOTAL HOUSE PANEL LOAD = 0 VA TOTAL DEMAND AMPS = 724.51 AMPS 800A 0 208V 3PH, 4W SERVICE TYPICAL UNIT PANEL 'B1' LOCATION: UNIT TYPES 'Al', 'Al -A', 'AY VOLTAGE: 120/208V 10 3W MIN. AIC RATING: 1 OK AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND &NEUTRAL BUS PROVIDE 'NM' WHERE ALLOWED BY AHJ TYPE: SQUARE 'D' - TYPE QO MAINS: 11OA ® MLO [:1MCB MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 r- x CIRCUIT DESCRIPTION N Z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT V' z CIRCUIT DESCRIPTION � 0 NEUT GND COND 0 NEUT GND ICOND 1 KITCHEN RECEPTACLES 12 12 12 NM 20/1 1.50 A 1.94 25/2 10 - 10 NM AHU-2 2 3 KITCHEN RECEPTACLES 12 12 12 NM 20/1 1.50 B 1.94 - 10 - - - - 4 5 BATHROOM UGHTS/RECEPTACLES 1 12 12 12 NM 20/1 1.50 A 1.46 30/2 10 - 10 /4' CU-2 s 7 REFRIG 14 14 14 NM 15/1 0.74 B 1.46 - 10 - - - - 8 9 GARBAGE DISPOSAL 14 14 14 NM 15/1 0.74 A 4.00 50/2 6 - 10 NM RANGE 10 11 DISHWASHER 14 14 14 NM 15/1 1.20 B 4.00 - 6 - - - - 12 13 KITCHEN HOOD 14 14 14 NM 15/1 1.20 A 2.25 30/2 10 - 10 NM EWH-2 14 15 BEDROOM LIGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 B 2.25 - 10 - - - - 16 17 LIVING LIGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 A 2.25 30/2 10 - 10 NM DRYER 18 19 KITCHEN UGHTS/RECEPTACLES 14 14 14 M 15/1 1.20 B 2.25 - 10 - - - - 20 21 BEDROOM LIGHTS RECEPTACLES 1 14 14 14 M [NM 15/1 1.20 A 1.50 20/1 12 12 12 NM WASHER 22 23 BATHROOM LIGHTS/RECEPTACLES 12 12 12 20/1 1.50 B - _ _ _ _ _ SPACE ONLY 24 EQUIPMENT SERVED CONN. LOAD L.F. D.F. !DEMAND LOAD NOTES: 1) PROVIDE ARC -FAULT CIRCUIT BREAKER PER NEC 210.12 TOTAL DEMAND AMPS: 108.40 AMPS PER UNIT SERVICE CALCULATION TYPICAL UNIT PANEL'Cl' LOCATION: UNIT TYPES 'Al', 'A1-A', 'A3' VOLTAGE: 120/208V 10 3W MIN. AIC RATING. 1 OK AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND & NEUTRAL BUS PROVIDE 'NM' WHERE ALLOWED BY AHJ TYPE: SQUARE 'D' - TYPE QO MAINS: 125A N MLO ❑ MCB MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 x CIRCUIT DESCRIPTION N z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT N c Z CIRCUIT DESCRIPTION 0 FNEUTIGNDICONDI 0 INEUT GND COND 1 KITCHEN RECEPTACLES 12 12 12 NM 20/1 1.50 A 2.90 35/2 8 - 10 NM AHU-3 2 3 KITCHEN RECEPTACLES 12 12 12 NM 20/1 1.50 B 2.90 - 8 - - - - 4 5 BATHROOM UGHTS/RECEPTACLES 12 12 12 NM 20/1 1.50 A 1.40 25/2 10 - 10 /4' CU-3 s 7 REFRIG 14 14 14 0.74 B 1.40 - 10 - - - - 8 9 GARBAGE DISPOSAL 14 14 14 JNM15/1 15/1 0.74 A 4.00 50/2 6 - 10 NM RANGE 10 11 DISHWASHER 14 14 14 15/1 1.20 B 4.00 - 6 - - - - 12 13 KITCHEN HOOD 14 14 14 15/1 1.20 A 2.25 30/2 10 - 10 NM EWH-3 14 15 BEDROOM LIGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 B 2.25 - 10 - - - - is 17 LIVING UGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 A 2.25 30/2 10 - 10 NM DRYER 18 19 KITCHEN LIGHTS/RECEPTACLES 14 14 14 NM 15/1 1.20 B 2.25 - 10 - - - - 20 2r BEDROOM UGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 A 1.50 20/1 12 12 12 NM WASHER 22 23 BATHROOM UGHTS/RECEPTACLES 12 1 12 12 NM 11 20/1 1.50 B 1.20 1 15/1 14 14 14 NM 1 BEDROOM LIGHTS/RECEPTACLES 24 EQUIPMENT SERVED CONN. LOAD L.F. D.F. I DEMAND LOAD NOTES: 1) PROVIDE ARC -FAULT CIRCUIT BREAKER PER NEC 210.12 TOTAL DEMAND AMPS: 124.72 AMPS PER UNIT SERVICE CALCULATION Josepk, Lawrence & Co Consultinq Ingineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO, 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PIAWIM I MWHTrE WW_ I KIMI' 10RDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments i Zephyrhills, FL i JLC15.0038.00 SU11Z-i \ • a A .00 Sy OF O .o Blake Lawrence Suddeth P.E. #: 69060 i SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJRIBLS PROJECT NO. 14-2984 Schedules Electrical E 16.76 PANEL CH (SECTION #1) LOCATION: CLUBHOUSE MECH CLOSET VOLTAGE: 208Y/120V 30 4W MIN. AIC RATING: 22K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND & NEUTRAL BUS PROVIDE MCB SHUNT TRIP TYPE: SQUARE 'D' - TYPE NQ MAINS: 400A ❑ MLO Z MCB MOUNTING: SURFACE FED FROM: UTILITY TRANSFORMER LUGS: ❑ SUB -FEED C9 FEED-THRU ENCLOSURE: NEMA 1 I 6CIRCUIT DESCRIPTION N o Z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT � W Z CIRCUIT DESCRIPTION 0 NEUT GND COND 0NEUT GND COND 1 RECEPTACLES - COMPUTERS 12 12 12 1/2" 20/1 0.36 A 1.49 30/2 10 10 10 /4" CU-1C 2 3 RECEPTACLES - COMPUTERS 12 12 12 1'/2" 20/1 0.36 B 1.49 - 10 - - - - 4 5 RECEPTACLES - CLASSROOM 12 12 12 1/2' 20/1 0.90 C 1.49 30/2 10 10 10 /4" CU-2C 6 7 EWC 12 12 12 1/2' 20/1 1.00 A 1.49 - 10 - - - - 8 9 RECEPTACLES - RESTROOMS 12 12 12 1/2" 20/1 1.08 B 1.78 35/2 8 8 10 1" CU-3C 10 1t 'RECEPTACLES - MECH. ROOM 12 12 12 1/2' 20/1 0.18 C 1.78 - 8 - - - - 12 13 RECEPTACLES - FITNESS 12 12 12 1/2" 20/1 1.08 A 1.39 25/2 10 10 10 /4" CU-4C 14 15 TREADMILL 12 12 12 1/2" 20/1 1.20 B 1.39 - 10 - - - - 16 17 TREADMILL 12 12 12 1/2" 20/1 1.20 C 3.41 45/2 6 6 10 1.25' AHU-1C 18 19 RECEPTACLES - CLUBROOM 12 12 12 1/2" 20/1 0.90 A 3.41 - 6 - - - - 20 21 RECEPTACLES - LEASING 12 12 12 1/2" 20/1 0.90 B 3.41 45/2 6 6 10 1.25' AHU-2C 22 23 RECEPTACLES - MANAGER'S OFFICE 12 12 12 1/2" 20/1 1.08 C 3.41 - 6 - - - - 24 25 RECEPTACLES - CONFERENCE ROOM 1 12 1 12 12 1/2" 20/1 0.72 A 3.49 45/2 6 6 10 1.25' AHU-3C 26 27 RECEPTACLES - KITCHENETTE 12 12 12 1/2" 20/1 0.36 B 3.49 - 6 - - - - 28 29 RECEPTACLES - KITCHENETTE 12 12 12 1/2" 20/1 0.54 C 1.91 30/2 10 10 10 /4" AHU-4C 30 31 REFRIGERATOR 12 12 12 1/2' 20/1 1.00 A 1.91 - 10 - - - - 32 33 DISHWASHER 12 12 12 1/2" 20/1 1.20 B 2.25 30/2 10 10 10 /4' EWH-1 34 35 GARBAGE DISPOSAL 12 12 12 1/2' 20/1 1.20 C 2.25 - 10 - - - - 36 37 TTB 12 12 12 1/2" 20/1 0.36 A 1.08 20/1 12 12 12 1/2" RECEPTACLES - LOBBY 38 39 TTB 12 12 12 1/2" 20/1 0.36 B - 20/1 - - - - SPARE 40 41 FACP 12 12 12 1 /2' 20/1 0.50 G - 20/1 - - - - SPARE 42 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD RECEPTACLES - GENERAL 9.00 KVA 100% 9.00 KVA EQUIPMENT 49.26 KVA 100% 49.26 KVA SECOND SECTION 20.73 KVA 100% 20.73 KVA NOTES: TOTAL DEMAND LOAD: 78.99 KVA TOTAL DEMAND AMPS: 219.42 AMPS HOUSE PANEL H1 LOCATION: EXTERIOR VOLTAGE: 208Y/120V 30 4W MIN. AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND &NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NQ MAINS: 225A Z MLO [IMCB MOUNTING. SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ❑ FEED=THRU ENCLOSURE: NEMA 3R CIRCUIT DESCRIPTION C W z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT H o, z CIRCUIT DESCRIPTION r � 0 NEUT GND COND 0 - NEUT - GND COND 1 LIGHTING - 1ST FLOOR CORRIDOR 1 12 12 12 1/2" 20/1 0.74 A 4.80 60/3 4 4 10 1.25' ELEVATOR CONTROLLER 2 3 LIGHTING - 2ND FLOOR CORRIDOR 1 12 12 12 1/2-1, 20/1 0.54 B 4.80 - 4 - - - - 4 5 LIGHTING - 3RD FLOOR CORRIDOR 1 12 12 12 1/2- 20/1 0.54 C 4.80 - 4 - - - - 6 7 LIGHTING - 4TH FLOOR CORRIDOR 1 1 12 12 12 1/2" 20/1 0.54 A 1.00 30/1 10 10 1 10 /4' ELEVATOR CAB LIGHTS 8 9 RECETPACLES - ELEVATOR LOBBY 12 12 12 1/2' 20/1 0.72 B 0.36 20/1 12 12 12 1/2" TELEPHONE TERMINAL CABINET 10 11 RECEPTACLE - ELEVATOR EQUIPMENT 12 12 12 1 /2" 20/1 0.18 C 0.60 20/2 10 10 10 /4' 2 SITE LIGHTING 12 13 SUMP PUMP 12 12 12 1/2- 20/1 1.00 A 0.60 - 10 - - - - 14 15 ELEVATOR PIT LIGHTS 1 12 1 12 12 1/2" 20/1 1.00 B 0.50 20/1 12 1 12 12 1/2"1 LIGHTS/RECEPT - FIRE PUMP ROOM 16 17 SPARE - - - - 20/1 - C 1.50 20/1 12 12 12 1/2" UH-1 18 19 DWBP-1 6 6 10 1 1" 1 70/3 5.76 A 0.54 20/1 10 10 10 /4" RECEPTACLES - EXTERIOR 20 21 - 6 - - - - 5.76 B 0.54 20/1 10 10 10 /4" RECEPTACLES - EXTERIOR 22 23 - 6 1 - - - - 5.76 C 0.20 20/1 12 12 12 1/2-. 2 LIGHTING - EXTERIOR WALL PACKS 24 25 JOCKEY PUMP 12 12 12 1/2' 15/3 0.94 A 0.20 20/1 12 12 12 1/2" 2 LIGHTING - EXTERIOR SIGN LIGHTS 26 27 - 12 - - - - 0.94 B - 20/1 - - - - SPARE 28 29.- 12 - - - - 0.94 C - 20/1 - - - - SPARE 30 31 SPACE ONLY - - - - - - A - 20/1 - - - - SPARE 32 33 SPACE ONLY - - - - - - B - 20/1 - - - - SPARE 34 35 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 36 37 SPACE ONLY - - - - - - A - - - - I - - SPACE ONLY 38 39 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 40 41 SPACE ONLY - - - - - - C - - j - j- -j - j I SPACE ONLY 42 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD LIGHTING 2.36 KVA 125% 2.95 KVA RECEPTACLES - GENERAL 1.40 KVA 100% 1.40 KVA EQUIPMENT 39.00 KVA 100% 39.00 KVA NOTES: 1) CONNECT CIRCUIT VIA PHOTOCELL. 2) CONNECT CIRCUIT VIA LIGHTING CONTACTOR. TOTAL DEMAND LOAD: 43.35 KVA TOTAL DEMAND AMPS: 120.42 AMPS PANEL CH (SECTION #2) LOCATION: CLUBHOUSE MECH CLOSET VOLTAGE: 208Y/120V 30 4W MIN. AIC RATING: 22K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY ' PROVIDE GROUND &NEUTRAL BUS PROVIDE MCB SHUNT TRIP TYPE: SQUARE 'D' - TYPE NQ MAINS: 400A [IMLO 0 MCB MOUNTING: SURFACE FED FROM: UTILITY TRANSFORMER LUGS:. ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION W z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUITN o z CIRCUIT DESCRIPTION �- 0 NEU GND COND 0 NEUT GND COND 43 LIGHTING - CLUBROOM 12 12 12 1/2' 20/1 0.90 A 0.58 20/1 12 12 12 1/2" LIGHTING - LOBBY 44 45 LIGHTING - LEASING/MGR'S OFFICE 12 12 12 1/2" 20/1 0.59 B 0.91 20/1 12 12 12 1/2" LIGHTING - FITNESS 46 47 LIGHTING - CLASS/COMPUTER ROOMS 12 12 12 1/2" 20/1 0.37 C 0.45 20/1 12 12 12 1/2" 1 LIGHTING - EXTERIOR 48 49 LIGHTING - RESTROOMS 12 12 12 1/2" 20/1 0.83 A 0.60 20/2 10 10 10 /4" SITE LIGHTING 50 51 RECEPTACLES - COMPUTER ROOM 12 12 12 1/2' 20/1 0.36 B 0.60 - 10 - - - - 52 53 RECEPTACLES - EXTERIOR 12 12 12 /2' 20/1 0.18 C 0.30 20/1 10 10 10 /4" LIGHTING - SIGNAGE 54 55 UGHTING - EXTERIOR 1 12 12 12 1/2' 20/1 0.15 A 0.30 20/1 10 10 10 , /4" LIGHTING - SIGNAGE 56 57 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 58 59 SPARE _ _ _ _ 20/1 - C - 20/1 - - - - SPARE 60 61 SPARE - - - - 20/1 - A - 20/1 - - - - SPARE 62. 63 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 64 65 SPARE - - - - 20/1 - C - - - - - - SPACE ONLY 66 67 1 SPACE ONLY - - I - - I - - A - - - - - - SPACE ONLY 68 69 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 70 71 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 72 73 SPACE ONLY - - - - - - A - - - - - - SPACE ONLY 74 75 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 76 77 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 78 79 POOL PANEL (BY OTHERS) 2 - - - - 100/3 4.98 A - 30/3 - - - - SURGE PROTECTIVE DEVICE (SPD) 80 81 - - - - - - 4.98 B - - - - - - - 82 83 - - - - - - 4.98 C - I - 1 - - - - - 84 EQUIPMENT SERVED CONN. LOAD LF. D.F. DEMAND LOAD LIGHTING 4.63 KVA 125% 5.79 KVA EQUIPMENT 14.94 KVA 1007o 14.94 KVA NOTES: 1) CONNECT CIRCUIT VIA LIGHTING CONTACTOR 2) REFER TO RISER DIAGRAM FOR FEEDER INFORMATION TOTAL DEMAND LOAD: 20.73 KVA LOAD CARRIED OVER TO FIRST SECTION HOUSE PANEL H2 LOCATION: EXTERIOR VOLTAGE: 208Y/120V 30 4W MIN. AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND &NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NQ MAINS: 125A N MLO MCB ❑ MOUNTING: SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSUREi NEMA 3R CIRCUIT DESCRIPTION (n o z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT N o z CIRCUIT DESCRIPTION w 6 0 NEU GND COND 0 NEUT GND COND 1 LIGHTING - 1ST FLOOR CORRIDOR 1 12 12 12 1/2- 20/1 0.74 A 4.80 60/3 4 4 10 1.25" ELEVATOR CONTROLLER 2 3 LIGHTING - 2ND FLOOR CORRIDOR 1 12 12 12 1/2" 20/1 0.77 B 4.80 - 4 - - - - 4 5 LIGHTING - 3RD FLOOR CORRIDOR 1 12 12 12 1/2" 20/1 0.77 1 C 4.80 - 4 - - - - 6 7 LIGHTING - 4TH FLOOR CORRIDOR 1 12 12 12 1/2" 20/1 0.77 - A 1.00 30/1 10 10 10 3/4' ELEVATOR CAB LIGHTS 8 9 RECEPPACLES - ELEVATOR LOBBY 12 12 12 1/2' 20/1 0.72 B 0.36 20/1 12 12 12 1/2" TELEPHONE TERMINAL CABINET 10 11 RECEPTACLE - ELEVATOR EQUIPMENT 12 12 12 1/2' 20/1 0.18 C 0.60 20/2 10 10 10 /4" SITE LIGHTING 12 13 SUMP PUMP 12 12 12 1 /2" 20/1 1.00 A 0.60 - 10 1 - - - - 14 15 ELEVATOR PIT LIGHTS 12 12 12 1/2" 20/1 1.00 B 0.72 20/1 10 10 10 /4" RECEPTACLES - EXTERIOR 16 17 TRASH ROOM - 1ST FLOOR 10 10 10 1/2-. 20/1 0.70 C 0.36 20/1 10 10 10 3/4' RECEPTACLES - EXTERIOR 18 19 TRASH ROOM - 2ND FLOOR 10 10 10 1/2' 20/1 0.70 A 0.72 20/1 10 10 10 /4" RECEPTACLES - EXTERIOR 20 21 ,TRASH ROOM - 3RD FLOOR 10 10 10 1/2' 20/1 0.70 B 0.20 20/1 12 12 12 1/2" 2 LIGHTING - EXTERIOR WALL PACKS 22 23 TRASH ROOM - 4TH FLOOR 10 10 10 1/2" 20/1 0.70 C 0.20 20/1 12 1 12 1 12 1/2" 12 LIGHTING - EXTERIOR SIGN LIGHTS 24 25 SPACE ONLY - - - - - - A - 20/1 - - - - SPARE 26 27 SPACE ONLY - - - - - - B - 20/1 - - - - SPARE 28 29 SPACE ONLY - - - - - - C - 20/1 - - - - SPARE 30 31 SPACE ONLY - - - - - - A - 20/1 - - - - SPARE 32 33 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 34 35 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 36 37 SPACE ONLY - - - - - - A - - - - - - SPACE ONLY 38 39 'SPACE ONLY 41 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 42 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD LIGHTING 3.05 KVA 125% 3.81 KVA RECEPTACLES - GENERAL 5.50 KVA 100% 5.50 KVA EQUIPMENT 17.40 KVA 100% 17.40 KVA NOTES: 1) CONNECT CIRCUIT VIA PHOTOCELL. 2) CONNECT CIRCUIT VIA LIGHTING CONTACTOR. TOTAL DEMAND LOAD: 26.71 KVA TOTAL DEMAND AMPS: 74.19 AMPS Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENG.COM CA NO. 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITEL R1RE I KMWR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL J LC 15.0038.00 .1'- %lil1 .91I'td1: wo s d+r a ws. "- g ILAOF mm 0, ONAL Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJRIBLS m PROJEGT NO. 14-2984 r F U Z Z 0 N Ul 0 z Z Schedules 06 W Electrical U W L I U E 16.77 0 LL G i 1 i, _.y,.,n".^*.,•at^�,• �v a inn vnn FORUME s- LIGHTING FIXTURE SCHEDULE - TYPICAL UNITS MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP FIXTURE WAS QTY WATTS MODEL A 1'x4' FLUORESCENT CLOUD FIXTURE LOCATED AT KITCHEN PROGRESS P7258-09EB 120 2 32 T8 64 B MINI -PENDANT FIXTURE LOCATED AT KITCHEN BAR PROGRESS P5113-09EBWB 120 1 32 CFL 32 C CEILING MOUNTED COMPACT FLUORESCENT FIXTURE SEAGULL LIGHTING 79435BLE-962 120 1 32 CFL 32 LOCATED AT FOYER C1 CEILING MOUNTED COMPACT FLUORESCENT FIXTURE SEAGULL LIGHTING 5901BLE-15 120 1 32 CFL 32 LOCATED IN CLOSETS D DECORATIVE BATHROOM VANITY FIXTURE TBD TBD 120 3 32 CFL 96 F 52" CEILING FAN WITH LIGHT KIT LOCATED IN LIVING ROOM ROYAL PACIFIC 1004-EUROPA 120 - - - 200 AND BEDROOMS G CEILING MOUNTED CLOSE -TO -TUB FIXTURE. UL DAMP SEAGULL LIGHTING 79435BLE-962 120 1 32 CFL 32 LABEL RATED H WALL MOUNTED EXTERIOR PORCH FIXTURE. UL DAMP LABEL TBD TBD 120 1 32 CFL 32 LIGHTING FIXTURE SCHEDULE - BUILDINGS LAMP FIXTURE MARK DESCRIPTION MANUFACTURER MODEL VOLTS WATTS QTY WATTS MODEL BA CEILING MOUNTED COMPACT FLUORESCENT FIXTURE INCON 114-1-1-218GU 120 2 18 CFL 36 LOCATED AT BREEZEWAYS BB WALL MOUNTED COMPACT FLUORESCENT FIXTURE LOCATED INCON 114-1-1-218GU 120 2 18 CFL 36 AT BREEZEWAYS AND STAIRS BC CEILING MOUNTED FIXTURE LOCATED AT ELEVATOR LOBBIES INCON 114-1-1-218GU 120 2 18 CFL 36 BD WALL MOUNTED FIXTURE LOCATED IN ELEVATOR PIT WITH HUBBELL VP-151 120 1 150 INC 150 ALUMINUM HOUSING AND WIRE GUARD BF 1'x4' FLUORESCENT FIXTURE LOCATED AT TOP OF COLUMBIA LIGHTING AWN4-232-EU 120 2 32 T8 64 ELEVATOR SHAFT BIG 1'x4' FLUORESCENT WRAPAROUND FIXTURE WITH PRISMATIC COLUMBIA LIGHTING AWW4-232-EU 120 2 32 T8 64 ACRYLIC LENS BH ALUMINUM LED GOOSENECK SIGN LIGHTING WITH MATTE TMS LIGHTING D16-AL1-B-1-F15 120 1 8 LED 8 BLACK FINISH EM WALL MOUNTED COMPACT EMERGENCY LIGHT WITH DUAL LITE EV2D 120 2 1.1 LED 2.2 THERMOPLASTIC HOUSING, DAMP LABEL RATED X1 SINGLE FACE EXIT SIGN WITH WHITE THERMOPLASTIC DUAL LITE LXURWE 120 - - LED - HOUSING, RED LETTERS AND BATTERY BACKUP LIGHTING FIXTURE SCHEDULE - CLUBHOUSE MARK DESCRIPTION 7 MANUFACTURER MODEL VOLTS LAMP FIXTURE WATTS QTY WATTS MODEL CA 6" RECESSED DOWNLIGHT. UL DAMP LABEL RATED. PROVIDE PROGRESS P87-AT/P8175-31 120 1 32 CFL 32 COMPACT FLUORESCENT REPLACEMENT LAMP. CB 2'x2' CEILING MOUNTED FLUORESCENT FIXTURE WITH PROGRESS P7262-30EB 120 2 32 T8 64 ACRYLIC DIFFUSER CC 2'x4' CEILING MOUNTED FLUORESCENT FIXTURE WITH PROGRESS P7264-30EB 120 4 32 T8 128 ACRYLIC DIFFUSER CD DECORATIVE CEILING MOUNTED FIXTURE LOCATED IN LOBBY TBD TBD 120 1 32 CFL 32 CF CEILING FAN WITHOUT LIGHT KIT LOCATED IN FITNESS ROOM TBD TBD 120 - - - 200 CG DECORATIVE BATHROOM VANITY FIXTURE TBD TBD 120 3 32 CFL 96 CH HIGH OUTPUT CONTINUOUS LED TAPE LIGHT WITH 2700'K WAC LIGHTING LED-TX24-27-XX-WT 120 - 3/ft LED 3/ft COLOR TEMP AND ALL ACCESSORIES CI TRAPEZOIDAL LED WALLPACK WITH ALUMINUM HOUSING. WET SPAULDING TRP-30L-3K-035-4-U-BL 120 1 34 LED 34 LABEL RATED. CJ CEILING MOUNTED COMPACT FLUORESCENT FIXTURE INCON 114-1-1-218GU 120 2 18 CFL 36 LOCATED AT BREEZEWAYS CK DECORATIVE MINI -PENDANTS LOCATED AT KITCHEN BAR TBD TBD 120 1 32 CFL 32 EM WALL MOUNTED COMPACT EMERGENCY LIGHT WITH DUAL LITE EV2 120 2 1.1 LED 2.2 THERMOPLASTIC HOUSING EM2 WALL MOUNTED COMPACT EMERGENCY LIGHT WITH DUAL LITE EV21) 120 2 1.1 LED 2.2 THERMOPLASTIC HOUSING. UL DAMP LABEL RATED X1 SINGLE FACE EXIT SIGN WITH WHITE THERMOPLASTIC DUAL LITE LXURWE 120 - - LED - HOUSING, RED LETTERS AND BATTERY BACKUP X2 DOUBLE FACE EXIT SIGN WITH WHITE THERMOPLASTIC DUAL LITE LXURWE 120 - - LED - HOUSING, RED LETTERS AND BATTERY BACKUP 11 60. ARCHITECTURE & INTERIOR DESIGN, INC. I N10frWWREI KrMMI00 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 00o 000 ago 00 O: Q. �o BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL J LC 15.0038.00 s .; s grA31 OF . • � w • S............ 1 � PNAV.� �w lil Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS --------------------- PROJECT NO. 14-2984 Schedules Electrical Josep%, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAHONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 E 16.78 I�Wtu.lWuvLw.__A , i ,L. .a. 3 v m "FORUME PHOTOCELL 120V CONTROL L I I CIRCUITN _ - r-----� I I I i 110 ot� I I I A I I M I j L------i I COIL CLEARING CONTACTS --- TIME CLOCK I L ' N' L LIGHTING N CIRCUITS L L N H-O-A SELECTOR SWITCH MOUNT IN NEMA 1 ENCLOSURE TWO WIRE 2P CONTROL RELAY C I MECHANICALLY HELD LIGHTING CONTACTOR, I MOUNT IN NEMA 1 ENCLOSURE CR r - CR I (SQ. D CLASS 8903/LXG SERIES WITH I I C i TWO WIRE FORM R6 CONTROL RELAY) CR I I LATCH I (G.E. #CR160MB SERIES WITH TWO I F C WIRE CONTROL RELAY) CLEAR i (ALLEN BRADLEY #702LP-BA SERIES WITH TWO WIRE CONTROL RELAY) I I l TO LIGHTS NOTE. PROVIDE, INSTALL & CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE WITH ENCLOSURES AS REQUIRED PER APPLICATION, SEE ELECTRICAL DRAWINGS TO DETERMINE EXACT NUMBER OF POLES. SEE ELECTRICAL DRAWINGS FOR ACTUAL CIRCUIT NUMBERS. PROVIDE MINIMUM OF (2) ADDITIONAL/SPARE CONTACTS. CCOPINTACT090% 10' SCHEMATE PHOTOCELL & TMECLOCK CONI,TROLLFD Firestop Putty Pad (CP 617, CP 617L and CP 617XL) Product description p R ty g p p A moldable firesto ut designed to help protect electrical outlet boxes Product features IN Applied by hand Fast installation Areas of application 11 Protection of electrical outlet boxes spy For use with o1f k Gypsum wall assemblies with wood or metal studs Examples 111 where two outlets are within, a single stud/cavity or within'24 measured horizontally (not back to back unless specified by the specific UL approval) pp, f Dimensions (LxWxH) CP 617: 61'x 7" x 1/8' 0 5 x 18 x0.3 cm) CP617L7" x7' x1f8"(18x18x0-3cm) CP 617XL'9" x 9" x 1/V' (23 x 23x 0.3 cm) Consistency Moldable putty Color Red Application temperature 40'F(51C)to 95'F (35,q Storage: temperature 40°F (5'C) to 1:04°F (40°C). Curing time Non curing Density 1.48 Wcrnf Intumescent activation Approx. 220'F to 250'F (1041C to 121 °C) Volatile, solvents None. Asbestos fibers None Surface burning., characteristics Flame Spread: 15 (ASTM E 84-96) Smoke development: 10 Sound transmission classification 59 (Relates to specific construction) (ASTM E 90.97) Tested in accordance with • U1.263 • ASTM E 84 • ASTM G21 'At731F,2310) and 50 % relative humidity - °f581f0EO. WALL OPENINGP PROTECTIVE FM _ - FIRE: RESISTANCE CLAaSIFICATION r - r+ •,L116 GEE PRODUCT CATEGORY IN APPROVED o S UL SEE DIRECTORY 66Y7 - Installation instructions for CP 617 Notice stud) and completely seal against the stud within the Not for use Before handling, read Material Safety Data Sheet and stud cavity. • In areas exposed to water product label for safe usage and health information. 3. Reshape CP 617 to fit around conduit or cables. - Storage • Instructions below are general guidelines. always: 4. Press CP 617 to all sides of electrical box. • Store only in t e on ihalpackaging" in locationn at refer to the applicable listing CLI in the UL Fire ur h ( ( - a Pp 9 ( � 5. Remove other side label. temperatures 40'F (5°G) to 104'F (40°C) Resistance Directory or Hilt Firestop Systems Guide for complete installation information - - - - Application of firestop ply 1. After ensuring box is cleaned of loose debris, dirt, oil,. moisture, frost and Wax; remove label from one side of pad. For a 1 to 2 hour fire rating, one @' CP 617 pad is required, Exposed side of pad Is lac"ainst box: placed a9 = .a: 2. CP 617 Firestop Putty Pads s are to be Installed to d com -:letel y cover the exterior surfaces of the outlet -_ ------ - - � i 1. Reprove l8bal-from one 2Adhero GP617to 3. Reshapri CP 617 to fil 9. Press CP517[o all 3.Remove: other side box (except for the side of the outlet box against the , ids .1 CP 617 ..tla€ box - around boas side's of o❑tlaf b- of - Ill Firestop Saving lives through innovation and education Hilti,: Outperform" Outlast. Hilti, Inc. (U.S)1-800-879-8000 • www.us.hiBi com • On espanol 1-800-879 5000 Hliti Firestop Systems Guide OUTLET BOX MOUNTED 0"'4 HURE [RATED WALL. SCALE: NTS CEILING Z LU AUDIO ONLY DEVICE W V W 04 or- oa a o� t-" z z io rn FINISHED FLOOR 3' MINIMUM CEILING MOUNTED N.F.P.A. 72 SMOKE DETECTOR a U m 50 ?o W AUDIOVISUAL N LU m AND VISUAL ONLY DEVICES SYNCHRONIZE MORE THAN TWO APPLIANCES IN ANY FIELD OF VIEW N.F.P.A. 72 In z !:t!w L_ -1 oU_ c on o_ ova moo �LL: z z m Do 4" A/C SUPPLY DIFFUSER ACCEPTABLE HERE NOT ACCEPTABLE HERE FINISHED WALL - STRIP IN TIETEX #272 STITCHBOND POLYESTER (FABRIC WT. = 3 OZ.) SEE NOTES BELOW. 12" MIN. ROOF - CAULK PERIMETER W/ FLEX SEAL SEES (WHITE) 24 GA. GALV. STEEL FLASHING - 20" 8" MIN. 16" I 1 s `l, SIDE WALL 1/2" CLEAR I SET IRON JACK IN i 1 BED OF FLEX SEAL ° MANUAL i i ; \'_-CONDUIT PULL 0 ' NOTES: STATION 1. ALL SURFACES TO BE CLEAN (FREE OF DIRT, GREASE, SCALE,- PAINT, ETC.) 2. WIRE BRUSH ALL LOOSE MATERIAL AS REQUIRED. 3. PRIME EXISTING ROOF AND FLASHING W/ SB ELASTOMERIC PRIMER. NOT TO I 4. 5 COURSE: 2 PLYS TIETEX W/ SB ELASTOMERIC GEL (FEATHER SECOND PLY) EXCEED 5'-0" ; AT MIN. 40 MIL UNCURED PER COURSE. i f 5. TOP COAT W/ K-2 EXTREME DUTY ELASTOMER (MATCH ROOF COLOR) 6. DETAIL SHOW FOR WEATHERPROOFING PENETRATION ONLY. CONTRACTOR SHALL PROVIDE FIRESTOPPING AS REQUIRED TO MAINTAIN FIRE RATING OF ROOF. , 1 ROOF PENETRATON SMI I If�l �ol � l i� 1(�)� i�' f I�'C III IC �I I 1 [��I I ��II SCALE: NTS UL/cUL SYSTEM NO. W-J-1020 METAL PIPE THROUGH CONCRETE WALL OR BLOCK WALL F-RATING = 2-HR. T-RATING a 0'-HR. OR 1/4-HR. C L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT. W L-RATING AT 4000F = 4 CFMISQ. FT.CN FRONT VIEW SECTION A -A ram` f1 L= A 1. CONCRETE WALL ASSEMBLY(2-HR. FIRE -RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN. 5" THICK). B. ANY ULIULC CLASSIFIED CONCRETE BLOCK WALL. 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAXIMUM 4" NOMINAL DIAMETER COPPER PIPE. B. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT. C. MAXIMUM 4" NOMINAL DIAMETER EMT. 3. MINERAL WOOL MIN, 4 PCF DENSITY), BACKER ROD OR HILTI CF 128 FILLER FOAM TO BE USED AS A BACKER. 4. HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT: A. MINIMUM 1/4" DEPTH WHEN EMT OR STEEL CONDUIT IS THE PENETRATING ITEM. B. MINIMUM 112" DEPTH WHEN COPPER PIPE IS THE PENETRATING ITEM. NOTES :1. MAXIMUM DIAMETER OF OPENING = 8". r 2. ANNULAR SPACE MINIMUM M 3/4rr, MAXIMUM 3-1/2tr . 3 0 HOLLOW BLOCK WALLS, USE NO. STEEL IRE MESH TO AID IN THE INSTALLATION. . FOR 0 OC L, W H HILTI, Inc. FIRESTOP SYSTEMS Tulsa; Oklahoma USA (91$) 252-6000 Saving Lives through innovation and E Sheet 1 of 1 Drawing No. Scale fie" 21" W Date' SEPT. 16,1999 1020e lion '� v� �aR� RAT�ED�D�E,�u�G�-1-��2�D SCALE: NTS W E A THE R P ur%-'O 0 F D E T A � L Lei A 1. GYPSUM WALL ASSEMBLY (UUCUL CLASSIFIED U300 OR U400 SERIES) (1-HR. OR 2-HR. FIRE -RATING) (2-HR. SHOWN). 2. [NOT SHOWN) WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER. STEEL STUDS TO BE MINIMUM 2.112" WIDE. 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING. A. MAXIMUM 4" NOMINAL DIAMETER EMT, B. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT: 4. MINIMUM 518" DEPTH HILTI CP 618 FIRESTOP PUTTY STICK. 5. MINIMUM 114" CROWN HILTI CP 618 FIRESTOP PUTTY STICK AT POINT OF CONTACT. NOTES :1. MAXIMUM DIAMETER OF OPENING = 5-112rr . 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1" Sheet 1 of 1 Drawing I& HILTI, Inc Scale 3/16" =1" WL Tulsa, Oklahoma USA (918) 252-6000 Hilti Firestop Systems Date Mar. 22,2006 1,175b Saving Lives through Innovation and Education UL FIRE RATED DETAL (W-L-1175)- SCALE: NTS ARCHITECTURE & INTERIOR DESIGN, INC. PLANING I ARCHRECTURE I WTEFtIORDESIGN i i 1 745 orienta avenue, suite 1121 I altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ago ono 00 00 O 0 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 `�rw11I l I l f /lrl `` r CEN ` •_. �e ^- s MATE OF •`• ONAL i j Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS:. 0 SHEET REVISIONS: i EDITED BY: MJRIBLs PROJECT NO. 14-2984 Electrical Details Joseph. Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 E 16.81 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES. REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLIES FORUME 00 11 Cn 0 LO 0 N w 0 LO 0 Section at Stairs Section at Chute Section at Side Wail h 9'-4" 1 1 /2" SLOPE t AI All 3/411 = 9-01; B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK OR PAVEMENT C VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ CIVIL DRAWINGS D ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR PRIOR TO CONSTRUCTION E REFER TO SHEET S19.33 FOR STRUCTURAL PLANS & DETAILS F ALL COLORS TO BE SELECTED BY OWNER = KEY NOTES 01 CONCRETE FOUNDATION AND SLAB PER STRUCTURAL 02 CEMENT PLASTER FINISH PER ASSEMBLY 03 CEMENT PLASTER ACCENT BAND WITH SAND TEXTURE. SLOPE TOP TOWARDS OUTSIDE 04 1 1/2" STEEL HANDRAIL, PAINTED 05 STEEL GUARDRAIL W/ PICKETS, TOP RAIL AT 42" AFF, BOT RAIL AT 2" MAX AFF, SPACING BETWEEN PICKETS LESS THAN 4" 06 CHUTE DOOR W/ ADA COMPLIANT LEVER HANDLE & CONTROLS @ 48" MAX AFF. COORDINATE ROUGH OPENING SIZE AND POSITION OF TRASH CHUTE OPENING WITH TRASH COMPACTOR VENDOR AND OWNER 07 8" CMU WALL 08 PAINTED CMU ON INSIDE 09 PAINT EXPOSED FOUNDATION TO MATCH ADJACENT WALL COLOR CEMENT PLASTER THICKNESS LEGEND 0 5/8" 1 1 1 /2" ARCHITECTURE & INTERIOR DESIGN, INC. MANNING I ARCHITECTURE 1 KrEMRDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments c; o Zephyrhills, FL V 05/08/2015 * Ct :. A 0011224 3. Black 11224 [Dim zI11,11115611 A SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Trash Compactor Enclosure Sections Al 9.32 E 3/41' = 1'-0" 3/41' = 1'-0" T.. rz 0 0 N 00 0 0 0 Hing Elevation e Detail Hinge Detail Plan Rear Elevation Front Elevation -..,SLOPE nM 3" = 1'-0" 3" = 1'-0" .�' 0'—d" 1/4" = 1'-0" 1 /4" = 1'-0" ,d, 9'-4" 0 03 02 os 0'-0" Riaht Elevation EC CN Left Elevation 28'-8" 36'-8" 1 19.32 T-0" 1/4" = 1'-0" 1 /4" = 1'-0" 1'-0" 0 0 CVLLL M 0 v 0 d- N Mcc c 0 1'-8" WM X 6 A19.31 SLOPE -0'-31 /2" 0'-0" 01 2 V.32 6'-8" 1 0 2' 2 cool `D 8 0. 12' 0" Al9.32 IFFF 40, UP � 1' 6" P � �IJ,�_ �a'yol 0'-0" , 06 05 UP Floor Plan 6-0" 12'-0" 12'-11" 1/4" = 1'-0" A REFER TO SHEET A1.03 FOR GENERAL NOTES. REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLIES B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK OR PAVEMENT C VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ CIVIL DRAWINGS D ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR PRIOR TO CONSTRUCTION E REFER TO SHEET S19.33 FOR STRUCTURAL PLANS & DETAILS F ALL COLORS TO BE SELECTED BY OWNER KEY NOTES 01 TRASH COMPACTOR TO BE INSTALLED BY OTHERS, CONTRACTOR SHALL SUPPLY REQUIRED ELECTRICAL CONNECTIONS & STRUCTURAL FASTENERS PER MFR's SPECIFICATIONS, VERIFY COMPACTOR MFR PRIOR TO COMMENCEMENT OF CONSTRUCTION 02 CEMENT PLASTER FINISH PER ASSEMBLY 03 CEMENT PLASTER ACCENT BAND WITH SAND .XTURE. SLOPE TOP TOWARDS OUTSIDE 04 PAINTED CMU ON INSIDE 05 1-1/2" STEEL HANDRAIL, PAINTED 06 STEEL GUARDRAIL W/ PICKETS, TOP RAIL AT 42" AFF, BOT RAIL AT 2" MAX AFF, SPACING BETWEEN PICKETS LESS THAN 4" 07 TRASH COMPACTOR CONTROLS, TOP OF CONTROLS AT 48" MAX 08 6" 0 CONCRETE FILLED 42" BOLLARD, PAINTED 09 PT 24 PAINTED 10 PT 14 PAINTED 11 3/4" 0 ANCHOR BOLT, 5" MIN EMBED INTO FILLED CELL 12 1/4"x1"x4" STEEL ANGLE GATE FRAME 13 3/8" STEEL PLATE 14 1" OD PIPE SLEEVE 15 3/4" OD PIN 16 CHUTE DOOR W/ ADA COMPLIANT LEVER HANDLE & CONTROLS @ 48" MAX AFF. COORDINATE ROUGH OPENING SIZE AND POSITION OF TRASH CHUTE OPENING WITH TRASH COMPACTOR VENDOR AND OWNER 17 CANE BOLT, PROVIDE SLOTS IN SLAB @ OPEN & CLOSED POSITIONS 18 INDUSTRIAL GRADE STEEL WHEELS 19 STAINLESS STEEL LATCH CEMENT PLASTER THICKNESS LEGEND 0 5/8" 1 1 1 /2" FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I NJrBWRDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 ' phone: 407.830.1400 s fax: 407.830.4143 AA0002731 www.forumarchitecture.com I` 0Do ouo Don 00 0 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 05/08/2015 9 AR0011 4 Js B. lack V0011 24 SET DISTRIB TIONS: A SHEET REVISIONS: f EDITED BY: PROJECT NO. 14-2984 U Trash Compactor Enclosure i Plans, Elevations & 5 Details A 19.31 (1) #5 CONT, #4x24"(HORZ)xl2" BENT BAR AT 32" O.C. 4" SLAB ON GRADE —7 x 1'-0" DEEP x 2'-0" WIDE FOOTING W/ (3) #5 CONT. BOTTOM --\ (1) #5 CONT. VARIES, 4" MIN. AND 12" MAX. REINF. CMU WALLS — GROUT SOLID, SEE PLAN • CONCRETE SLAB TO BE POURED INTO TOP COURSE, TYPICAL _jL_ SEE ARCH _ i 6" CONCRETE SLAB T.O. SLAB A • VARIES PROVIDE #5x72" LONG HOOK REINF. CMU WALLS !' BARS AT 24" O.C„ 1.5" CLEAR — GROUT SOLID, I ( FROM TOP OF DUMPSTER SLAB SEE PLAN U WALL W/ AT 48" O.C. TYP. \\/\\ BARRIER, TYP. e 1'-6" \\� _1' 8" DEEPx1'-6" WIDE MONOLITHIC FOOTING W/ (2) #5 CONT. BOTTOM 2'-0" Ilk SECTION 1 3/4" = 1'-0" 19.3 TOP OF 4" CONC. SLAB ON GRADE RAMP, SEE PLAN NOTES (1) #5 CONT. VARIES, 4" MIN. AND 12" MAX. \\��\\��\\� #424"(HORZ)x12" BENT BAR AT 32" O.C. \\/// KNOCK HOLE IN CMU WALL TO HAVE RAMP \ j SLAAB POUR INTO CMU CONT. FOOTING I I • SEE 1/S19.33 • • SECTION r_2" 3/4„ = 1'-0" �_3 4" CONC. SLAB ON GRADE, SEE PLAN NOTES #4x24"(HORZ)x12" BENT BAR AT 32" O.C. 1 8x8 KO BLOCK COURSE W/ #5 CONT. GROUT MASONRY SOLID REINF. CMU WALL, SEE PLAN SECTION _ 3/4" = 1'-0" 19_3 s O i 8" CMU WALL 41 (SEE PLAN) • • • 3'-0" SEE ARCHITECTURAL DRAWINGS FOR STAIR 4" CONC. SLAB ON GRADE, DIMENSIONS AND #4 BENT BARS AT 16" O.C. SEE PLAN NOTES HANDRAIL WITH STANDARD HOOK AT REQUIREMENTS, TYPICAL FOUNDATION AND 24" LEG AT RAMP (2) #5 CONT., HOOK EA. END _I z EXISTING GRADE/� OL SEE ARCH NEW WALKWAY T.O. VARIES o �I • 0 i (2) #5 BOTT. `COMPACTED FILL U M 1'-0" SECTION 3 3/4" = 1'-0" �.3 #4 X r- AT 12" O.C. 1/2" EXP V'T, SEE CIVIL \\\ (2) #5 BOTT. 6" CONCRETE SLAB WITH #4 AT 18" O.C. CENTER OF SLAB OL SEE ARCH T.O. SLAB Ii+, VARIES x MONOLITHIC FOUNDATION WITH (4) #4 CONTINUOUS TOP AND BOTTOM. SECTION 6 3/4" = 1'-0" 1-9.3 4CRETE SLAB ASEE_ ARCH F T.O. SLAB VARIES ON DUS % 1 #5 4" SLAB ON GRADE SEE PLAN `COMPACTED FILL 8" NOMINAL MASONRY WALL. GROUT MASONRY WALL SOLID #5x VERT. DOWELS AT 32" O.C. W/ STD, 90' BEND AT B0'TTOM FOOTING, SEE PLAN GUTHERMAN STRUCTURAL INC. :264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:407-701.0875 LIC.#28863 01 u erman STRUCTURAL SCALE:: 3/16" = 1 `-O" 1. T0¢ SLAB ELEVATION = V—O". 2. SEE SECTIONS FOR FOUNDATION SIZE AND INFORMATION: 3, 4" CONC. SLAB ON GRADE W/ 6X6, W1.4 X "NIA" W 1 0-;N COMPACTEC D, TREATPD SUB —SOIL PICA 4. 6" CONC. SLAB ON GRADE W/ #3 AT 10" O.C. EACH WAY MID DEPTH ON COMPACTED SOIL 5. C.J. INDICATES CONTROL JOINT SEE THIS SKEET FOR DETAILS. 6. VERIFY STEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 7. MW—# INDICATES AN 8" MASONRY (CMU) WALL. PROVIDE 8" MASONRY AT ENCLOSURE, STAIR AND RAMPS. ALL WALLS ARE TYPE MW-1, UNLESS NOTED OTHERWISE, SEE SCHEDULE BELOW. MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING MW-1 8" CMU #5 AT 48" O.C. MW-2 8" CMU #6 AT 24" O.C. MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING 0 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR/INTERIOR WALL OPENING, PLACE 1 #6 VERTICAL IN CELL GROUTED SOLID, FULL HEIGHT. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX. SCALE: 3/16" = 1'-0" FORUME ARCHITECTURE & INTERIOR DESIGN, INC. R.MNM I ARcI-r WnM I MM:t R DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830,1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 000 ago oon ogo o 0 �a B")ENEEICIA COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 'o a sn 71 c�� K � �\ ♦ KRy E c yflia� John Gutherman Jr., P.E. FL. REG. #6o88o SET DISTRIBUTIONS: 05108/15 BID & PERMIT SET SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 TRASH COMPACTOR ENCLOSURE FOUNDATION & TOP OF WALL PLANS, SECTIONS AND DETAILS S19-33 FORUME ARCHITECTURE & a] �.a Trash Compactor - Floor Plan - Plumbini SHUT—OFF VALVE IN ACCESS BOX FLUSH WITH PAVEMENT/GRADE. 13/ a 14 I 3/4a POTABLE CW SUPPLY BELOW GRADE, FOR CONTINUATIONSEE CIVIL DRAWINGS. 1 /411 = 1'-0" PLUMBING FIXTURE SCHEDULE - MAINTENANCE BUILDING MARK FIXTURE WASTE TRAP VENT COLD WATER HOT WATER MANUFACTURER /MODEL # DESCRIPTION HB-1 HOSE BIBB — — — 3/4,, _ WOODFORD ANTI —SIPHON, VACUUM BREAKER, DESIGNED FOR MILD CLIMATE AREAS. ASSE STANDARD 1011 #B65 APPROVED, FURNISHED WITH POLYCARBONATE WHEEL HANDLE AND LOSE TEE KEY. ALUMINUM, BOX. NOTES: 1. WHERE COLOR/FINISH OPTIONS ARE AVAILABLE FOR FIXTURES, SELECTIONS SHALL BE SUBMITTED TO THE OWNER PRIOR TO PURCHASE AND INSTALLATION. AT CONTRACTORS OPTION PROVIDE EQUAL MANUFACTURER FIXTURES. INTERIOR DESIGN, INC. RAMM I NIOWEMM I KrBaMMSIM 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Dun Dun 00 00 0 �o BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL J LC 15.0038.00 . j t :fOF �/!�CHt1#p.a`���` �6,. OVAL'Ot Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Trash Compactor Enclosure Plumbing Plan Joseph, Lawpence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENG.COM CA NO. 28730 P 19.35 lelxna��G�� 0 0 Q TO UTILITY PAD MOUNT TRANSFORMER COORDINATE REQUIREMENTS WITH UTILITY COMPANY PRIOR TO ROUGH -IN (4)#4 AWG. AL. IN 1-1 /4"C. NOTE: PER (FBC 505.7.3): FEEDERS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 2% AT DESIGN LOAD. BRANCH CIRCUITS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 3% AT DESIGN LOAD. (4)#4 AWG. AL. IN 1-1/4-C. UTILITY AIC = 6.58 METER HOUSE PNL 'HT' O 60A MCB 120/208V PROVIDE HARD WIRED SURGE PROTECTIVE 30, 4W DEVICE OF SAME MANUFACTURER AS G N PANEL #8 CU BUILDING STEEL #8 CU CONCRETE ENCASED FINISHED GRADE (1) #8 CU GROUND IN 3/4" CONDUIT TO 5/8" x 30'-0" CU CLAD GROUND THREE POINT GROUND FIELD, METALLIC WATER PIPE, CONCRETE ENCASED ELECTRODE AND BLDG STEEL i—#8 CU METALLIC WATER PIPE Trash Compactor Enclosure Power Riser Diagram No Scale Trash Compactor - Floor Plan - Electrical 1 /4" = 1'-011 0 A. DO NOT SCALE ELECTRICAL DRAWINGS FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER -RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE DETECTORS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2009 EDITION, SECTION 30.3.4.5. REFERENCE NOTES: O O CONNECT CIRCUIT VIA PHOTOCELL FOR AUTOMATIC CONTROL OF FIXTURES. 20 PROVIDE DISCONNECT SWITCH FOR CONNECTION OF TRASH COMPACTOR. COORDINATE DISCONNECT SIZE, LOCATION AND FUSING REQUIREMENTS WITH TRASH COMPACTOR MANUFACTURER PRIOR TO ROUGH -IN. PROVIDE CONDUIT AND CONTROL WIRING FOR CONTROL PANEL AS REQUIRED BY MANUFACTURER. PANEL HT LOCATION: TRASH COMPACTOR ENCLOSURE VOLTAGE: 208Y/120V 30 4W MIN. AIC RATING: 1OK AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND &NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NQ MAINS: 60A ❑ MLO ® MCB MOUNTING: SURFACE FED FROM: UTILITY METER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 3R x CIRCUIT DESCRIPTION Ex z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT N z CIRCUIT DESCRIPTION o NEUT GND COND 0 NFU GND COND 1 RECEPTACLES 12 12 12 1/2" 20/1 0.18 A 2.50 30/3 10 10 10 /4" TRASH COMPACTOR 2 3 LIGHTING 1 12 12 12 1/2" 20/1 1 0.10 B 2.50 - 10 - - - - 4 5 SPACE ONLY - - - - - - C 2.50 - 10 1 - - - - 6 7 'SPACE ONLY - - - - - - A - - - - - - SPACE ONLY 8 9 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 10 11 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 12 13 SPACE ONLY - - - - - - A - - - - - - SPACE ONLY 14 15 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 16 17 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 18 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD LIGHTING 0.10 KVA 125% 0.13 KVA RECEPTACLES - GENERAL 0.18 KVA 100% 0.18 KVA EQUIPMENT 7.50 KVA 100% 7.50 KVA NOTES: 1) CONNECT CIRCUIT VIA PHOTOCELL TOTAL DEMAND LOAD: 7.81 KVA TOTAL DEMAND AMPS: 21.69 AMPS LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP FIXTURE QTY WATTS MODEL WATTS TA EXTERIOR STAINLESS STEEL BRACKET LIGHT WITH CLEAR TBD TBD 120 1 32 CFL 32 GLASS LENS. UL WET LABEL RATED. ARCHITECTURE & INTERIOR DESIGN, INC. PLANING I A W>nECTUW- I NTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL J LC 15.0038.00 a s a • a � • • � s s Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 z Trash Compactor Enclosure W 0 0 Electrical Z W Plan W 0 E 19,36 X 0 IL Joseph. Lawpence & Co Consultinq Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS; FLORIDA 32714 TEL: 321.972.4466 W W W,JLCENG.COM CA NO. 28730