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Summerset Apartments (3)
DRAWING INDEX ARCHITECTURAL DRAWINGS MECHANICAL DRAWINGS Wj A TIP "I Owner. SUMMERSET APARTMENTS LIMITED PARTNERSHIP 3550 S. Tamiami Trail I Sarasota. Florida. 34239 P: 941.929.1270 1 F: 941.929.1271 1 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 I F: 407.830.4143 I 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 1 F: 407.972.4466 1 E: adam.barney@jiceng.com A1.01 Title Sheet, Drawing Index & Issue History A1.02 Code Compliance & Matrix 1 A1.03 General Notes, Abbreviations &Symbols Al A1.04 Construction AssembliesAl A1.05 Construction Assemblies 1 A1.06 FGBC Green Building Requirements 1 A1.11 Building l First Floor Life Safety Plan 1 A1.12 i Building 11 First Floor Life Safety Plan 1 A1.21 Building I Fourth Floor Life Safety Plan 1 A1.22 Building II Fourth Floor Life Safety Plan 1 A2.01 Architectural Site Plan 1 STRUCTURAL DRAWINGS S3.00 General Notes 1 S3.01 jXpical Sections and Details S3.02 Shear Wall Schedule and Typical Sections and Details S3.11 Foundation Plan 1 S3.12 Foundation Plan 1 S3.13 � Foundation Plan 1 S4.01 j Sections and Details 1 S4.02 Section and Details 1 S4.21 ' Second Floor Framing Plan 1 S4.22 Second Floor Framing Plan Al S4.23 Roof Framing Plan 1 S4.31 Third Floor Framing Plan 1 S4.32 j Third Floor Framing Plan 1 S4.41 Fourth Floor Framing Plan 1 S4.42 Fourth Floor Framing Plan 1 S4.51 Roof Framing Plan 1 S4.52 Roof Framing Plan 1 ARCHITECTURAL DRAWINGS A5.01 Building I Architectural Slab Plan 1 A5.02 Building II Architectural Slab Plan 1 A5.03 ! Clubhouse Architectural Slab Plan 1 A5.11 Building I First Floor Plan 1 Ali.12 Building II First Floor Plan 1 A5.13 Clubhouse Dimension Plan 1 A5.14 Clubhouse Note Plan 1 A5.15 Clubhouse Reflected Ceiling Plan 1 A5.16 Clubhouse Enlarged Plans & Interior Elevations 1 A5.17 I Clubhouse Enlarged Plans & Interior Elevations 1 A5.18 Clubhouse Interior Elevations & Accessibility Details A5.21 Building I Second Floor Plan 1 A5.22 Building II Second Floor Plan 1 A5.31 Building I Third Floor Plan 1 A5.32 Building II Third Floor Plan Al A5.41 j Building I Fourth Floor Plan Al A5.42 Building II Fourth Floor Plan Al A5.51 Building I Roof Plan 1 A5.52 Building II Roof Plan 1 A5.53 Clubhouse Roof Plan 1 A5.60 Unit Al Plans 1 A5.61 Unit A2-UFAS Plans 1 A5.62 Unit A3 Plans 1 A5.63 i Unit B1 Plans 1 A5.64 Unit B2 Plans 1 A5.65 Unit B3 Plans 1 A5.66 ! Unit 64-UFAS Plans 1 A5.67 Unit B5-UFAS Plans 1 A5.68 Unit B6-UFAS Plans 1 A5.69 ! Unit C1 Plans 1 A5.70 ! Unit C2-UFAS Plans 1 A5.71 Unit Interior Elevations - Kitchens A5.72 Unit Interior Elevations - Bathrooms A5.81 Enlarged Plan 1 A5.91 Unit Details, Finish Schedule & Accessibility Diagrams 1 A5.92 UFAS/FBC-A Unit Details & Accessibility Diagrams A5.93 j FHA Clear Floor Space Diagrams A5.94 UFAS/FBC-A Clear Floor Space Diagrams ® ISSUE HISTORY 05/08/15 Bid & Permit Set 1 08/21/15 Structural Revision 0 A6.11 Building I Exterior Elevations j A6.21 Building II Exterior Elevations 1 A6.22 Building II Exterior Elevations 1 A6.31 Clubhouse Exterior Elevations A6.41 Enlarged Elevations Details 1 A6.51 Enlarged Elevations Details A7.01 Clubhouse Buildin Sections A7.02 Apartments Building Sections A7.03 Apartments Building Sections A7.11 Exterior Wall Sections 1 A7.12 Exterior Wall Sections 1 A7.13 Wall Sections & Details 1 A7.14 SHEET REMOVED 1 A7.15 Partial Sections 1 A7.21 7 Building Separation - Fire Wall Sections & Details 1 ARCHITECTURAL DRAWINGS A7.31 Wall Sections Details 1 A7.32 Wall Sections Details 1 A7.33 Wall Sections Details 1 A7.34 Wall Sections Details 1 A7.41 Clubhouse Wall Sections & Details 1 A7.42 Wall Sections & Details 1 A7.51 Roof to Head Wall Detail A7.52 Roof to Head Wall Detail A7.53 Roof t Side all Detail 1 A7.54 SHEET REMOVED 1 AT91 Penetration & Window Installation Details A8.01 I Stair Plans 1 A8.02 Stair Sections Details Al A8.03 Stair Sections 1 A8.21 Elevator Sections & Details 1 A9.11 Door Schedule & Details 1 A9.12 Door Details 1 A9.21 Window Schedule & Details 1 A9.22 Window Details 1 ® FIRE PROTECTION DRAWINGS FP13.00 Symbol Legend and General Notes Fire Protection FP13.11 Building I First Floor Fire Protection 1 FP13.12 [Building II First Floor Fire Protection 1 FP13.21 Building I Second Floor Fire Protection 1 FP13.22 Building II Second Floor Fire Protection 1 FP13.31 Building I Third Floor Fire Protection 1 FP13.32 j Building II Third Floor Fire Protection 1 FP13.41 Building I Fourth Floor Fire Protection 1 FP13.42 I Building II Fourth Floor Fire Protection 1 FP13.61 Enlarged Unit Plans Fire Protection 1 FP13.62 Enlarged Unit Plans Fire Protection 1 FP13.63 Enlarged Unit Plans Fire Protection 1 FP13.64 Enlarged Unit Plans Fire Protection 1 PLUMBING DRAWINGS P14.00 1 Symbol Legend and General Notes Plumbing P14.11 Building I First Floor Plan Underground Plumbing 1 P14.11A Building I First Floor Plan Plumbing 1 P14.12 Building II First Floor Plan Underground Plumbing 1 P14.12A Building II First Floor Plan Plumbing 1 P14.13 Clubhouse First Floor Plan Plumbing 1 P14.21 Building I Second Floor Plan Plumbing 1 P14.22 Building II Second Floor Plumbing Plan 1 P14.31 Building I Third Floor Plan Plumbing 1 P14.32 Building II Third Floor Plan Plumbing 1 P14.41 Building I Fourth Floor Plan Plumbing 1 P14.42 Building II Fourth Floor Plan Plumbing 1 P14.51 Building I & 11 Roof Plan Plumbing 1 P14.61 Enlarged Unit Plans Mechanical 1 P14.62 Enlarged Unit Plans Plumbing 1 P14.63 j Enlarged Unit Plans Plumbing 1 P14.64 Enlarged Unit Plans Plumbing 1 P14.71 Sanitary Riser Diagrams Plumbing P14.72 Domestic Water & Condensate Riser Diagrams Plumbing P14.81 Symbol Legend and General Notes Plumbing 1 M15.00 Symbol Legend and General Notes Mechanical M15.11 Building I First Floor Plan Mechanical M15.12 Building II First Floor Plan MechanicalAl M15.13 Clubhouse Floor Plan Mechanical M15.21 Building I Second Floor Plan Mechanical M15.22 Building it Second Floor Plan Mechanical 1 M15.31 Building I Third Floor Plan Mechanical 1 M15.32 Building II Third Floor Plan Mechanical 1 M15.41 Building I Fourth Floor Plan Mechanical Al M15.42 Building II Fourth Floor Plan Mechanical 1 M15.51 1 Building I & II Roof Plan Mechanical 1 M15.61 1 Enlarged Unit Plans Mechanical 1 M15.62 Enlarged Unit Plans Mechanical 1 M15.63 Enlarged Unit Plans Mechanical 1 M15,64 Enlarged Unit Plans Mechanical Al M15.71 : Mechanical Schedules M15.81 Mechanical Details M15.62 Mechanical Details M15.91 Mechanical Risers ELECTRICAL DRAWINGS E16.00 ; Symbol Legend and General Notes Electrical E16.01 Site Plan Electrical 1 E16.02 Site Lighting Electrical 1 E16.03 Photometrics Electrical 1 E16.04 j Site Lighting Fixture Cut Sheets E16.11 Building I First Floor Plan Electrical 1 E16.12 Building 11 First Floor Plan Electrical 1 E16.13 Clubhouse Floor Plan & Power Systems 1 E16.14 Clubhouse Floor Plan Lighting 1 E16.21 Building I Second Floor Plan Electrical 1 E16.22 Building II Second Floor Plan Electrical 1 E16.31 Building I Third Floor Plan Electrical Al E16.32 Building II Third Floor Plan Electrical 1 E16.41 Building I Fourth Floor Plan Electrical 1 E16.42 Buildin it Fourth Floor Plan Electrical [:El:6.51 Building I & II Roof Plan Electrical E16.61 Enlarged Unit Plans 1 E16.62 Enlarged Unit Plans 1 E16.63 Enlarged Unit Plans 1 E16.64 Enlarged Unit Plans 1 E16.65 j Enlarged Floor Plans Electrical Al E16.71 Building I Power Riser Diagram 1 E16.72 Building ll Power Riser Diagram 1 E16.73 Building II Power Riser Diagram 1 E16.74 Clubhouse Riser Diagrams 1 E16.75 System Riser Diagram 1 E16.76 ! Schedules Electrical 1 E16.77 Schedules Electrical 1 E16.78 Schedules Electrical 1 E16.81 Electrical Details MPSTER;�NCLOSURE DRAWINGS A A19.31 Dum star nclosure - Plans Elevations & Details 1 A19.32 SHEET REMOVED 1 S19.33 , Foundatio Plan, Section, Detail and Schedule 1 P19.35 Dum stet nclo sure - PlumbingPlan 1 E19.36 SHEET REMOVED VN CON �v cOr ES,FL0!UDA3U I. "-LLS ORD, NAN,L3 . - y '�C_i--F,2j4jq,-,-` rq FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARE'I ITECTURE I INTE]ZIORDESKM 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 0 a m Summersef, 0 0 N 0 Apartments , U w 0 E 0 o Zephyrhills, FL .N 2 09/08/2015 N 0 U a �. 0 11224 0 z 11 0 SHEET REVISIONS: EDITED BY: PROJECT NO. JD -�4=Z3ts-k Title Sheet, Drawing Index & Issue History Al a0l CLUBHOUSE CODE COMPLIANCE PROJECT INFORMATION UNIT AREA TABLE BUILDING UNIT DIAGRAMS o. 0 N 0 rn 0 0 0- OCCUPANCY TYPE A-3 ASSEMBLY CONSTRUCTION TYPE TYPE V-B, NON-SPRINKLERED AREA & HEIGHT LIMITATION (FBC-B TABLE 503) REQUIRED/ALLOWED PROPOSED MAX HEIGHT 40' 18'-10 7/8" MAX NUMBER OF STORIES 2 STORIES 1 STORIES MAXIMUM AREA PER FLOOR 6;000 SF 4,490 SF 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 HR 0 HR BUILDING SEPARATION FROM APARTMENT BUILDING COMPLYING WITH FBC-B SECTION 3104 2114 -STORY WOOD FRAME APARTMENT BUILDINGS W/ LOAD BEARING EXT. WALLS 1)1-STORY WOOD FRAME CLUBHOUSE BUILDING W/ LOAD BEARING EXT. WALLS 1) CMU TRASH DUMPSTER ENCLOSURE GOVERNING BODIES CITY OF ZEPHYRHILLS 53335 8TH ST ZEPHYRHILLS, FL 33542 PHONE (813) 780-0020 BUILDING CODES FLORIDA BUILDING CODE, BUILDING (FBC-B) 2010 EDITION FLORIDA BUILDING CODE, ACCESSIBILITY (FBC-A) 2012 EDITION FLORIDA BUILDING CODE, MECHANICAL (FBC-M) 2010 EDITION FLORIDA BUILDING CODE, ENERGY CONSERVATION (FBC-EC) 2010 EDITION FLORIDA BUILDING CODE, FUEL GAS (FBC-FG) 2010 EDITION FLORIDA BUILDING CODE, PLUMBING (FBC-P) 2010 EDITION FLORIDA FIRE PREVENTION CODE (FFPC) 5TH EDITION NATIONAL ELECTRICAL CODE (NEC) 2008 EDITION CLUBHOUSE INTERIOR FINISHES (FBC-C TABLE 803.9) APARTMENT ACCESSIBILITY VERTICAL EXIT & PASSAGE WAY = B ALL UNITS ARE DESIGNED TO COMPLY W/ THE FAIR HOUSING ACT OF 1980 AND EXIT ACCESS = B DESIGN FEATURES AS REQUIRED PER FLORIDA HOUSING STANDARDS. 5% OF UNITS ROOM & ENCLOSED SPACES = C ARE DESIGNED TO COMPLY WITH UFAS AS REQUIRED PER SECTION 504 AND THE FLORIDA BUILDING CODE -ACCESSIBILITY 2012. IN INSTANCES WHERE THESE CLUBHOUSE OCCUPANCY MEANS OF EGRESS STANDARDS DIFFER, THE UNITS WERE DESIGNED TO COMPLY WITH THE MOST OCCUPANCY LOAD (PER FBC 1004.1) GROUP: A3 STRINGENT REQUIREMENT. REFER TO BUILDING PLANS FOR LOCATIONS. ASSEMBLY AREA / FLOOR AREA PER OCC. OCCUPANTS ADDITIONALLY, 2% OF UNITS SHALL BE ACCESSIBLE TO PERSONS WITH HEARING AND CLUBROOM 751 SQ.FT. / 15 SQ.FT. 50 VISION IMPAIRMENTS. REFER TO MEP DRAWINGS FOR RESPECTIVE NOTATIONS. FITNESS (W / EQUIP.) 488 SQ.FT. / 50 SQ.FT. 10 CLASSROOM 278 SQ.FT. / 15 SQ.FT. 19 APARTMENT CODE COMPLIANCE LOBBY 238 SQ.FT. / 15 SQ.FT. 16 OCCUPANCY TYPE R-2 RESIDENTIAL CONSTRUCTION TYPE TYPE V-A, SPRINKLERED (FIRE SPRINKLER BUSINESS SYSTEM NFPA 13R PER FBC 903.3.1,2) LEASING 629 SQTT. /100 SQ.FT. 7 (INCLUDES MANAGER'S OFFICE) AREA & HEIGHT LIMITATION (FBC-B TABLE 503) REQUIRED/ALLOWED PROPOSED COMPUTER ROOM 190 SQ.FT. / 100 SQ.FT. 2 MAX HEIGHT 60` 40'-6 3/4" MAIL 98 SQ.FT. / 100 SQ. FT. 1 MAX NUMBER OF STORIES 4 STORIES* 4 STORIES MAXIMUM AREA PER FLOOR PER AREA MODIFICATION CALCS BELOW ACCESSORY AREAS MECH. CLOSET & JANITOR 83 SQ. FT. /300 SQ.FT. 1 FIRE PROTECTION (FBC-B TABLE 601 & 602): STRUCTURAL FRAME 1 HR 1 HR TOTAL 106 PERSONS EXTERIOR BEARING WALLS 1 HR 1 HR INTERIOR BEARING WALLS 1 HR 1 HR REQUIRED PROVIDED INTERIOR NON -BEARING WALLS 0 HR 0 HR TRAVEL DISTANCE (FBC-B TABLE 1016.1) 200' 59'-0" EXTERIOR NON -BEARING WALLS 0 HR 0 HR EXITING REQUIREMENTS (FBC-B TABLE 1019.1) 2 EXITS 2+ EXITS FLOOR CONSTRUCTION 1 HR 1 HR 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 A1.11 FOR LIFE SAFETY PLAN ELEVATOR SHAFT ENCLOSURE (FBC-B 708.4) 2 HR 2 HR BUILDING SEPARATION FIRE WALL 2 HR** 2 HR * AUTOMATIC SPRINKLER SYSTEM INCREASE OF 1 STORY, BUT NOT EXCEEDING 60 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 0® BUILDING I W = 30 If = [547'-8"/620'-5" - 0.25130/30 12,000 SF (TABLE 503) F = 547'-8" I f = [0.88-0.25]1 +[12,000 X 0.63] P = 620'-5" If = 0.63 19,560 SF 13,105 SF BUILDING II W = 30 If = [759'-l"/828'-1" - 0.25] 30/30 12,000 SF (TABLE 503) ® CLUBHOUSE PLUMBING FIXTURE CALCS (FBC-P 403.1 & 403.8) F = 759'-l" If = [0,92-0.25] 1 +[12,000 X 0.671 TOTAL OCCUPANTS 106 OCCUPANTS P = 828'-1° !f = 0.67 20,040 SF 18,058 SF ASSUMED 50% MEN 53 OCCUPANTS ASSUMED 50% WOMEN 53 OCCUPANTS POOL SIZE = < 2,500 SF APT. OCCUPANCY & MEANS OF EGRESS (FBC-B CHAPTER 10) REQUIRED OCCUPANCY LOAD (S.F. / OCC.) GROUP FLOOR AREA RESIDENTIAL UNITS R-2 200 S.F./ OCC. OCCUPANT + PER POOL = TOTAL TOTAL MEN'S LOAD SIZE REQUIRED PROVIDED TRAVEL DISTANCE ALLOWED PROVIDED WC (1 PER 125) 1 1 2 1 WITHIN DWELLING UNITS 75'-0" " 44'-0 (SUB FOR URINAL) UNIT ENTRY TO OUTSIDE OF BLDG. 200'-0" 82'-0" LAVATORIES (1 PER 200) 1 1 2 2 URINAL 0 1 1 2 EXITING REQUIREMENTS REQUIRED PROVIDED NUMBER OF EXITS 2 EXITS 2+ EXITS WOMEN'S STAIR WC (1 PER 65) 1 1 2 3 WIDTH 44" (MIN) 49.5" LAVATORIES (1 PER 200) 1 1 2 2 RISE 7" (MAX) 6.59" (AVG) RUN 11" (MIN) lift SERVICE SINK 1 0 1 1 LANDING 44" (MIN) 44" DRINKING FTN (1 PER 500) 1 0 2 2 (HI/LOW) HEADROOM 80" >80" 0 DUMPSTER 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, UNSPRlNKLERED 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' 6'-8" EXIT ACCESS = C MAX NUMBER OF STORIES 1 STORIES 1 STORIES ROOM & ENCLOSED SPACES = C MAXIMUM AREA PER FLOOR 5,500 S.F. 455 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 HP. 0 HR FLOOR CONSTRUCTION 0 HR 0 HR ROOF CONSTRUCTION 0 HR 0 HR 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 708 0 708 7 16 16.67% 1 Bed / 1 Bath A2-UFAS 708 0 708 1 1 Bed / 1 Bath A3 815 57 872 8 2 Bed / 2 Bath B1 1040 0 1040 23 �� 62.50�/Q 2 Bed / 2 Bath B2 1040 1 60 1100 19 2 Bed / 2 Bath B3 1075 0 1075 15 2 Bed / 2 Bath B4-UFAS 1040 0 1040 1 2 Bed / 2 Bath 135-UFAS 1040 60 1100 1 2 Bed / 2 Bath 136-UFAS 1075 0 1075 1 3 Bed / 2 Bath Cl 1252 60 1312 19 20 20.83% 3 Bed / 3 Bath C2-UFAS 1252 60 1312 1 Total Units in Project - All Types 96 100.00% NOTE 1: THIS INFORMATION SHALL NOT BE USED FOR CONDOMINIUM DOCUMENTS. NOTE 2: UNIT AREAS LISTED ARE FROM CENTER LINE OF TENANT SEPARATION AND OUTSIDE OF EXT./BREEZEWAY WALLS. AREAS ARE APPROX. UNIT TYPES UNIT Al: 1 BED / 1 BATH UNIT B1: 2 BED / 2 BATH UNIT B4-UFAS: 2 BED / 2 BATH UNIT Cl: 3 BED / 2 BATH BUILDING AREA TABLE UNIT" A2-UFAS:1 BED / 1 BATH UNIT 132: 2 BED / 2 BATH UNIT B5-UFAS: 2 BED / 2 BATH UNIT A3:1 BED 11 BATH UNIT 63: 2 BED / 2 BATH UNIT 136-UFAS: 2 BED / 2 BATH UNIT C2: 3 BED / 2 BATH BUILDING II (56 UNITS) (8) A3 -1 BED / 1 BATH (1'6) Bl - 2 BED ! 2 BATH (8) B2 - 2 BED 12 BATH (12) B3 - 2 BED 12 BATH (11) C1 -3 BED/2 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 I AREA I TOTAL ' A/C AREA NON -A/C I AREA TOTAL 1 ST FLOOR AREAS 12,558 547 13,105 17,624 434 18,058 3,452 1,038 4,490 2ND FLOOR AREAS 12,202 326 12,528 17,446 434 17,880 0 0 0 3RD FLOOR AREAS 12,202 326 12,528 17,446 434 171880 0 0 0 4TH FLOOR AREAS 12,202 326 12,528 17,446 434 �17,880 0 0 0 TOTALS 49,164 1,525 50,689 I 69,962 1;736 71,698 3,452 1,038 4,490 # OF BUILDINGS 1 1 I 1 TOTAL AREA 50,689 71,698 4,490 PROJECT TOTAL 126,877 2 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL BUILDING I/40 UNITS) (7) Al -1 BED / 1 BATH (l) A2-U'FAS -1 BED / 1 BATH (7) Bl - 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) Cl - 3 BED / 2 BATH VISUAL/HEARING IMPAIRED UNIT <.1.1-C VISUALIHEARIING IMPAIRED UNIT SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET` DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS , 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 ®®a ®pa Dun n®® o ❑ 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 James B. 1z-trzT__ AROOLA is -: •. EDITED BY: KG PROJECT NO. 141-298 Apartments Code Compliance Matrix � �J ABBREVIATION LEGEND SOUND TRANSMISSION CLASS DECAY & TERMITE PROTECTION GENERAL DATA i7 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. EQUIV 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 1 Feet Footing Foundation Face of Beam Face of Stud Gauge Galvanized Garage General Contractor Glass Glazing Gypsum Board Hollow Core Hose Bibb Header Hardware Horizontal Hour Height Heating, Venting & AC International Building Code Interior Design Inch/Inches Installation Insulation (ed) Interior Junction Box Joist Joint KDAT KIT LAM LAV LF LIN LR LT MAX MECH MEM MEP MFR MIN MIR MISC MPH MR MTD MTL NUMN NOM NRC NTS OC OCC OFW OSB PAN PKG PLAM PLB PLMG PLF PLYWD PRE-ENC PSF PSI P-T PT PTAC PTD PVC QT RAD RCP REF REFRIG REINF REQD RM RO RS RSC SAN SC SCH SEP SF SGD SHT SHTG SIM SOG SP SPEC SPF SQ SS STC STD STL STO SW SYM SYP T&B T&G TB TEMP THK TPD TPH T.O. TOS TOFD TS TYP UL UNO VC VCT VER VERT VLT VWC W W/ W/D W/0 WC WD WDW WIC WH Kiln Dried After Treatment Kitchen Laminate Lavatory Linear Feet Linen Living Room Light Maximum Mechanical Membrane Mechanical, Electrical, Plumbing Manufacturer (ed) Minimum Mirror Miscellaneous Miles Per Hour Moisture Resistant Mounted Metal Number Nominal Noise Reduction Class Not To Scale On Center Occupancy / Occupant Outside Face of Wall Oriented Strand Board Pantry Package Plastic Laminate Plumb Plumbing Pounds Per Linear Foot Plywood Pre-engineered Pounds Per Square Foot Pounds Per Square Inch Post Tension Pressure Treated Wood Package Terminal AC Painted Poly Vinyl Chloride Quarry Tile Radius Reflected Ceiling Plan Reference Refrigerator Reinforce(edling) Required Room Rough Opening Rough Sawn Rough Sawn Cedar Sanitary Solid Core Schedule Separation Square Feet Sliding Glass Door Sheet Sheathing Similar Slab On Grade Spring Point Specifications Spruce -Pine -Fur Square Stainless Steel Sound Transmission Class Standard Steel Storage Shear Wall Symmetrical Southern Yellow Pine Top & Bottom Tongue & Groove Towel Bar Tempered Thick Toilet Paper Dispenser Toilet Paper Holder Top of Top of Slab Top of Floor Deck Tube Steel Typical Underwriters Laboratory Unless Noted Otherwise Vinyl Covered Vinyl Composite Tile Verify Vertical Vault Vinyl Wall Covering Washer With Washer/Dryer Combination Without Water Closet Wood Window Walk In Closet Water Heater 1. COMPLY WITH BUILDING CODE FOR SOUND TRANSMISSION CONTROL REQUIREMENTS. UNLESS OTHERWISE INDICATED, MAINTAIN RATINGS OF AT LEAST 50 STC AND 50 TIC BETWEEN DWELLING UNITS AND BETWEEN DWELLING UNITS AND COMMON SPACES. PENETRATIONS, EDGES, AND JOINTS MUST BE TREATED TO MAINTAIN REQUIRED RATINGS. Em 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 CEMENTITIOUS 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 0° 90 NUMBERED DOOR SYMBOLS 01-01. ELEVATION TARGET, INDICATES HGT AFF KEY NOTE WITH LEADER INDICATOR ZL REVISION DELTA TITLE LE MARKER O LETTERED WINDOW SYMBOL COMPLETE SECTION: x DETAIL NUMBER x LOCATION & DIRECTION OF CUT NOTE SHEET ON WHICH DETAIL APPEARS PARTIAL SECTION: x DETAIL NUMBER x LOCATION & DIRECTION OF CUT NOTESHEET ON WHICH DETAIL APPEARS 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. T ERM'ITE 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 1'41 AWAY FROM BUILDING SIDEWALLS, LINO. 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. 7. PROVIDE CODE REQUIRED CLEARANCE AT EXTERIOR WALL BETWEEN WALL COVERING AND FINAL GRADE FOR TERMITE INSPECTION. BUILDING ADDRESS 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. 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 APPLICATI N 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.) 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. DRAWWINGS 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 MANUFACTURER'S 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 SUBMITTI'J G 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 LION -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 SHALT® 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, FOOT INGS, 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 PROJECT'S 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. WEATHERPNATER 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, WEATHER/WATER-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., Ibz -a M ARCHITECTURE s INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Una can Dun a00 o � bniNEF 00 ICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephvrhills, FL A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 ,• • s • Symbols FLOOR i CEILING ASSEMBLIES CD U E MASONRY WALL ASSEMBLIES TYP. @ ELEVATOR HOISTWAY @ CORRIDOR WM-4 2 HOUR RATED - 1. (1) LAYER 1/2" GYP BD = = 2. CONTINUOUS RADIANT FOIL R-7 INSULATION UNDERWRITER'S LABORATORY 3. 1 112" FURRING AT 16" OC 4. 8"2 HR CMU PER STRUCTURAL DESIGN U905 CORRIDOR HOISTWAY TYP. @ ELEVATOR HOISTWAY @ UNITS WM-5 2 HOUR RATED 1. 8112 HR CMU PER STRUCTURAL UNDERWRITER'S 2. 2x WOOD STUDS @ 16 OC. REFER TO STRUCTURAL LABORATORY 3. R-19 UNFACED BATT INSULATION (COMPRESSED TO EFFECTIVE R-13 AT 2x4 DESIGN U905 WALLS) G 4. 5/8" FIRE RATED GYPSUM BOARD HOISTWAY UNIT [7- TYP. @ EXTERIOR WALLS @ DUMPSTER ENCLOSURE WM-6 NON RATED - 1. 5/8" MIN DIRECT APPLY CEMENT PLASTER FINISH -:. 2. 8" CMU PER STRUCTURAL DRAWINGS - 3. PAINT OVER BLOCK EXT INT. E FRAME WALL ASSEMBLIES TYP. @ TENANT SEPARATION WF-1 1. (1) LAYER 5/8" FIRE -RATED GYP. BD. (EXT. GRADE AT UNCONDITIONED SPACE) 2. DOUBLE WOOD STUDS STAGGERED @ 16" O.C. MAX. WITH 2X10 TOP PLATE. 1 HOUR , ; REFER TO STRUCTURAL. j RATED 3. R-13 KRAFT FACED BAIT INSULATION ON ONE SIDE. AT INTERVALS NOT EXCEEDING 10 FEET HORIZONTALLY, SECURELY INSTALL INSULATION ACROSS CALCULATED CAVITY TO OPP. WALL TO PROVIDE FIREBLOCKING IN CONCEALED SPACES. ASSEMBLY PER 4. (1) LAYER 5/8" FIRE -RATED GYP. BD. (EXT. GRADE @UNCONDITIONED SPACE) FBC 721.6.2 INT ! INT. C MATERIAL RATING (MINUTES) STC 55 PER TL-93-265 2x4 WOOD STUDS @ 16" O.C. 20 1 LAYER 5/8" FIRE RATED GYPSUM WALLBOARD 40 TOTAL TIME 60 TYP. @ RATED PARTITIONS WF-2 1 HOUR RATED 1. (1) LAYER 5/8" FIRE RATED GYPSUM BOARD UNDERWRITER'S 2. 2x WOOD STUD FRAMING AT 16" O.C. MAX. REFER TO STRUCTURAL LABORATORY DESIGN U305 C .. .. 3. R-19 INSULATION AT PUMP ROOM TO UNIT 4. 1 LAYER 5/8" FIRE RATED GYPSUM BOARD I ( ) INT. �.......,- INT. TYP. @ INTERIOR PARTITIONS WF-3 NON RATED; 1. (1) LAYER 1/2" GYPSUM BOARD 2. 2X WOOD STUDS @ 24" O.C. MAX., REFER TO STRUCTURAL 3. (1) LAYER 1/2" GYPSUM BOARD 4. R-13 BATT INSULATION BETWEEN CONDITIONED AND UNCONDITIONED SPACES INT C = ,.. INT. TYP. DRAFT STOPPING @ ATTIC WF-4 NON RATED DRAFTSTOP 1. (1) LAYER 7116" OSB ON ONE SIDE, U.N.O. 2. WOOD TRUSS W/ VERTICAL MEMBERS @ 24" O.C. MAX. WF-5 TYP. @ INTERIOR FURR-OUTS NON RATED 1. (1) LAYER 1/2" GYPSUM BOARD 2. WOOD STUDS @ 16" O.C. MAX, REFER TO STRUCTURAL INT. CAVITY I TYP. @ UNITS FC-1 1. 3/4" GYP-CRETE TOPPING* 1 HOUR 2. 3/4" EXT. GRADE T&G PLYWOOD FLOOR SHEATHING RAT ED 3. 20" WOOD FLOOR TRUSSES @ 24" O.G. MAX. 4. R-11 UNFACED BATT INSULATION UNDERWRITER'S / � 5. RESILIENT CHANNELS @ 12" O.C. MAX., PERP. TO TRUSSES ! LABORATORY DESIGN L546 (SYSTEM #1) I / 6. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD / V " *PROVIDE ROVIDE UL SPECIFIED SOUND CONTROL MAT TO ACHIEVE:.IC-50 AS FSTC 57" (98.67280.10) j REQUIRED PER CODE AT UPPER FLOORS. IF UNDER-GYPCRETE MAT IS FIIC 50* (98.67280.1) PROVIDED, GC TO COORDINATE FINISH FLOOR ELEVATIONS WITH MAT & REQUIRED GYPCRETE THICKNESS. TYP. @ CORRIDOR FC-2 j 1. 3/4" GYP-CRETE TOPPING* 1 HOUR 2. 3/4" EXT. GRADE T&G PLYWOOD FLOOR SHEATHING RATED 3. 20" WOOD FLOOR TRUSSES @ 24" O.C. MAX. 4. R-11 UNFACED BATT INSULATION UNDERWRITER'S 5. RESILIENT CHANNELS @ 12" O.C. MAX., PERP. TO TRUSSES LABORATORY 6. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD DESIGN L546 (SYSTEM #1) * PROVIDE UL SPECIFIED SOUND CONTROL MAT TO ACHIEVE IIC-50 AS FSTC 57* (98.67280.10) REQUIRED PER CODE AT UPPER FLOORS. IF UNDER-GYPCRETE MAT IS RIC 50* (98.67280.1) PROVIDED, GC TO COORDINATE FINISH FLOOR ELEVATIONS WITH MAT & REQUIRED GYPCRETE THICKNESS. TYP. @ STAIR LANDING FC-3 1 HOUR 1. 1 1/2" LIGHTWEIGHT CONCRETE ON ELAS I OMERIC MEMBRANE RATED ! 2. 3/4" EXT. GRADE T&G PLYWOOD FLOOR SHEATHING 3. 191/4" WOOD FLOOR TRUSSES @ 24" O.C. MAX. UNDERWRITER'S 4. RESILIENT CHANNELS @ 16" O.C. MAX., PERP. TO TRUSSES LABORATORY 5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD DESIGN L528 (SYSTEM #1) X� FC-4 i YP. @BALCONIES ---- I - - 1. 1 1/2" LIGHTWEIGHT CONCRETE ON DRAINAGE MAT OVER 1 HOUR ELASTOMERIC MEMBRANE RATED 2. 3/4" EXT. GRADE T&G PLYWOOD FLOOR SHEATHING -- 3. WD. FLOOR TRUSSES, W/ SLOPED TOP CHORD (16" @ DOOR T015"@ UNDERWRITER'S BALCONY EDGE) SPACED PER STRUCTURAL * I LABORATORY 4. RESILIENT CHANNELS @ 16" O.C. MAX., PERP. TO TRUSSES DESIGN L528 5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD (SYSTEM #1) *(AT UNIT B5-UFAS & C2-UFAS BALCONY WD FLOOR TRUSS W/ SLOPED TOP CHORD 191/2" @ WALL T0181/4" @ BALCONY EDGE SPACED PER STRUCTURAL) MASONRY WALL ASSEMBLIES TYP. @ EXTERIOR WALLS @ DUMPSTER ROOM WM-1 2 HOUR RATED 1. FIBER CEMENT SIDING OVER BUILDING WRAP 2. 2x PT FURRING @ 16" OC UNDERWRITER'S 3. 8" 2 HR CMU PER STRUCTURAL LABORATORY 4. PAINT OVER STRUCK BLOCK DESIGN U905 EXT INT. TYP. FIREWALL I BUILDING SEPARATION & DUMPSTER ROOM WM-2 2 HOUR I 1. (1) LAYER 1/2" GYP BD RATED 2. CONTINUOUS RADIANT FOIL R-7 INSULATION 3. 1 1/2TFURRING 6 OC UNDERWRITER'S 4. 8" 2 HR CMU PER STRUCTURAL LABORATORY 5. 1 1/2" FURRING AT 16" OC DESIGN U905 6. CONTINUOUS RADIANT FOIL R-7 INSULATION ! j I = 7. (1) LAYER 1/2" GYP BD ! 1 (OMIT FURRING AND GYP BD AT INTERIOR ATTIC SPACE) TYP. FIREWALL / BUILDING SEPARATION @ UNITS WM-3 1. (1) LAYER 1/2" GYP BD 2 HOUR 2. CONTINUOUS RADIANT FOIL R-7 INSULATION RATED 3. 1 1/2" FURRING AT 16" OC 4. 8" 2 HR CMU PER STRUCTURAL UNDERWRITER'S 5. 2x WOOD STUDS @ 16" OC. REFER TO STRUCTURAL LABORATORY - 6. R-19 UNFACED BATT INSULATION (COMPRESSED TO EFFECTIVE R-13 AT 2x4 DESIGN U905 l: WALLS) 7. 5/8" FIRE RATED GYPSUM BOARD i j CORRIDOR UNIT TYP. AT UNITS I CORRIDOR RC-1 1 HOUR RATED 1. -- TPO ROOF MEMBRANE 2. R30 POLYSSOCYANURATE INSULATION UNDERWRITER'S -- 3. 5/8" EXTERIOR GRADE PLYWOOD SHEATHING LABORATORY UNVENTED 4. WOOD ROOF TRUSSES @ 24" OC MAX (SLOPE TOP CHORD 1/4" PER FT MIN) DESIGN P522 ATTIC 5. RESILIENT CHANNELS @ 16" OC MAX, PERPENDICULAR TO TRUSSES 6. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD i TYP. @ CLUBHOUSE RC-2 PEON RATED 1. 30 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES ON NO.30 FELT 2. 1/2" EXT. GRADE PLYWOOD SHEATHING I 4\ _ 3. ROOF TRUSSES @ 24" OC MAX 4. R-30 BLOWN INSULATION 5. (1) LAYER 5/81' GYPSUM BOARD TYP. @ CLUBHOUSE NON -CONDITIONED I SPACES RC-3 NON RATED -- 1. 30 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES ON NO.30 FELT 2. 1/2" EXT. GRADE PLYWOOD SHEATHING 3. ROOF TRUSSES @ 24" OC MAX 4. i i (1) LAYER 5/8" EXT. GRADE GYPSUM BOARD I TYP. @ RATED BREEZEWAY & NON -CONDITIONED SPACES RC-4 1. ROOF CLADDING PER ELEVATION: (OPTION A OR B) 1 HOUR 1.A. 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES ON NO.30 FELT RATED 1.6. STANDING SEAM METAL ROOF OVER SPECIFIED UNDERLAYMENT 2. 1/2" EXT. GRADE PLYWOOD SHEATHING UNDERWRITER'S 3. ROOF TRUSSES @ 24" OC MAX LABORATORY 4. RESILIENT CHANNELS @ 12" OC MAX, PERPENDICULAR TO TRUSSES DESIGN P522 5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD i TYP. @ ELEVATOR HOISTWAY LID RC-5 - 1. TPO MEMBRANE ! 2 HOUR - -- 2. R30 POLYSOCYANURATE INSULATION RATED 3. NOMINAL 3/4" PLYWOOD SHEATHING 4. 2X8 WOOD JOISTS @ 24" OC MAX 5. (3) LAYERS 5/8" FIRE -RATED GYPSUM BOARD GYPSUM ASSOCIATION 6. HAT CHANNELS @ MAX. 24" OC, PERPENDICULAR TO JOISTS (GA# FC5725) 7. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD TYP. @STAIR LID <9> 1. TPO MEMBRANE 2 HOUR 2. R30 POLYSOCYANURATE INSULATION RATED 3. NOMINAL 3/4" PLYWOOD SHEATHING 4. 2X8 WOOD JOISTS @ 24 OC MAX - 5. (3) LAYERS 5/8" FIRE -RATED GYPSUM BOARD GYPSUM ASSOCIATION HAT CHANNELS @ MAX. 24" OC, PERPENDICULAR TO JOISTS (GA# FC5725) 7. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD TYP. @ STAIR ENCLOSURE LOW ROOFS RC-7 1. / I STANDING STEAM METAL ROOF OVER SPECIFIED UNDERLAYMENT 2 HOUR 2. 314" EXT. GRADE PLYWOOD SHEATHING RATED 3. ROOF TRUSSES @ 24" OC MAX - 4. R-30 BLOWN INSULATION GYPSUM 5. (3) LAYERS 5/8" FIRE RATED GYPSUM BOARD ASSOCIATION 6. HAT CHANNELS @ 24" OC MAX, PERPENDICULAR TO TRUSSES (GA# RC2751) 7. (1) LAYER 5/8" FIRE RATED GYPSUM BOARD ASSEMBLY NOTES A THE INDICATED UL ASSEMBLIES AND OTHER SPECIFIED FIRE RATED DESIGNS ARE THE "BASIS OF DESIGN" FOR FIRE SAFETY, SOUND TRANSMISSION, MATERIAL SELECTION, ETC. THE CONTRACTOR MAY SUBMIT ALTERNATE ASSEMBLIES FOR REVIEW AND APPROVAL BY THE ARCHITECT, PRIOR TO CONSTRUCTION, TO BE USED IN PLACE OF THE ASSEMBLIES INDICATED ON THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT AS INDICATED IN THE ASSEMBLY AND/OR WITHIN THE SYSTEM THAT IS PART OF THE ASSEMBLY. NO SUBSTITUTION OF MATERIALS OR ADDITIONAL MATERIALS WILL BE ACCEPTED AND WHICH ARE NOT ALLOWED PER THE ASSEMBLY. APPROVAL OF THE ASSEMBLY BY THE ARCHITECT DOES NOT RELEASE THE CONTRACTOR FROM THE RESPONSIBILITY OF MEETING ALL APPLICABLE BUILDING CODES AND REGULATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF THE PROPOSED ALTERNATE ASSEMBLY TO THE AHJ FOR APPROVAL PRIOR TO CONSTRUCTION. B CONTRACTOR TO PROVIDE CURRENT UL LISTED PENETRATION FIRESTOP SYSTEM DESIGNS AND INSTALLATIONS COMPATIBLE FOR THE RATED ASSEMBLIES BEING PENETRATED. SUBMIT COPIES OF UL LISTED PENETRATION SYSTEMS TO ARCHITECT FOR REVIEW AND APPROVAL, PRIOR TO CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF PROPOSED PENETRATION FIRESTOP SYSTEM TO THE AHJ FOR APPROVAL PRIOR TO CONSTRUCTION. C METALLIC PENETRANTS THROUGH HORIZONTAL ASSEMBLIES WITH T-RATINGS OF <1 HOUR SHALL OCCUR WITHIN WALLS OR CONCEALED SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHE DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS U z INTERIOR DESIGN, INC. PLANNING I ARCHrrECMFtE 745 orienta avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com n®a flan nn ono 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL EDITED BY: KG PROJECT NO. 14-2984 Apartments Construction Assemblies -1- - L - 'I __2 I f Y I I 4.1 1� C14 co 0 U) cM C) LO 00 C 0 0 ,A E FRAME WALL ASSEMBLIES TYP. @ EXTERIOR WALLS @ CLUBHOUSE 31 1. EXT FINISH PER ELEVATION: (OPTION A OR B) . ..... . ... NON RA71ED 1.A. FIBER CEMENT SIDING OVER BUILDING WRAP . .. ........... .. .. . ........... . . . ........... . 1,13. 7/8" ASTM C926 COMPLIANT CEMENT PLASTER SYSTEM ON PAPER -BACKED METAL LATH OVER WEATHER RESISTIVE BARRIER 2. 7/16" O.S.B. WALL SHEATHING (15/32" P.T. PLYWOOD@ 1ST 4') 3, R-19 UNFACED BATT INSULATION - - ----- 4. 2x6 WOOD STUDS @ 16" O.C. MAX. REFER TO STRUCTURAL 8 5. (1) LAYER 51" GYPSUM BOARD EXT. INT. TYP. @ EXTERIOR COLUMNS NON RATED 1. FIBER CEMENT SIDING OVER BUILDING WRAP 2. 7/16" O.S.B. WALL SHEATHING (15/32" P.T. PLYWOOD@ 1ST 4') 3 2x WOOD STUDS. REFER TO STRUCTURAL EXT. QAVITY TYP. @ RATED EXTERIOR COLUMNS 1 HOUR RATED 1. FIBER CEMENT SIDING OVERBUILDING WRAP CALCULATED 2. (1) LAYER 5/8" FIRE RATED EXT GRADE GYPSUM BOARD ASSEMBLY PER 3. 2x WOOD STUDS. REFER TO STRUCTURAL FBC 721.6.2 EXT. :ICAVITY TENANT SEPARATION @ BALCONY -1 >6 .7 . .. . ............. . A- 1 HOUR ✓1. RATED FIBER CEMENT SIDING OVER BUILDING WRAP CALCULATED 2. DOUBLE WOOD STUDS STAGGERED @ 16 O.C. MAX. WITH 2X10 TOP PLATE. ASSEMBLY PER REFER TO STRUCTURAL. FBC 721.6.2 3. (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD HEXT. EXT. MATERIAL RATING (MINUTES) -vv 2x4 WOOD STUDS @ 16" O.C. 20 I 1 LAYER 5/8" FIRE RATED GYPSUM WALLBOARD 40 TOTAL TIME 60 TENANT SEPARATION @ BALCONY <6> ........ .. 4= 1. EXT FINISH PER ELEVATION: (OPTION A OR B) 1 HOUR f 1.A. FIBER CEMENT SIDING OVER BUILDING WRAP RATED 1.B. 7/8" ASTM C926 COMPLIANT CEMENT PLASTER SYSTEM ON PAPER -BACKED METAL LATH OVER WEATHER RESISTIVE BARRIER CALCULATED 2. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD ASSEMBLY PER 3. DOUBLE WOOD STUDS STAGGERED @ 16 O.C. MAX. WITH 2X10 TOP PLATE. FBC 721.6.2 i. h REFER TO STRUCTURAL. 4 R-1 3 UNFACED BATT INSULATION EXTINT. 5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD . MATERIAL RATING (MINUTES) 2x4 WOOD STUDS @ 16" O.C. 20 1 LAYER 5/8" FIRE RATED GYPSUM WALLBOARD 40 TOTAL TIME 60 TYP. @ EXTERIOR WALL BUILD -OUT 1 HOUR 1 . FIBER CEMENT SIDING OVER BUILDING WRAP RATED _____2. 7/16" O.S.B. WALL SHEATHING (15/32 P.T. PLYWOOD @ 1ST 4') 2,-,4 WOOD STUDS @ 16' O.C. MAX. REFER TO STRUCTURAL CALCULATED ASSEMBLY 4. 7/16" O.S.B. WALL SHEATHING (15/32" P.T. PLYWOOD @ 1 ST 4') PER FBC 721.6.2 5. R-19 UNFACED BATT INSULATION 6. 2x6 WOOD STUDS @ 16" O.C. MAX, REFER TO STRUCTURAL . . ........ .... 7. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD EXT. INT. i v r- - - - - - - - - /OPENING FOR FIRE -RATED GYPSUM TRANSFER GRILL BOARD CONTINUOUS ON RATED WALL ;7 STUD WALL iF ---------------- I I PROTECT AIR TRANSFER GRILL OPENINGS AT APT, UNIT INTERIOR FIRE RATED WALLS PER THIS DETAIL FIRE -RATED GYPSUM BOARD CONTINUOUS ON RATED WALL TYP. CHASE WALL <WF>-6 2 HOUR it Ij RATED I" GYPSUM LINER PANEL SHAFT 2 1/2" C-H LIGHT GAUGE METAL STUDS AT 24" OC MAX UNDERWRITER'S (2) LAYERS 5/8" FIRE -RATED GYP BID LABORATORY DESIGN U438 TYP. @ EXT. SOFFIT - FINISH ONE SIDE NON -RATED 1. EXT FINISH PER ELEVATION: (OPTION A OR B) 1I.A. FIBER CEMENT SIDING OVER BUILDING WRAP 1.B. 7/8" ASTM C926 COMPLIANT CEMENT PLASTER SYSTEM ON PAPER -BACKED METAL LATH OVER WEATHER RESISTIVE BARRIER 7/16" O.S.B. WALL SHEATHING (115/32" P.T. PLYWOOD @ 1ST 4) 3. 2X STUD FRAMING AT 24" O.C, UNO EXT. INT. TYP @ STAIR ENCLOSURE - . . ........... 2 HOUR 1, (2) LAYERS 5/8" FIRE RATED GYP. BID. RATED 7 1 2. 2x6 WOOD STUD FRAMING AT 16" OC. REFER TO STRUCTURAL 3. R-19 UNFACED BATT INSULATION UNDERWRITER'S 4. (2) LAYERS 5/8" FIRE RATED GYP. BD. LABORATORY DESIGN U301 . .......... ... ........ . .... . ...... ... CORRIDO, 11 T R/UNSTAIR TYP. @ RATED PLUMBING ENCLOSURE - FINISH ONE SIDE <WF-9> 1HOUR RATED CALCULATED ASSEMBLY 1. 5/8" FIRE -RATED GYPSUM BOARD PER FBC 721.61 2. WOOD STUDS @ 16" O.C. MAX. REFER TO STRUCTURAL MATERIAL RATING (MINUTES) UNIT CAVITY 2x4 WOOD STUDS @ 16" O.C. 20 1 LAYER 5/8" FIRE RATED GYPSUM WALLBOARD 40 TOTAL TIME 60 TYP. @ EXTERIOR WALLS < 1>0 1 HOUR 1. EXT FINISH PER ELEVATION: (OPTION A OR B) 7777 �7_ 1.A. FIBER CEMENT SIDING OVER BUILDING WRAP RATED 1.13. 7/8" ASTM C926 COMPLIANT CEMENT PLASTER SYSTEM ON CALCULATED ASSEMBLY -'X4:L� . ..... ... . PAPER -BACKED METAL LATH OVER WEATHER RESISTIVE BARRIER PER FBC 721.6.2 Al--l" .. .......... 2. 7/16" O.S.B. WALL SHEATHING (15132" P.T. PLYWOOD @ 1 ST 4') . . ........ 3. R-19 UNFACED BATT INSULATION ----- ---- - - - 4. 2x6 WOOD STUDS @ 16" O.C. MAX. REFER TO STRUCTURAL 5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD EXT, INT. TYP. @ CORRIDOR UNIT 1HOUR RATED _-1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 2, R-19 UNFACED BATT INSULATION UNDERWRITERS 3. 2x6 WOOD STUDS @ 16" O.C. MAX. REFER TO STRUCTURAL LABORATORY 4. HORIZONTALLY RESILIENT CHANNELS SPACED @ 24" O.C. VERTICALLY DESIGN U305 ...... ............. --5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD STC 50 PER RAL TL77-138 _.IUNIT CORR.. NOTE: 112" GYPSUM BOARD FILLER STRIP @ TOP AND BOTTOM OF WALLS TYP. EXTERIOR WALL @ STAIR ENCLOSURE .. . ....... 1. EXT FINISH PER ELEVATION: (OPTION A OR B)2HOUR 1,A. FIBER CEMENT SIDING OVER BUILDING WRAP RATED IB. 7/8" ASTM C926 COMPLIANT CEMENT PLASTER SYSTEM ON PAPER -BACKED METAL LATH OVER WEATHER HER RESISTIVE BARRIER METAL UNDERWRITER'S ............ ----------------------- 2. (2) LAYERS 5/8 FIRE RATED GYP. BD. LABORATORY 3. 2x6 WOOD STUD FRAMING AT 16" OC. REFER TO STRUCTURAL DESIGN U301 ............... 4. R-19 UNFACED BATT INSULATION 5. (2) LAYERS 5,18FIRE RATED GYP. BD. EXT. STAIRS Zephyrhills, FL A SHEET REVISIONS: I EDITED BY: PROJECT NO. 14-2984 at Rated Walls NTS Plan Detail At Tenant Wall @ Intersection w/ Non -Rated Wall 1" = 1 g-011 Ulm I C0 2 _J 1 1� of 60 Points Achieved q I 18101a 0 & Collection of Recyclable$ 1A , l8vilding Reuse, Maintain 75% of EXisfiag Shell i t 1.2 Buildhig Reuse, Maintain 1100% of ExfstlnShall I ..... . ..... Building Reuse, Maintain iool7h Shell & 60% Non - Shall t 2.1 Construction Waste Management, Dived so% t 2,2 Construction Watte, Management, Divcd 760% 1 tao -Resource Re"so, specify 5% t 4.1 Recycled Content, Spear 25% 14.2 Recycled Content, Specify 5os/. t a Recyclable Materials 1 t 6 Demountable I Adaptable Interiors I 17 .......... . . Lover style clothes washer water shutoff . .......... . LocaltReillonal Materials, 201% Manufattured Locally 19.2 Locals Roillonal Material&, of20%, Above, 60% Rapidly Rene-wablo Materials Wood' it Durable Materials, Exterior finish Materials, .... ....... . . ... is Lo%k Maintenance Finishes paper, Ovation project shall maintain '100% of existing Shelf _t?,!4 _Y�tr! ovation project shall maintain 100% of existing Shelf and nlo,n'-s-t.ie,ll(npt,!,nc,ludl�pgvi,i,ndows,&-d'oo,r's) ;ct must divert a minimum of 50% of all waste from landfill ,c,t must dived 0 minimum of 750% of all waste from landfill diets are cumulative - ?qintz are'award6d poiate 6% (based on cos Ivaged or refurbishied fiats porate 2511,10 (based on material cost) recycled materials porate 50"A (based on material cost) recycled materials fi awarded ts porate 10% (based on material cost) recyclable materials ctable through a structured existing program ) Project. to use a single lever shutoff valve requif Ing only a 90 degrer` sum Projecito purchase 20% ( based an cos: t of materials from a 700 mile radius from project site 1111.1-1.11111 "", ' I'll 1, 11 ... J ...... Project to purchase 50% of the above mentioned materials t1tal are harvested, extracted, rncovaredvothin7u0nilles Project to purchase 6 % (based on cost) of all building I materials to be rapidly renewable (plant to harvest cycle <10 Project to purchase 0% (based on cost) of all wood products I cerfifleil'by the Forest Stewardship Council (FSC) 111111 ...... ...... Use exterior systems capable of withstanding the moisture and beat impacts of the local climate for a period of 40 years install sensor/shutoff system to cut off water supply to clothes washe.r & water heater col each unit Use interior and exterior finish materials that require hone or FORUME ARCHITECTURE & CL .` INTERIOR DESIGN, INC. 0 C 1: PLANNING I ARCHITECTURE I NMRiORDESIGN U 6 0) C 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 13 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 MA James B.JBIaqX AR001 1?2Z SET DISTRIBVIONS: A SHEET REVISIONS: I 3 EDITED BY: JG PROJECT NO. 14-2984 d Z FGBC Green Building Requirements OCCUPANCY SEPARATION DWELLING UNIT TO CORRIDOR 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 REQUIREMENTS FFPC/NFPA/FBC MAXIMUM TRAVEL DISTANCE 200'-0" LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL 2 DESIGNATES 2 HR FIRE RATING FOR ADJACENT WALL SEMI -RECESSED FIRE EXTINGUISHER FE IN CABINET, REFER TO GEN. NOTES FLOOR OCCUPANCY (GROSS UNIT / 120 SQUARE FOOTAGE) USING EXIT (TOTAL / NUMBER OF EXITS) STARTING POINT D=120' '—TOTAL DISTANCE TO EXIT PATH OF TRAVEL UNITS OCCUPANTS DISTANCE WITHIN UNIT TO EGRESS DOOR Al 4 32 LF. A2 UFAS 4 35 LF. A3 4 40 LF. 131 6 44 LF. B2 6 44 LF. I B3 6 i 44 LF. B4 6 44 LF. B5 6 44 LF. B6 6 44 LF. C1 7 42 LF. C2 UFAS 7 40 LF. IL ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I KM:J'ORDMM 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com SUmmerset Atmoartments Zephyrhills, FL 09/04/2015 James 111 SHEET REVISIONS: 08121/15 1 ! Structural Revision $ EDITED BY: KG s PROJECT NO. 14-2984 U Z Building I & Clubhouse W 0 0 W First Floor Life Safety 06 W Plan U W h A1.1 1 DWELLING UNIT TO CORRIDOR 1 HOUR DWELLING UNIT TO DWELLING UNIT 1 HOUR ELEVATOR HOISTWAY 2 HOURS BUILDING SEPARATION FIRE WALL 2HOURS Buildin 11 -First Floor Life Safety Plan tIGNIFICANT REVISIONS :HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND :_:S:- ENCLOSING THE CORRIDORS 3/32" = 1'-0" E SHEET NOTES A RATINGS SHOWN ARE FOR SEPARATION ONLY. REFER TO SHEETS A1.04 & A1.05 FOR STRUCTURAL RATINGS. 8 SEE FIRE PROTECTION DRAWINGS FOR STANDPIPE DETAILS. COORDINATE LOCATIONS WITH ARCHITECTURAL ECTURAL PLANS. C SEE FIRE PROTECTION DRAWINGS FOR I DENT! FI'CATION 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. E EGRESS REQUIREMENTS FFPC/NFPA/FBC MAXIMUM TRAVEL DISTANCE 200'-0" BUILDING - SPRINKLERED NFPA 13R (REMOTE CORNER OF ROOM TO NEAREST EXIT) 821-011 DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL DESIGNATES 2 HR FIRE RATING FOR ADJACENT WALL SEMI -RECESSED FIRE EXTINGUISHER FE IN CABINET, REFER TO GEN. NOTES FLOOR OCCUPANCY (GROSS UNIT SQUARE FOOTAGE) USING EXIT 120 (TOTAL / NUMBER OF EXITS) STARTING POINT D= 1 20'_ TOTAL DISTANCE TO EXIT PATH OF TRAVEL M UNIT EGRESS UNITS OCCUPANTS DISTANCE WITHIN UNIT TO EGRESS DOOR Al 4 32 LF. A2 UFAS 4 35 LF. A3 4 40 LF. B1 6 44 LF. B2 6 44 LF. B3 6 44 LF, B4 6 44 LF. B5 6 44 LF. B6 6 44 LF. C1 7 42 LF. C2 UFAS 7 i 40 LF. XT 2 INTERIOR DESIGN, INC. 745 orients avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Ono Dun 0 a a a a 00 B"ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 ,L SHEET REVISIONS: EDITED BY: KG F4150Wk 1E1P4*;1-*m1 First Floor Life Safety Plan n !E- Building I - Fourth Floor Life Safety Plan Second & Third Floors Similar 1 - IGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO AINOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 1/16" = 1 v-0" DWELLING UNIT TO CORRIDOR I HOUR DWELLING UNIT TO DWELLING UNIT I HOUR ELEVATOR HOISTWAY 2 HOURS BUILDING SEPARATION FIRE WALL 2HOURS NOTES A RATINGS SHOWN ARE FOR SEPARATION ONLY. REFER TO SHEETS A1.04 & A1.05 FOR STRUCTURAL E 1 ATIIJIGS. C SEE FIRE PROTECTION DRAWINGS FOR IDENTIFICATION OF SPRINKLER AREAS & SPRINKLER SYSTEM -ri PE. EGRESS REQUIREMENTS LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL DESIGNATES 2 HR FIRE RATING FOR ADJACENT WALL FLOOR OCCUPANCY (GROSS UNIT SQUARE FOOTAGE) USING EXIT Q (TOTAL / NUMBER OF EXITS) STARTING POINT D=120' TOTAL DISTANCE TO EXIT PATH OF TRAVEL UNIT EGRESS DISTANCE WITHIN UNITS —OCCUPANTS UNIT TO EGRESS DOOR Al 4 32 LF. A2 U FAS 4 35 LF. A3 4 40 LF. B1 6 44 LF. 132 6 44 LF. B3 6 44 LF. B4 6 44 LF. 135 6 44 LF, B6 6 44 LF. C1 7 42 LF. C2 UFAS 7 40 LF. 745 orienta avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FL 09/04/2015— ,L SHEET REVISIONS: 0) LO 0 N O 0 0 .a 0 a Second & Third Floors Similar 1 SIGNIFICAN=CORRIDORS EN MADE TO THIS SHEET DUE TO THE FRAME STRUCTURE AND ENCLOSING 3/32" = 11-01, DWELLING UNIT TO CORRIDOR 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 REQUIREMENTS FFPC/NFPA/FBC MAXIMUM TRAVEL DISTANCE 200'-0" BUILDING - SPRINKLERED NFPA 13R (REMOTE CORNER OF ROOM TO NEAREST EXIT) 82'-0" DESIGNATEOElR r..... RATING FOR I, -1 UIALL ®2 DESIGNATES 2 HR FIRE RATING FOR ADJACENT WALL SEMI -RECESSED FIRE EXTINGUISHER FE, IN CABINET, REFER TO GEN. NOTES FLOOR OCCUPANCY (GROSS UNIT i SQUARE FOOTAGE) USING EXIT 120 (TOTAL / NUMBER OF EXITS) STARTING POINT D=120' —_ TOTAL DISTANCE TO EXIT PATH OF TRAVEL ® UNIT EGRESS UNITS OCCUPANTS DISTANCE WITHIN UNIT TO EGRESS DOOR Al 4 32 LF. A2 UFAS 4 35 LF, A3 4 40 LF. B1 6 44 LF. B2 6 44 LF. B3 6 44 LF. � B4 6 I 44 LF. B5 6 44 LF. B6 6 44 LF. C1 7 42 LF, C2 UFAS 7 40 LF. Nof I I r j 1-1 1 '_ T i I INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com °°° °°° an °°° o � BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 o Zephyrhills, FL. 09/04/2015 James B. 1.0 0 R0 _ , M= SHEET REVISIONS: 08121/15 1 Structural Revision _. ......... ..... ......... ...... EDITED BY: KG PROJECT NO. 14-2984 Fourth Floor Life Safety . A A 40%2 11 11 a - LI! ! ni is L i!I u 1'1'1 --it �- I -I- I L I , , __----- C> to CO- 0) Lo` I,- C> 0 0'3 0 CL • TRASH COMPACTOR Architectural Site Plan m J1 MIN vicinity Ma I I I r 1c] El 0.jrq- —0 q--E 3Fo-o—q1 ICA-1 n9 BE 0*01 1000010000 H 00 I Ho POOL/A ITY/ OPEN SPACE/ ECREATION ARE Y OTHER FJ CLUBHOUSE 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 "%RCHITECTURE & NTERIOR 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. Tamiami Trail Suite 301 Sarasota, FL 34239 NTS i C .0 Zephyrhills, FL U) 09/04/2015 Ui C 0 t D �0 0 FL Co.-' C ES N III = 30' IGNIFIGANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE To WOOD FRAME STRUCTURE AND LE NC LL 0 So 11 INN G THE CORRIDORS tills SET DISTRIBUTIt -- --------- SHEET REVISIONS: U 8) EDITED BY: 0) LO " PROJECT NO. 14-2984 C z Architectural Site Plan D N _va[i7� STRUCTURAL NOTES CONTRACTOR NOTE M 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. GUTHERMAN STRUCTURAL, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. 2. CODES AND STANDARDS 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 II. B. THIS BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: 3. A. 2010 FLORIDA BUILDING CODE. B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 2008 EDITION). 4 C. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315/ LATEST EDITION). D. MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, INSERTS & CONNECTIONS IN REINFORCED CONCRETE 5 CONSTRUCTION. AWS. D1.4/ LATEST EDITION. E. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF 6. STEEL CONSTRUCTION) RISC 13TH EDITION (ASD). 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, 7. 602/2008 EDITIONS). H. NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION. 8. 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 WITH 2O04 SUPPLEMENT. J. ASCE7 - 10. 9• 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: 1 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, REGLETS, ETC. 11 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 ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY 1 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 1 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, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR 1 SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 5. THRESHOLD INSPEC11ONS SHALL BE PERFORMED DURING CONSTRUCTION OF THIS BUILDING AS REQUIRED BY SECTION 110.3.7 OF 1 FLORIDA BUILDING CODE. 6. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: 1 A. EXTERIOR WINDOWS, SLIDING AND PATIO 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 WITH TAS 202) B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10 SECONDS WITH NO PERMANENT DEFORMATION 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 GLASS BREAKAGE, 1 PERMANENT DAMAGE TO FASTENERS HARDWARE PARTS OR ANY OTHER DAMAGE WHICH CAUSES THE DOOR TO BE INOPERABLE. C. SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF STRUCTURAL PERFORMANCE UNDER UNIFORM STA11C AIR PRESSURE DIFFERENCE IN ACCORDANCE WITH ANSI/DASMA 115 OR TAS 201,202 AND 203. 1 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 WITH THE PUBLISHED MANUFACTURER'S 1 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. FOUNDATION 2 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF A SITE SPECIFIC SOILS AND FOUNDATIONS INVESTIGATION PREPARED BY TERRACON CONSULTANTS, INC., TERRACON PROJECT No. H4155059, DATED SEPTEMBER 2, 2015 PRIOR TO FOUNDATION 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 FOOTINGS SHALL BE MINIMUM 12 INCHES BELOW EXTERIOR FINISHED GRADE, UNLESS NOTED OTHERWISE. 6. EXCAVATION AND BACKFILL: A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. 1. 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 ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 2 9. THE FOUNDATION/ SLAB SYSTEM U11LIZED FOR THIS PROJECT SHALL BE A POST -TENSIONED SYSTEM. THE POST -TENSIONED SYSTEM SHALL BE DESIGNED BY A SPECIALTY ENGINEER (PROFESSIONAL ENGINEER) REGISTERED IN THE STATE THAT THE PROJECT IS 3. CONSTRUCTED. THE SPECIALTY ENGINEER SHALL UTILIZE THE GEOTECHNICAL REPORT NOTED ABOVE FOR THEIR DESIGN. CONCRETE 4. 1. CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A. FOUNDATIONS 3000 PSI B. SLAB -ON -GRADE 3000 PSI 5 C. CONCRETE WALLS 4000 PSI D. MASONRY GROUT 3000 PSI s ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. 7 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: 8 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. 5. 9. ASONRY WALL CONSTRUCTION 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)". CONCRETE MASONRY UNITS (CMU) SHALL BE: A. LOAD BEARING ASTM C90 B. TYPE 11 NON -MOISTURE CONTROLLED UNITS C. MEDIUM 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 (f'm = 2000 PSI) AS CALCULATED IN ACCORDANCE WITH ASTM C1314. ALL MASONRY SHALL BE NOMINAL SIZE UNITS 8x8x16 (7 5/8"x7 5/8"x15 5/8") . PROVIDE HALF-SIZE, KNOCK -OUT, OR U-BLOCKS WHERE SPECIFIED. MORTAR SHALL CONFORM TO ASTM C270. PROVIDE TYPE M FOR BELOW GRADE AND TYPE S FOR ABOVE GRADE. DO NOT WET MASONRY PRIOR TO APPLYING MORTAR. REINFORCED CELLS OF CONCRETE MASONRY UNITS SHALL BE FILLED WITH COARSE GROUT THAT CONFORMS TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. FULLY GROUT ALL MASONRY BELOW GRADE. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE INSPECTED BY A CERTIFIED INSPECTION COMPANY AND CONSTRUCTED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENT FOR MASONRY STRUCTURES" (ACI 530/ASCE 5/TSM 402) AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1/ASCE 6/TSM 602)/ 2005 EDITIONS. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 0. MINIMUM LAP SPLICES FOR REINFORCING STEEL IN CMU SHALL BE PER SECTION 2107.3 OF THE FLORIDA BUILDING CODE. FOR GRADE 60 REINFORCEMENT = 48 BAR DIAMETERS. A. LAP SPLICES SHALL OCCUR DIRECTLY ABOVE FOOTINGS AND SLABS. NO SPLICES ARE ALLOWED AT MID -HEIGHT OF WALL. B. LAP SPLICES THAT OCCUR AT CANTILEVERED WALLS SUCH AS: PARAPETS, RETAINING WALLS, ETCETERA, SHALL HAVE LAP SPLICES OF 72 BAR DIAMETERS. 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. 2. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. 3. 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. 4. 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. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 6. MASONRY (C.M.U.) LINTELS: A. A PRECAST CONCRETE LINTEL by CAST-CRETE SHALL BE PROVIDED OVER ALL MASONRY WALL OPENINGS, UNLESS NOTED OTHERWISE. B. LINTELS SHALL BE FULLY 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 REINFORCEMENT IS REQUIRED PROVIDE A CMU KNOCK -OUT BLOCK COURSE, UNLESS NOTED OTHERWISE. F. INSTALL LINTELS PER MANUFACTURER'S RECOMMENDATIONS, INCLUDING SHORING OF LINTEL. 7. PROVIDE A KNOCK OUT BLOCK OR U-BLOCK REINFORCED WITH 1 #5 CONTINUOUS AT THE SILL OF ALL WINDOW AND DOOR OPENINGS. EXTEND 8" BEYOND EACH SIDE OF THE OPENING TYPICALLY. 8. MASONRY QUALITY ASSURANCE AND INSPECTION REQUIREMENTS SHALL FOLLOW THE PROVISIONS OF THE LATEST EDITION OF ACI 530/ASCE 5/-IMS 402, CHAPTER 1, SECTION 1.14.1.3 EPDXY GROUT SHALL BE NON -SHRINK, HIGH CREEP RESISTANT, AND SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE PROPERTIES: A) TENSILE STRENGTH, ASTM C 30: 1,500 PSI B) FLEXURAL STRENGTH, ASTM C 580: 4,000 PSI C) COMPRESSIVE STRENGTH, ASTM C 579: 1,600 PSI/7 DAYS. 0. MORTAR PLACEMENT: o. USE 3/8" 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. DO NOT DISTURB THE UNIT AFTER IT IS IN111ALLY 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. ji FILL HOLES IN THE MORTAR. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH 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 MISCELLANEOUS 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 B (FY=42 KSI) FOR ROUND HSS SHAPES. AT ROUND HSS WITH A WALL THICKNESS GREATER THAN %" SHALL CONFORM TO ASTM SPECIFICATION A53 TYPE E, GRADE B (FY=35 KSI). 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. 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. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (AWS D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL CONNECTIONS SHALL BE BOLTED WITH 3/4" DIAMETER, A325-N HIGH STRENGTH BOLTS OR WELDED, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. SUBMIT ALL STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. EQUIPMENT SUPPORTS: PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED FOR THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, INCLUDING ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT EQUIPMENT OR PIPING FROM METAL DECKING. E. JOBSITE WATER SHALL NOT BE ADDED, SHOP DRAWINGS 3. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/ 2008 EDITION), THE ACI 1. THE SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE FOLLOWING: DETAILING MANUAL (ACI 315/ 1994 EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC 4. SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. C. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES E. STRUCTURAL STEEL 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. F. PRE-ENGINEERED STEEL STAIRS G. PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES 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. 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALTY ENGINEER REGISTERED IN THE STATE OF co FLORIDA. 7. LAP ALL BARS WITH CLASS B TENSION LAP SPLICE UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL WWF A MINIMUM OF 12 II INCHES (UNLESS OTHERWISE NOTED). ai Can 8. REINFORCING BARS: A. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A I� 615 GRADE 60. v B. AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE (1-#5 OR MATCHING) HORIZONTAL r BARS X 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. LO C. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. 0 00 9. FOR GRADE BEAMS, LAP ALL TOP STEEL AT MID -SPAN AND LAP BOTTOM STEEL OVER SUPPORTS. 0 0 a� 16 0 a WOOD 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE CONTENT MUST BE 19% OR LESS. STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION, IN SUCH A WAY TO PREVENT MOISTURE DAMAGE. 2. ALL NOTED LUMBER SHALL BE: A. CONVENTIONAL LUMBER: SOUTHERN PINE SPECIES #2 GRADE (SP2) OR APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). B. ENGINEERED LUMBER: PARALLEL STRAND LUMBER (PSL), (PARALLAM PSL or EQUAL) WITH THE FOLLOWING DESIGN PROPERTIES: E _ 2.00x10^6, Fb = 2,900 PSI, Ft = 2,025 PSI, Fv = 290 PSI, Fc// = 2,900 PSI. (PROVIDE WOLMANIZED, PARALLAM PLUS PSL or EQUAL AT EXTERIOR LOCATIONS.) LAMINATED VENEER LUMBER (LVL), (MICROLLAM or EQUAL) WITH THE FOLLOWING DESIGN PROPERTIES: E = 1.9x10^6, Fb = 2,600 PSI, Ft = 1,555 PSI, Fv = 285 PSI, Fc// = 2,510 PSI. 3. STUD WALLS SHALL BE FRAMED UTILIZING THE PLATFORM FRAME METHOD. PROVIDE 2x STUDS AT 16" O.C., MAXIMUM AT STRUCTURAL WALLS. SEE PLAN NOTES FOR SIZE AND SPACING. WALLS SHALL HAVE A PRESSURE TREATED (P.T.) 2x SOLE PLATE AT THE BOTTOM AND A DOUBLE 2x TOP PLATE, UNLESS NOTED OTHERWISE. PROVIDE CONTINUOUS SOLID BLOCKING AT AT SHEATHING EDGES AND 4'-0" O.C. VERTICALLY, MAXIMUM. SOLID BLOCKING SHALL MATCH VERTICAL STUD. 4. PROVIDE SP ACID PRESSURE TREATED (PT) LUMBER IN ACCORDANCE WITH AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING AT EXTERIOR CONDITIONS. 5. ATTACH PT 2x SOLE PLATES TO CONCRETE SLABS WITH VO x 10" ANCHOR BOLTS AT 2'-8" O.C. AND AT EACH SIDE OF DISCONTINUOUS ENDS. PROVIDE ONE ANCHOR BOLT WITHIN NINE INCHES OF EACH SOLE PLATE END. A MINIMUM OF TWO ANCHOR BOLTS SHALL BE USED ON EACH SILL PLATE PIECE. IN LIEU OF ANCHOR BOLTS, CONTRACTOR MAY USE SIMPSON %"4 TITEN HD HEAVY DUTY SCREW ANCHORS WITH 4Y2" EMBEDMENT AND 1Y'" EDGE DISTANCE AT 2'-8" O.C. ATTACH 2x SOLE PLATES TO WOOD FRAMING WITH 16d COMMON NAILS AT 8" O.C., STAGGERED. SEE SHEAR WALL SCHEDULE FOR ATTACHMENT OF SOLE PLATES AT SHEAR WALLS. 6. CONNECT STUD TO BOTTOM PLATE WITH SIMPSON SP1 AT 2'-8" O.C. ATTACH STUD BELOW TO STUD ABOVE (WHERE THERE IS MORE THAN ONE STORY) WITH A SIMPSON CS20 STRAP AT 2'-8" O.C. ATTACH STUD TO THE TOP OF WALL AT THE DOUBLE TOP PLATE WITH A SIMPSON SP2 AT 2'-8" Q.C. 7. ALL METAL CONNECTORS (BUCKETS, HANGERS, CLIPS, ANGLES, ANCHORS, STRAPS AND HARDWARE) IN CONTACT WITH PRESSURE TREADED LUMBER, CONCRETE OR USED IN EXTERIOR CONDITIONS SHALL BE GALVANIZED WITH A RATING OF G-185, CONFORM TO ASTM A653 AND WATER/CORROSION RESISTANT. METAL CONNECTORS MUST BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE. USE SIMPSON STRONG -TIE CONNECTOR PRODUCTS OR APPROVED EQUAL. 8. ALL NAILS, SCREWS AND BOLTS USED WITH PRESSURE TREATED LUMBER OR EXTERIOR CONDITIONS ARE TO BE HOT -DIPPED GALVANIZED (OR STAINLESS STEEL) AND WATER/CORROSION RESISTANT. HOT -DIPPED GALVANIZED FASTENERS TO CONFORM TO ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER ASTM B695 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 WASHERS, UNLESS NOTED OTHERWISE. 9. ALUMINUM IS NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. 10. CONNECTIONS AND FASTENERS SHALL BE PER FLORIDA BUILDING CODE, TABLE 2304.9.1 FASTENING SCHEDULE, UNLESS NOTED OTHERWISE. 11. SHEATHING: A. FLOOR: USE 3/4" T&G APA 24oc STURD-I-FLOOR, EXP. 1, PLYWOOD (or OSB) SUB -FLOOR SHEATHING. FASTEN FLOOR SHEATHING TO SUPPORTS WITH 10d COMMON NAILS AND CONSTRUCTION ADHESIVE. SPACE 10d COMMON NAILS AT 6" O.C. AT SHEATHING EDGES AND 12" O.C. IN FIELD. SELECT CONSTRUCTION ADHESIVE WITH APA AFG 01 SPECIFICATION AND FOLLOW APA AND MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. B. WALL: (UNLESS NOTED OTHERWISE) EXTERIOR FACE: Y2" (1%2") P.T. PLYWOOD, APA 24/16 RATED, FOR THE FIRST 4'-D" VERTICALLY. USE 2") EXTERIOR GRADE PLYWOOD (or O.S.B.), APA 24/16 RATED, AT OTHER LOCATIONS. FASTEN SHEATHING TO SUPPORTS AS NOTED BELOW, UNLESS NOTED DIFFERENTLY IN THE SHEAR WALL SCHEDULE: ZONE 4 8d NAILS AT 6" O.C. AT SHEET EDGES AND 12" O.C. IN FIELD ZONE 5 8d NAILS AT 6" O.C. AT SHEET EDGES AND 12" O.C. IN FIELD * SEE WALL ELEVATION AT THE COMPONENTS AND CLADDING SCHEDULE FOR ZONE LOCATIONS. INTERIOR FACE: %" GYPSUM WALLBOARD. FASTEN SHEATHING TO SUPPORTS WITH No. 8-2Y2" TYPE S or W, DRY WALL SCREWS AT 7" O.C. AT ALL SUPPORTS, UNLESS NOTED DIFFERENTLY IN THE SHEAR WALL SCHEDULE, C. ROOF: %" EXTERIOR GRADE PLYWOOD (or O.S.B.), APA 24/16 RATED - EXPOSURE 1. FASTEN SHEATHING TO SUPPORTS AS NOTED BELOW. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. ZONE 1 8d NAILS AT 6" O.C. AT SHEET EDGES AND 12" O.C. IN FIELD ZONE 2 8d NAILS AT 4" O.C. AT SHEET EDGES AND 12" O.C. IN FIELD ZONE 3 8d NAILS AT 4" O.C. AT SHEET EDGES AND 12" O.C. IN FIELD * SEE PLAN AT THE COMPONENTS AND CLADDING SCHEDULE FOR ZONE LOCATIONS. D. 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. E. SEE FRAMING PLANS, SECTIONS, DETAILS AND SHEAR WALL SCHEDULE FOR SPECIAL CONDITIONS. 12. HOLES/ LEAD (PILOT) HOLES FOR: BOLTS 1/32" TO 1/16" > BOLT DIAMETERS LAG SCREWS - SHANK SAME DIAMETER AS SHANK LAG SCREWS - THREADED PORTION + 507 OF DIAMETER WOOD SCREWS - SHANK 7/8 DIAMETER OF SHANK WOOD SCREWS - THREADED PORTION 7/8 OF DIAMETER NAIL < 75% OF DIAMETER 13. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. 14. HEADERS AT NON BEARING CONDITIONS SHALL BE AS FOLLOWS: OPENING SIZE HEADER UP TO 4'-0" (2) 2x4 W/ }¢" SPACER or FLITCH PLATE 4'-0" TO 6'-0" (2) 2x6 W/" SPACER or FLITCH PLATE 6'-0" TO 9'-0" (2) 2x8 W/ Y2" SPACER or FLITCH PLATE NAIL MEMBERS TOGETHER WITH 16d NAILS AT 8" O.C., STAGGERED. THREE (3) NAILS PER HEADER MINIMUM. PREFABRICATED WOOD TRUSSES 1. FLOOR AND 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 & CLADDING WIND FORCES.) 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE BUILDING COMPONENT SAFETY INFORMATION GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WTCA AND TRUSS PLATE INSTITUTE. BRACING IN THE PLANE OF THE WEB MEMBERS: A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-0" ON CENTER WITH A CEILING ATTACHED TO BOTTOM CHORD OF TRUSSES. IF NO CEILING IS ATTACHED TO BO7OM CHORD OF TRUSSES, BRACING SHALL BE MINIMUM 2X4 0 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. SEE TYPICAL TRUSS BOTTOM CHORD BRACING DETAIL. 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 WITH NATIONAL DESIGN SPECIFICATION(S) FOR WOOD CONSTRUCTION, AF & PA, AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1-1995, AND THE LOCAL CODE JURISDICTIONS. 7. DO NOT OVERLOAD FLOOR OR ROOF TRUSSES WITH BUILDING MATERIALS. 8. CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SUPPLIER AND SHALL MEET OR EXCEED ASTM 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. GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32-, P: 407.701.o875 LIC. #28863 1 V 6-r1 1 1 1a1 STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 ROOF WIND PRESSURE (PSF) VAsD COMPONENTS AND CLADDING EFFECTIVE WIND AREA (SO. FT.) ROOF AREA 1 2 3 10 +13.08/-32.15 +29.43/-53.95 +29.43/-53.95 20 +12.26/-31.33 +28.12/-48.21 +28.12/-48.21 50 +11.17/-30,25 +26.40/-40.62 +26.40/-40.62 100 +10.35/-29.43 +25.10/-34.88 +25.10/-34.88 OVERHANGS - - - +9.60/-46.32 +9.60/-76.29 NOTES: 1. WIND DESIGN PER FBC-2010 2. +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3. WALL DISTANCE A = 10.0 FT (COMPONENTS AND CLADDING) 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA DOOR do WINDOW WIND PRESSURE (PSF) Vasd COMPONENTS AND CLADDING EFFECTIVE WIND AREA (SQ. FT) 10 WALL AREA 4 +29.43/-31.88 5 +29.43/-39.23 20 +28.12/-30.57 +28.12/-36.63 50 +26.40/-28.85 +26.40/-33.18 100 +25.10/-27.55 +25.10/-30.57 NOTES: 1. WIND DESIGN PER FBC-2010 2. +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3. WALL DISTANCE A = 10.0 FT (COMPONENTS AND CLADDING) 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA P,'LMM214VVIA99I21 WOOD HEADER SCHEDULE MARK SIZE STUDS & HARDWARE EACH END H1 (2) 2x6 1 JACK STUD / 1 KING STUD EACH SIDE OF OPENING H2 (2) 2x8 1 JACK STUD / 1 KING STUD EACH SIDE OF OPENING H3 (2) 2x10 1 JACK STUD / 1 KING STUD EACH SIDE OF OPENING H4 (2) 2x12 2 JACK STUD / 1 KING STUD EACH SIDE OF OPENING H5 (3) 2x6 1 JACK STUD / 1 KING STUD W/ (1) SIMPSON CS20x2O" STRAP EACH END H6 (3) 2x8 1 JACK STUD / 2 KING STUD W/ (1) SIMPSON CS20x2O" STRAP EACH END H7 (3) 2x10 2 JACK STUD / 2 KING STUD W/ (2) SIMPSON CS20x2O" STRAP EACH END H8 * (2) 1 %" x 7Y4" 2 JACK STUD / 1 KING STUD EACH LVL's SIDE OF OPENING H9 ** (3) 1-Y4" x 7Y4" 2 JACK STUD / 2 KING STUD W/ (2) SIMPSON LVL's CS20x2O" STRAP EACH END (2) 1%" x 11Y4" 3 JACK STUDS H10 LVL's SEE SECTION 9/S4.01 * HEADER TYPE "H8" CAN BE USED IN PLACE OF ANY 2-PLY 2x HEADER ** HEADER TYPE "H9" CAN BE USED IN PLACE OF ANY 3-PLY 2x HEADER NOTE: 1 THE SPECIES AND GRADE FOR ALL 2x MEMBERS SHALL BE SOUTHERNPINE, No.2 or BETTER. ALL WOOD USED AT THE EXTERIOR CONDITIONS SHALL BE PRESSURE TREATED, (P.T.) 2 JACK STUD INDICATES A BEARING STUD UNDER HEADER AND A CRIPPLE STUD ABOVE HEADER. KING STUD INDICATES A FULL SIZE STUD SPANNING FROM SOLE PLATE UP TO THE UNDER SIDE 'OF THE DOUBLE TOP PLATE AT THE TOP OF THE WALL. 3 NAIL 2-PLY 2x MEMBERS TOGETHER WITH (2) ROWS OF 16d NAILS AT 12" O.C. PROVIDE A Y" FLITCH PLATE or SPACERS BETWEEN 2z S 4 NAIL 3-PLY .2x MEMBERS TOGETHER WITH (2) ROWS OF 16d NAILS AT 12" O.C., EACH FACE. PROVIDE A Y" FLITCH PLATE or SPACERS BETWEEN 2x'S 5 LVL INDICATES AN ENGINEERED WOOD BEAM, LAMINATED VENEER LUMBER. SEE MANUFACTURER'S INSTRUCTIONS FOR CONNECTING MULTIPLE PLY'S TOGETHER. I In ARCHITECTURE • INTERIOR DESIGN, -C-r =j 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 00o oao 000 a00 o0 BE"NEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: L4 X 4 X 3/8" CONT. W/ 3/4"0 'J' BOLTS ® 2'-0"o.c. 0 DOOR #4 ® 12"o.c. TOP - \ 8" CMU WALL CONIC. SLAB SEE PLAN s � • e �g •• :• c •- �- - 3'-6" NOTE: (2)#4 C— INSTALL BELOW UPPER LAYER MASONRY (CTR ON CORNER) OF SLAB REINFORCING SEE NOTE ABOVE IN, SLAB EDGE (2)#4 X 6'-C (CTR ON CORNER) -ac SEE NOTE ABOVE PROVIDE PREFAB. "L" JOINT Gti 1 AT ALL CORNERS CING SEE PLAN FOR ADD'L SLAB REINF. TYP. SLAB CORNER REINF. N.T.S. EXTERIOR WALL SHEATHING, SEE GENERAL NOTES AND PLAN VIEW TYPICAL SUMP DETAIL (AT SIDE WALL) FILLED CELL, SEEPLAN FOR REINF. (TYP.) MASONRY PROVIDE PREFAB. "T" JOINT REINFORCING AT ALL T-INTERSECTIONS PLAN VIEW TYPICAL MASONRY DETAILS N.T.S. SHEAR WALL SCHEDULE INTERIOR WALL SHEATHING, SEE GENERAL NOTES AND WOOD STUD WALL, SEE PLAN, SHEAR WALL SCHEDULE GENERAL NOTES AND SHEAR NOTE: COORDINATE EDGE WALL SCHEDULE PRESSURE TREATED (PT) 2x SOLE PLATE. SEE OF SIDEWALK DETAIL WITH GENERAL NOTES AND SHEAR WALL SCHEDULE SITE/CIVIL DRAWINGS, STUD TO SOLE PLATE CONN, FOR ATTACHMENT TYPICAL SEE GENERAL NOTES AND SHEAR WALL SCHEDULE FOR POST -TENSIONED CONCRETE ATTACHMENT FINISHED GRADE Ya" GAP, TYPICAL Yi GAP, FOUNDATION/ SLAB SYSTEM, TYPICAL SEE PLAN NOTES T.O. SLAB FINISHED -r TSEE PLAN GRADE x z 00 Ld ;/\7//7,777/% �� 10 MIL VAPOR 77777 ' 0 z BARRIER, TYP. Ig • • REINFORCEMENT PER APPROVED POST -TENSIONED 3" SHOP DRAWINGS 3 CLR. CLR. 01 WIDTH 1'-0" MIN. SECTION 1 3/4" = 1'-0" S3.01 NOTE: TYPICAL EXTERIOR FOOTING VERTICAL REINFORCEMENT, SEE PLAN DOWELS TO MATCH VERTICAL REINFORCEMENT SIZE POST -TENSIONED CONCRETE FOUNDATION/ SLAB SYSTEM, SEE PLAN NOTES --\ 3" CLR. POST -TENSIONED CONCRETE FOUNDATION/ SLAB SYSTEM, SEE PLAN NOTES \-10 MIL VAPOR BARRIER, TYP. A — REINFORCEMENT PER APPROVED POST -TENSIONED SHOP DRAWINGS SECTION 2 3/4" = 1'-0" S3.01 NOTE: THICKENED SLAB AT PATIO REINFORCED CMU WALL, EXTERIOR WALL SHEATHING, SEE PLAN SEE GENERAL NOTES WOOD STUD COL., SEE PLAN PROVIDE 48 BAR DIAMETER AND GENERAL NOTES --;zz� LAP SPLICE STUD TO SOLE PLATE CONN, SEE GENERAL NOTES FOR ATTACHMENT Y4" GAP, TYPICAL T.O. SLAB EL. T.O. SLAB = INTERIOR »� SEE PLAN SLAB P 00 w� n /i7/ �10 MIL OR 9 �� REINFORCEMENT PER BARRIER, TYP. 1 APPROVED ® POST -TENSIONED REINFORCEMENT PER SHOP DRAWINGS APPROVED POST -TENSIONED SHOP DRAWINGS 3" ELEVATOR PIT ELEVATION d 57< c_ r Q #4 0 9" I � X < 3'-4" MINIMUM riw. iwmt) R w mmiu I IiVIV IIIVuuua REINFORCEMENT SPECIFIED IN SCHEDULE AND SECTIONS— \ 3'-4" MINIMUM (2) #5 CONT. TYPICAL STEPPED FOOTING DETAIL N.T.S. ----------- 1------- I I GROUT -FILLED CELLS - I - 1-' - - - - - 1 -1- -� - -� - -1 - 3000 PSI (TYPICAL) X ^ En - i- �- 1----L------1- 0( T - r � - -- ® , It6- I I I I 4 1 /2" x 4 1 /2" CUT n' li II — FI--�---- 1 II — — L— — _--J — — — —1 II — — �I —1 — MASONRY INSPECTION f- I I� ( I� 1 I� & CLEAN -OUT HOLE !4! ' II li l ------ DOWELS TO MATCH VERT. 90° STANDARD HOOK TOP AND BOTTOM TYPICAL MASONRY FILLED CELL DETAIL N.T.S. T.O. SLAB SEE PLAN 0- w 0 1'-0" MIN. SECTIONr5 3/4" = 1'-0" S3.01 -PRESSURE TREATED (PT) 2x SOLE PLATE. SEE GENERAL NOTES FOR ATTACHMENT POST -TENSIONED CONCRETE FOUNDATION/ SLAB SYSTEM, SEE PLAN NOTES /, SLOPE SQUARE l'-0"x 1'-0" MIN. SECTION 3/4" = 1'-0" S3.01 T.C. SLAB VARIES WOOD STUD WALL, SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE STUD TO SOLE PLATE CONN, SEE GENERAL NOTES AND SHEAR WALL SCHEDULE FOR ATTACHMENT POST -TENSIONED CONCRETE FOUNDATION/ SLAB SYSTEM, SEE PLAN NOTES - \ INTERIOR WALL SHEATHING, SEE GENERAL NOTES AND SHEAR WALL SCHEDULE PRESSURE TREATED (PT) 2x SOLE PLATE. SEE GENERAL NOTES AND SHEAR WALL SCHEDULE FOR ATTACHMENT GAP, TYPICAL I f I j gkT.O. SLAB SEE PLAN 10 MIL VAPOR • • BARRIER, TYP. REINFORCEMENT PER 3" APPROVED POST -TENSIONED CLR. SHOP DRAWINGS WIDTH 1'-0" MIN. SECTION 3 3/4" = 1'-0" S3.01 NOTE: TYPICAL INTERIOR SINGLE WALL FOOTING STEEL STAIRS AND CONNECTION BY SPECIALTY ENGINEER. POST -TENSIONED CONCRETE FOUNDATION/ SLAB SYSTEM, \ I SEE PLAN NOTES 3" ! I \- REINFORCEMENT PER CLR. 1WIDTH APPROVED POST -TENSIONED 1'-0" MIN. SHOP DRAWINGS SECTION 3/4" = 1'-0" S3.01 NOTE: TYPICAL FOUNDATION AT STAIR Jv- SEE FOOTING SCHEDULE FOR 2 REINFORCEMENT SPECIFICATION 1 DIMENSIONED TO EDGE / s \ OF CONIC. SLAB, TYP. FLOOR PLAN DIMENSIONED / ( �TO FACE OF STUD, TYP. I 1 ! i I � i\ f \ 1 TYPICAL SLAB EDGE DETAIL SCALE: 3" = 1'-0" WOOD STUD WALL, SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE STUD TO SOLE PLATE CONN, SEE GENERAL NOTES AND SHEAR WALL SCHEDULE FOR ATTACHMENT POST -TENSIONED CONCRETE FOUNDATION/ SLAB SYSTEM, SEE PLAN NOTES --\ INTERIOR WALL SHEATHING, SEE GENERAL NOTES AND SHEAR WALL SCHEDULE PRESSURE TREATED (PT) 2x SOLE PLATE. SEE GENERAL NOTES AND SHEAR WALL SCHEDULE FOR ATTACHMENT /-,W GAP, TYPICAL T.O. SLAB SEE PLAN L10 MIL VAPOR e REINFORCEMENT PER 3" I APPROVED POST -TENSIONED CLR. WIDTH SHOP DRAWINGS 1'-0" MIN. SECTION 4 3/4" = 1'-0" S3.01 NOTE: TYPICAL INTERIOR DOUBLE WALL FOOTING BARRIER, TYP. N FULLY GROUTED CONT. REINF PER DESIGNATION GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:407.701.o875 LIC.N28863 it:u herman STRUCTURAL U-SHAPED PRECAST CONCRETE LINTEL L— SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME (8F8-1 B) STRUCTURE AND ENCLOSING THE CORRIDORS. 8" CMU PRECAST LINTEL SCHEDULE � N.T.S. NOTES: 1PROVIDE A PRECAST CONCRETE LINTEL OVER ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 2. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. 3. VERIFY WITH ARCHITECTURAL DRAWINGS FOR SIZE & LOCATIONS OF OPENINGS. 4. PROVIDE 4" MIN. BEARING 0 EACH END. 5. PROVIDE A PRECAST LINTEL WITH A 2" RECESS AT DOOR LOCATIONS, IF REQUIRED. COORDINATE WITH ARCHITECTURAL DRAWINGS. 6. #F#-#B/#T INDICATES DESIGNATION 8F16-26/2T INDICATES NOMINAL WIDTH LINDICATES NUMBER INDICATES NOMINAL DEPTH OF #5 REBAR TOP INDICATED NUMBER OF #5 REBAR BOTTOM DOUBLE 2x4 STUD c� COLUMN * w�w MM SIMSPON CS20x24" W/(7) 10d EACH END AT STUD COLUMN TO BEAM ABOVE 2x4 W/ 16d NAILS AT 8" O.C. STAGGERD — DOUBLE 2x4 STUD COLUMN i SIMPSON LTT20B W/(10) 10d NAILS EXTERIOR SHEATHING, SEE GEN. NAILS O 2x4 STUD, TYP. 0 Y4"O x 3Y4" TAPCONS AT 16" 0 O.C. MIN. (2) PER SOLE PLATE II Oil c� z Q w m ANCHOR BOLT, SEE GEN. NOTES 2x4 STUD, TYP. Y4"O x 3Y" TAPCONS AT 16" DOUBLE 2x4 STUD COLUMN O.C. MIN. (2) PER o SOLE PLATE O SIMPSON LTT208 W/(10) 10d NAILS O O 3-PLY BEAM 79;0 nr � nu,n 7 SIMSPON CS20x24" ANCHOR BOLT, SEE W/(7) 1Od EACH END GEN. NOTES AT STUD COLUMN TO TRIPLE 2x4 STUD BEAM ABOVE COLUMN * NAIL MULTI 2x4 STUD COLUMN WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE, EACH PLY. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 2%" AND AN EDGE DISTANCE OF 1". TYPICAL BUILT-UP WOOD STUD COLUMN DETAIL SCALE: 1Y2" = 1'-0" ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTUF;E I KMWRDESIGN 745 orienta avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/09/2015 DJ E, No. 684.3 / I .,7r OF !'to William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: { EDITED BY: JG 1 PROJECT NO. 14-2984 i BUILDINGS 1, 11 CLUBHOUSE I I • �a TYPICAL SECTIONS }, s i AND DETAILS''; S3.01 i r �L �I■�1■I�II■II�VW�gY�ll��� LL 0 0 ry 07 z 3 0 0 0 J 0 J Q v a w 0 0 J a 3 0 0 0 J 0 J 0 CL 3 0 0 0 J 0 r 00 n U) SIMPSON CS20 AT 32" O.C. AT HEADERS II HEADER (2)SIMPSON CS20 HEADER SEE HEADER SCHEDULE FOR JACK & KING STUDS z \0 0 z D 0 LL a I SIMPSON LTT20 TYP. TYPICAL HEADER HOLD DOWN HOLD DOWN AT END OF W — SEE SHEAR WALL SCHED ANCHOR BOLT —SEE SHEAR WALL SCHED. FOOTING —SEE FOUNDATION PLAN & DETAILS FOR SIZE AND REINFORCEMENT ROOF TRUSSES ® 24" O.C. SIMPSON H SEE PLAN SIMPSON CS20 G TO MATCH T H SEE HEADER SCHEDULE FOR JACK & KING STUDS -IF-IF-] NAIL STUDS TOGETHER W/ 16d NAILS EACH PLY ® 12" O.C. II II SIMPSON SP1 OR (2)H3 BEHIND AT 32"o.c. LINE UP W/ STRAPS SEE TYP. TOP PLATE DETAIL FOR TOP PLATE LAP REQUIREMENTS. SIMPSON SP2 ® 32" O.C. MULTIPLE STUDS BELOW GIRDER, SAME NUMBER OF STUDS AS GIRDER HAS PLIES, MIN. (2) ?0 STRAPS ® 32" O.C. FOUNDATION TYPICAL STUD / TRUSS HOLD DOWN APPLIES TO ALL STUD WALLS SUPPORTING ROOF TRUSSES. ANCHORAGE/STRAPPING FOR ENDS OF SHEAR WALLS IS NOT SHOWN AND IS IN ADDITION TO THAT SHOWN HERE. EXTENT OF SHEAR WALL z olz �I:m GIRDER TRUSS TYP. HARDWARE DOWN TO FOUNDATION SEE PLAN FOR TRUSS HOLD DOWN AT HIP GIRDER TRUSS PROVIDE SIMPSON HCP OR H6. NAIL TO TRUSS AND TO DOUBLE STUD BELOW SIMPSON LTT20 DOUBLE STUD P. UNDER H P GIRDER BLOCKING BEHI STRA 1 /2" 0 A36 THREADED ROD FLOOR TRUSSES ; PROVIDE BLOCKING 0 24"o.c. IN FLOOR SPACES TO MATCH MULTIPLE STUDS SIMPSON LTT20 TYP. WALL STUDS —WALL STUDS SEE PLAN SEE PLAN SIMPSON LTT20 TYP. _ I I TYPICAL STUD / TRUSS HOLD DOWN _ I TYP. HIP GIRDER 8'-0" AT ALL ENDS OF BUILDING TYP. HIP GIRDER HOLD DOWN FOR HOLD DOWN F HIP GIRDERS SEE GENERAL NOTES AND SHEAR HIP GIRDERS WALL SCHEDULE FOR ANCHOR BOLT (ANCHOR) SPACING. TYPICAL WOOD STUD BEARING WALL ELEVATION N.T.S. PROVIDE 2x4 BLOCKING AT PANEL EDGES AND AT 4'-0" O.C. MAX BETWEEN STUDS i STUD WALL — SHEATH PER "SHEATHING"AND FASTEN PEI "SHEATHING NAILING" ON THI SHEAR WALL SCHED. ISEE FOUNDATION SOLE PLAT ATTACHMENT ON SHEAR WAL SCHED. FOOTING — SEE FOUNDATION PLAN & DETAILS FOR SIZE AND REINFORCEMENT TYPICAL SHEAR WALL HOLD DOWN SIMPSON LTT20 W/(10) 10d NAILS SOLE PLATE INTERSECTING STUD WALL ANCHOR r` SHEAR WALL I SHEATHING —\ r-10d NAILS AT 6" O.C. STUDS AT END OF WALL SHEAR WALL ' 2x STUD SHEAR WALL DETAIL "A„ HOLD DOWN STUD LAYOUT AND FASTENING AT LOCATION WHERE SHEAR WALL IS INTERSECTED ALL IN — PER SCI EDGE N) AS SPE( SCHEDUI SEE NOTES FOR (SHEATHING MU HORIZONTALLY) FOUNDA SEE PLF SHEATHING ATTACHMENT SCHEDULE SHEAR WALL SCHEDULE MARK FLOOR SHEATHING MATERIAL NAILING PATTERN HOLD DOWN BOTTOM SOLE PLATE ATTACHMENT # OF STUDS END OF WALL AT END OF WALL PLYWOOD EXTERIOR PLOD: 8d 0 6" O.C. AT SHEET EDGES & 12 O.C. IN FIELD SW-1 1st FLOOR FACE & %" GYPSUM AND GYPSUM WALLBOARD: No. 6-1Ya" DRYWALL SCREWS AT 7" Q.C. SIMPSON HDU2 I Yz"O x 10" ANCHOR BOLTS AT 32" O.C. 2 WALLBOARD INTERIOR FACE. AT ALL SUPPORTS SW-2 1st FLOOR %" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6—%4" DRYWALL SCREWS AT 7" O.C. SIMPSON HDU2 Yz"O x 10" ANCHOR BOLTS AT 32" O.C. 2 EACH FACE. AT ALL SUPPORTS 1st FLOOR" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 4" O.C. _____ y"rd x 10" ANCHOR BOLTS AT 32" Q.C. 2 CORRIDOR FACE. AT ALL SUPPORTS 2nd FLOOR %" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. _____ 16d NAILS AT 8" O.C. 2 CORRIDOR FACE. AT ALL SUPPORTS SW-3 3rd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6—%4" DRYWALL SCREWS AT 7" O.C. ----- 16d NAILS AT 8" O.C. 2 CORRIDOR FACE. AT ALL SUPPORTS 4th FLOOR" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-14" DRYWALL SCREWS AT 7" O.C. I ----- 16d NAILS AT 8" O.C. 2 CORRIDOR FACE. AT ALL SUPPORTS Y" (1%2") PLYWOOD EXTERIOR PLYWOOD OOD: 8d ® 4" O.C. AT SHEET EDGES & 12" O.C. IN FIELD 1st FLOOR FACE & %" GYPSUM GYPSUM WALLBOARD: No. 6— �NDDRYWALL SCREWS AT 7" O.C. SIMPSON HDU5 VO x 10" ANCHOR BOLTS AT 24" O.C. 2 WALLBOARD INTERIOR FACE. AT ALL SUPPORTS PLYWOOD EXTERIOR PLYWOOD: 8d @ 6" O.C. AT SHEET EDGES & 12" O.G. IN FIELD 2nd FLOOR FACE & %" GYPSUM GYPSUM WALLBOARD: No. 6- Y� DRYWALL SCREWS AT 7" O.C. SIMPSON HDU4 16d NAILS AT 8" Q.C. 2 WALLBOARD INTERIOR FACE. AT ALL SUPPORTS SW-4 PLYWOOD EXTERIOR PLYWOOD: 8d 0 6" O.C. AT SHEET EDGES & 12" O.C. IN FIELD (2) SIMPSON CS20 x 3rd FLOOR FACE & %" GYPSUM AN " GYPSUM WALLBOARD: No. 6-1Y4 DRYWALL SCREWS AT 7 O.C. 48" STRAPS W/(7) 16d NAILS AT 8" O.C. 2 WALLBOARD INTERIOR FACE. I AT ALL SUPPORTS tOd EACH END Y" (1%2") PLYWOOD EXTERIOR PLYWOOD: 8d 0 6" O.C. AT SHEET EDGES & 12" O.C. IN FIELD SIMPSON CS20 x 48" 4th FLOOR FACE &" GYPSUM A,�® GYPSUM WALLBOARD: No. 6-1Y" DRYWALL SCREWS AT 7" O.C. STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 WALLBOARD INTERIOR FACE. AT ALL SUPPORTS EACH END BAD —PLY.: No. 6—iY4" DRYWALL SCREWS AT 9" O.C. 1st FLOOR TWO—PLY OF %" GYPSUM AT ALL SUPPORTS SIMPSON LTT20 W/(10) 10d NAILS"� x 10" ANCHOR BOLTS AT 24" O.C. 2 WALLBOARD EXPOSED FACE FACE —PLY: No. 8-2�" DRYWALL SCREWS AT 7" O.C. AT ALL SUPPORTS f BASE —PLY: No. 6-1Y" DRYWALL SCREWS AT 9" O.C. SIMPSON CS20 x 48" 2nd FLOOR TWO—PLY OF" GYPSUM AT ALL SUPPORTS STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 WALLBOARD EXPOSED FACE FACE —PLY. No. 8-2YZ" DRYWALL SCREWS AT 7" O.C. EACH END AT ALL SUPPORTS SW-5 3rd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6414" DRYWALL SCREWS AT 4" O.C. SIMPSON CS20 x 48" STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 EXPOSED FACE. AT ALL SUPPORTS EACH END 4th FLOOR W" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. SIMPSON CS20 x 48" STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 EXPOSED FACE. AT ALL SUPPORTS EACH END BASE —PLY: No. 6-1Y4" DRYWALL SCREWS AT 9" O.C. 1st FLOOR TWO—PLY OF" GYPSUM AT ALL SUPPORTS SIMPSON HDU8 YZ"O x 10" ANCHOR BOLTS AT 32" O.C. 3 WALLBOARD EXPOSED FACE FACE —PLY: No. 8-2�" DRYWALL SCREWS AT 7" O.C. AT ALL SUPPORTS BASE —PLY: No. 6-1Y4" DRYWALL SCREWS AT 9" O.C. (2) SIMPSON HDU4 2nd FLOOR TWO—PLY OF %" GYPSUM AT ALL SUPPORTS ABOVE AND BELOW 16d NAILS AT 8" O.C. 3 WALLBOARD EXPOSED FACE FACE —PLY: No, 8-2Y" DRYWALL SCREWS AT 7" O.C. TRUSS SPACE AT ALL SUPPORTS SW-6 - 3rd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 4" O.C. (2) SIMPSON HDU2 ABOVE AND BELOW 16d NAILS AT 8" O.C. 3 EXPOSED FACE. AT ALL SUPPORTS TRUSS SPACE SIMPSON CS20 x 48" 4th FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y" DRYWALL SCREWS AT 7" O.C. STRAP WA7) 1Od 16d NAILS AT 8" O.C. 2 EXPOSED FACE. AT ALL SUPPORTS EACH END 1st FLOOR" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 4" O.C. SIMPSON HDUB"� x 10" ANCHOR BOLTS AT 24" O.C. 3 EACH FACE AT ALL SUPPORTS 2nd FLOOR " GYPSUM WALLBOARD I GYPSUM WALLBOARD: No. 6-1Y" DRYWALL SCREWS AT 7" O.C. (2) SIMPSON HDU4 ABOVE AND BELOW 16d NAILS AT 8" O.C. 3 EACH FACE AT ALL SUPPORTS TRUSS SPACE SW-7 3rd FLOOR " e GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6— iY4" DRYWALL SCREWS AT 7" O.C. I G (2) SIMPSON HDU2 ABOVE AND BELOW 16d NAILS AT 8" O.C. 3 EACH FACE j AT ALL SUPPORTS TRUSS SPACE 4th FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. (2) SIMPSON CS20 x 48" STRAPS WA7) 16d NAILS AT 8" O.C. 2 EACH FACE AT ALL SUPPORTS 10d EACH END 1st FLOOR" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 4" O.C. SIMPSON HDU4 "0 x 10" ANCHOR BOLTS AT 24" O.C. 2 EACH FACE AT ALL SUPPORTS 2nd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. (2) SIMPSON HDU2 ABOVE AND BELOW 16d NAILS AT 8" O.C. 2 EACH FACE AT ALL SUPPORTS TRUSS SPACE SW-8 3rd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD; No. 6—%4" DRYWALL SCREWS AT 7" O.C. (2) SIMPSON CS20 x 48" STRAPS W/(7) 16d NAILS AT 8" O.C. 2 EACH FACE AT ALL SUPPORTS 10d EACH END SIMPSON CS20 x 48" 4th FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 EACH FACE AT ALL SUPPORTS EACH END 1 WHERE SHEAR WALL NOTED WITH GYPSUM WALLBOARD SHEATHING CONTINUOUS TO AN EXTERIOR CONDITION, PROVIDE 1%2" PLYWOOD SHEATHING WITH 8d NAILS AT 6" O.C. AT SHEET EDGES AND 12" O.C. IN FIELD. 2. IN LIEU OF ANCHOR BOLTS AT SOLE PLATE CONNECTION, CONTRACTOR MAY USE A SIMPSON )5"0 x 8" TITEN HD HEAVY DUTY SCREW ANCHORS WITH 1-" EDGE DISTANCE AT SAME SPACING INDICATED IN SCHEDULE. 3. DRYWALL SCREWS SHALL BE: BUGLE -HEAD, COARSE THREAD, TYPE S or W DRYWALL SCREWS. 4. STUDS AT ENDS OF SHEAR WALLS SHALL BE FULL HEIGHT. 5. PROVIDE CONTINUOUS SOLID BLOCKING AT ALL SHEET EDGES AND AT 4'-0" O.C. VERTICALLY, MAXIMUM. BLOCKING SIZE SHALL MATCH VERTICAL STUD SIZE. 6. PROVIDE END OF WALL ANCHORS DOWN TO FOUNDATION. THIS WILL REQUIRE (2) ANCHORS AT FLOOR TO FLOOR CONNECTIONS. CONTINUE END OF WALL STUD CALL -OUT DOWN TO FOUNDATION BELOW. 7. WHERE TWO DIFFERENT SHEAR WALLS END AT THE SAME CORNER OR INTERSECTION, PROVIDE ONE SET OF END OF WALL HOLD DOWN HARDWARE WITH THE GREATER CAPACITY.. 8. WHERE SCHEDULED NUMBER OF STUDS AT THE END OF SHEAR WALLS ARE INTERRUPTED AT TRUSS BEARING, PROVIDE SOLID BLOCKING IN TRUSS SPACE. 9. SHEATHING SHALL EXTEND FULL HEIGHT OF SHEAR ;HALLS. STAGGER SHEATHING HORIZONTAL JOINTS SO THEY DO NOT FALL AT HORIZONTAL JOINT BETWEEN DOUBLE TOP PLATES AND SOLE PLATE. 10. WHERE SCHEDULED SHEATHING CANNOT EXTEND FULL HEIGHT OF WALL, PROVIDE SHEATHING OR BLOCKING BETWEEN FLOOR TRUSSES AT ALL SHEAR WALLS PER SECTIONS SHOWN ON PLAN. 11. ORIENTED STRAND BOARD (O.S.B.) MAY BE SUBSTITUTED FOR PLYWOOD WITH THE SAME THICKNESS. 12. ALL HARDWARE SHALL BE INSTALLED PER THE MANUFACTURE'S (SIMPSON STRONG -TIE) INSTRUCTIONS. ANCHOR BOLTS SHALL BE EMBEDDED 8" INTO CONCRETE FOUNDATION, MINIMUM. 13. SEE DETAIL "A" BELOW FOR WHEN SHEAR WALLS ARE INTERSECTED WITH OTHER STUD WALLS. GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL32714 P:4o7.7ot.o875 LIC.#28863 u[Nerman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 0 N N 0 N C 0 U w a 0 I_ 0 (; C 0 2 P �-'1 0 -� -� N., 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com aaa aaa go aaa o 0 no E NFE -TICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 A I I'1LI1 09/R 0�15 No. 7 843� = ST .._to William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED 8Y: JG PROJECT N0. 14-2984 i BUILDINGS I, II & ' CLUBHOUSE I S3.02 I- n o GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:407-701.0875 LIC.#28863 �®n V �■ i :MISTRUCTURAL ESTRUCTURE REVISIONS HAVE BEEN MADE TO THIS TO THE CHANGE TO A WOOD FRAME AND ENCLOSING THE CORRIDORS. 1 FOUNDATION PLAN NQTES: 1. TOP OF SLAB ELEVATION = 0'-0". THIS IS FOR REFERENCE ONLY SEE CIVIL FOR TRUE NGVD ELEVATION. 2. THE FOUNDATION/ SLAB SYSTEM SHALL BE A POST —TENSIONED FOUNDATION/ SLAB SYSTEM DESIGNED BY A SPECIALTY ENGINEER. MINIMUM REQUIREMENTS: A EXTERIOR FOUNDATION GRADE BEAMS SHALL BEAR 1,-0" BELOW FINISHED GRADE AND PROJECT UP ABOVE GRADE 8". B MINIMUM WIDTH OF FOUNDATIONS SHALL BE 1'-0'. C MINIMUM THICKNESS OF INTERIOR THICKENED SLABS SHALL BE 1'-0". D CONCRETE SLABS —ON —GRADE SHALL BE 4" ON 10 MIL VAPOR BARRIER ON COMPACTED, TREATED SUB —SOIL, TYPICAL. E ELEVATOR FOUNDATION AND PIT TO BE DESIGNED BY THE SPECIALTY ENGINEER. A TYPICAL ELEVATOR PIT SECTION HAS BEEN PROVIDED FOR YOUR REFERENCE ONLY. THE THICK HIDDEN LINES INDICATE THE LOCATION OF THICKENED FOUNDATION/SLAB UNDER LOAD BEARING WALLS. THE SPECIALTY ENGINEER SHALL DESIGN THE WIDTH, DEPTH AND REINFORCEMENT REQUIRED TO SUPPORT THE DESIGN LOADS AND LOAD COMBINATIONS. SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT LOCATION. CONTROL JOINTS ARE NOT REQUIRED IN POST —TENSIONED SLABS. SEE POST —TENSION ENGINEER'S DRAWINGS FOR CONSTRUCTION JOINT DETAIL. 3. VERIFY STEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION, 4. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 4" (NOMINAL WALLS), NOT INCLUDING TENANT SEPARATION WALLS: 1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. ® 2nd FLOOR = 3x4 [or (2).2x4] SPACED AT 12" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ALL OTHER 4" (NOMINAL WALLS): 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 232" AND AN EDGE DISTANCE OF 1". SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID 199'-8" BLOCKING IN TRUSS SPACE. 8'-8" 24'-8" 23'-4" 13'-0" 36'-4" 11'-7y4" 24'-11" 12'-4" 1V-4" 18'-8" 4'-4" 10'-4" 8'-9y4" 5. SW—# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. r o isi 6. ® INDICATES 8" (NOMINAL) MASONRY WALLS. REINFORCE WALLS WITH ao�0 #5 VERTICAL BARS AT 48" O.C. PLACE AN ADDITIONAL #5 VERTICAL WALL S3.01 NOFNFORCING OPENINGS.ROD AT ENDS OF GROUT CELLS SOLIIDLWITH 3000 PSG WALLS ROUT MIX DTOTEACH TOP OFSIDE r _ WALL. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED 1 ���� �! "� -' _— d _ s3.o1 i HORIZONTAL LATERAL REINFORCING SPACED AT 16" O.C. VERTICALLY. EXTEND L ___®_ __..______ 3 i REINFORCING 6" INTO POURED ELEMENTS. -- ___ ! N SW-1 — — — r I I i° I I I I r-------------1 t 1 7. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATION OF WOOD STUD WALLS, L-------, r --®_ NON —LOAD BEARING PARTi110NS AND DIMENSIONS NOT GIVEN. SEE THE i� r•-----, f I I I I NS 3.o1 r GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. I3 1 1 31 1 11 1 �I 1 I I� I cn N I 8. SEE MECHANICAL ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION 1 1 11 j I` 1 1 1 I 1 NI 1 I 1 OF PVC SLEEVES, PLUMBING FIXTURES (SINKS TOILETS AND TUBS) ELECTRICAL to ,�,1 1 t 1! Lnl I I I 1 I I`o s3.o1 I � ; I .I \ $ ° �._ ! 1 I� I _.1 �I I �I > s 01 1 I RUNS AND DUCT WORK. COORDINATE WITH H�VAC CONTRACTOR. 1 I Nt - I r i 1 1 _- _- --1 1 t 31 L 1� „ I Is I II 9. PROVIDE A STEPPED FOUNDATION WHERE INDICATED. SEE TYPICAL STEPPED t t 1 IN FOOTING DETAIL ON SHEET S3.01. A. H 3 I t _.. I I., _t 1 10-4 _. s3.o1 I Y 10. SEE TYPICAL BUILT—UP WOOD STUD COLUMN DETAIL FOR FRAMING OF L - t n'1 I in I t t I ( `4 la, I- - t .,1 I I, t 1 I 1 1I BREEZEWAY AND BALCONY COLUMNS, SHEET S3.01. ,,. 1 t 1 I I 19'-1 i' 7 11 1 1 I 1 I 1 I 1 I 1 I 1 I 1 1 1 4 s3.o1 11. CLUBHOUSE AND PUMP ROOM: .;.._-- L— _— L�._— _ ---� L >`,_'--«_--� L__�___— L— --J H (6") N INTERIOR LOAD BEARING STUD WALLS J t —_— L___—; — _�___—� L__—_.o___—_—.�.r-J`4 ,..—__—� L__1 _—_�._� NOMINAL EXTERIOR AND SIX INC I ___ SHALLBE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. FOUR 3 11 r_ N SW-3 SW-3 SW-3 SW-3 SW-3 SW-3 �.® _ INCH (4") NOMINAL INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPACED AT 1111 134'-0" 8'-0' 29'-5" I I 12 O.C. > SW-3 I W-3 SW-3 SW-3 SW-3 SW-3 1 1 1D ** DIMENSIONS NOTED ARE TO THE OUTSIDE OF FRAMING. SEE TYPICAL SLAB EDGE DETAIL ON SHEET S3.01 AND VERIFY WITH ARCHITECTURAL DOCUMENTS. — SW —3 SW-3 I 1 I 1 1 11 1 1 I l I 1 z I 1 --_ ---- - -� �—__--"------� r � K 24'-8" mmu"s • ! - SCALE: 3/32" = 1'-0" 11'-8" 24'-8" 11,-8" 24'-8%" a! M 12'-4" I 30'-0" NOTE 10, TYPICAL I 1 I I r-----------—rir--------:---- s I M I LO -4" KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. R.aNnIING I CIE I MMaM DESIGN 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 N ummerse°t C o N 0 Aw%artments 0 E L 0 o Zephyrhills, FL A 09/09(2015 L MAS ��lll ,� E Fd L No. 43 ` C — Q , vi ;�".` ' STA .F 3 a L 9^ C 0 William Thomas Domanski, P.E. 0 FL. REG. #76843 0 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG I PROJECT NO. 14-2984 1 .1 00 N I I N U 00 0 LQ I CID SCALE: 3/32" = 1'-0" 4,—e 174'-3%" All GUTHERMAN STRUCTURAL INC.1 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:407,701.0875 LIC.#28863 utherman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 FOUNDATION PLAN NOTES: TOP OF SLAB ELEVATION = 0'-0". THIS IS FOR REFERENCE ONLY SEE CIVIL FOR TRUE NGVD ELEVATION. 2. THE FOUNDATION/ SLAB SYSTEM SHALL BE A POST—TENTIONED FOUNDATION/ SLAB SYSTEM DESIGNED BY A SPECIALTY ENGINEER. MINIMUM REQUIREMENTS: A EXTERIOR FOUNDATION GRADE BEAMS SHALL BEAR 1'-0" BELOW FINISHED GRADE AND PROJECT UP ABOVE GRADE 8". B MINIMUM WIDTH OF FOUNDATIONS SHALL BE 1'-0". C MINIMUM THICKNESS OF INTERIOR THICKENED SLABS SHALL BE 1'-0". D CONCRETE SLABS —ON —GRADE SHALL BE 4" ON 10 MIL VAPOR BARRIER ON COMPACTED, TREATED SUB —SOIL, TYPICAL. E ELEVATOR FOUNDATION AND PIT TO BE DESIGNED BY THE SPECIALTY ENGINEER. A TYPICAL ELEVATOR PIT SECTION HAS BEEN PROVIDED FOR YOUR REFERENCE ONLY. THE THICK HIDDEN LINES INDICATE THE LOCATION OF THICKENED FOUNDATION/SLAB UNDER LOAD BEARING WALLS. THE SPECIALTY ENGINEER SHALL DESIGN THE WIDTH, DEPTH AND REINFORCEMENT REQUIRED TO SUPPORT THE DESIGN, LOADS AND LOAD COMBINATIONS. SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT LOCATION. CONTROL JOINTS ARE NOT REQUIRED IN POST —TENSIONED SLABS. SEE POST —TENSION ENGINEER'S DRAWINGS FOR CONSTRUCTION JOINT DETAIL. 3. VERIFY STEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 4. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 4" (NOMINAL WALLS), NOT INCLUDING TENANT SEPARATION WALLS: 1st FLOOR = 4x4 [or (2) 2x4] SPACED AT 12" O.C. 2nd FLOOR = 30 [or (2) 20] SPACED AT 12" O.C. 3rd & 4th FLOOR = 20 SPACED AT 16" O.C. ALL OTHER 4" (NOMINAL WALLS): ® 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 2V AND AN EDGE DISTANCE OF 1". SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE. 5. SW—# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. 6. ® INDICATES 8" (NOMINAL) MASONRY WALLS. REINFORCE WALLS WITH #5 VERTICAL BARS AT 48" O.C. PLACE AN ADDITIONAL #5 VERTICAL WALL REINFORCING ROD AT ENDS OF WALL, INTERSECTING WALLS AND AT EACH SIDE OF OPENINGS. GROUT CELLS SOLID WITH 3000 PSI GROUT MIX TO TOP OF WALL. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED HORIZONTAL LATERAL REINFORCING SPACED AT 16" O.C. VERTICALLY. EXTEND REINFORCING 6" INTO POURED ELEMENTS. 7. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATION OF WOOD STUD WALLS, NON —LOAD BEARING PARTITIONS AND DIMENSIONS NOT GIVEN. SEE THE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. 8. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH HVAC CONTRACTOR. 9. PROVIDE A STEPPED FOUNDATION WHERE INDICATED. SEE "TYPICAL STEPPED FOOTING DETAIL" ON SHEET S3.01. 10. SEE TYPICAL BUILT—UP WOOD STUD COLUMN DETAIL FOR FRAMING OF BREEZEWAY AND BALCONY COLUMNS, SHEET S3.01. 11. CLUBHOUSE AND PUMP ROOM: SIX INCH (6") NOMINAL EXTERIOR AND INTERIOR LOAD BEARING STUD WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. FOUR INCH (4") NOMINAL INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPACED AT 12" O.C. ** DIMENSIONS NOTED ARE TO THE OUTSIDE OF FRAMING. SEE TYPICAL SLAB EDGE DETAIL ON SHEET S3.01 AND VERIFY WITH ARCHITECTURAL DOCUMENTS. �NTERIOR DESIGN, INC. 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 00o ono nno ono o 0 or BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 09/09/2015 William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: JG N r PROJECT NO. 14-2984 U Z FOUNDATION PLAN z3.12 __ _ �Y���� YY�11■1■1■■�III0YI11■11�111 00 C 00 a 3 a GUTHERMAN STRUCTURAL INC iC 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:407.701.0875 LIC.#28863 5 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. FOUNDATION PLAN NOTES: 1. TOP OF SLAB ELEVATION = 0'-0". THIS IS FOR REFERENCE ONLY SEE CIVIL FOR TRUE NGVD ELEVATION. 2. THE FOUNDATION/ SLAB SYSTEM SHALL BE A POST —TENSIONED FOUNDATION/ SLAB SYSTEM DESIGNED BY A SPECIALTY ENGINEER. MINIMUM REQUIREMENTS: A EXTERIOR FOUNDATION GRADE BEAMS SHALL BEAR 1'-0" BELOW FINISHED GRADE AND PROJECT UP ABOVE GRADE 8". B MINIMUM WIDTH OF FOUNDATIONS SHALL BE 1'-0'. C MINIMUM THICKNESS OF INTERIOR THICKENED SLABS SHALL BE 1'-0". D CONCRETE SLABS —ON —GRADE SHALL BE 4" ON 10 MIL VAPOR BARRIER ON COMPACTED, TREATED SUB —SOIL, TYPICAL. E ELEVATOR FOUNDATION AND PIT TO BE DESIGNED BY THE SPECIALTY ENGINEER. A TYPICAL ELEVATOR PIT SECTION HAS BEEN PROVIDED FOR YOUR REFERENCE ONLY. THE THICK HIDDEN LINES INDICATE THE LOCATION OF THICKENED FOUNDATION/SLAB UNDER LOAD BEARING WALLS. THE SPECIALTY ENGINEER SHALL DESIGN THE WIDTH, DEPTH AND REINFORCEMENT REQUIRED TO SUPPORT THE DESIGN LOADS AND LOAD COMBINATIONS. SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT LOCATION. CONTROL JOINTS ARE NOT REQUIRED IN POST —TENSIONED SLABS. SEE POST —TENSION ENGINEER'S DRAWINGS FOR CONSTRUCTION JOINT DETAIL. 3. VERIFY STEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS PRIOR. TO CONSTRUCTION. 4. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 4" (NOMINAL WALLS), NOT INCLUDING TENANT SEPARATION WALLS: 1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. 2nd FLOOR = 30 [or (2) 2x4] SPACED AT 12" Q.C. 3rd & 4th FLOOR = 20 SPACED AT 16" O.C. ALL OTHER 4" (NOMINAL WALLS): 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.G. NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 2Y" AND AN EDGE DISTANCE OF 1 ". SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE. 5. SW—# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. EIMI SEE SHEAR WALL SCHEDULE ON SHEET 53.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. 6. CZ= INDICATES 8" (NOMINAL) MASONRY WALLS. REINFORCE WALLS WITH #5 VERTICAL BARS AT 48" O.C. PLACE AN ADDITIONAL #5 VERTICAL WALL REINFORCING ROD AT ENDS OF WALL, INTERSECTING WALLS AND AT EACH SIDE OF OPENINGS. GROUT CELLS SOLID WITH 3000 PSI GROUT MIX TO TOP OF WALL. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED HORIZONTAL LATERAL REINFORCING SPACED AT 16" O.C. VERTICALLY. EXTEND REINFORCING 6" INTO POURED ELEMENTS. 7. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATION OF WOOD STUD WALLS, NON —LOAD BEARING PARTITIONS AND DIMENSIONS NOT GIVEN. SEE THE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. 8. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH HVAC CONTRACTOR. 9. PROVIDE A STEPPED FOUNDATION WHERE INDICATED. SEE "TYPICAL STEPPED FOOTING DETAIL" ON SHEET S3.01. 10. SEE TYPICAL BUILT-UP WOOD STUD COLUMN DETAIL FOR FRAMING OF BREEZEWAY AND BALCONY COLUMNS, SHEET S3.01. 11. CLUBHOUSE AND PUMP ROOM: SIX INCH (6") NOMINAL EXTERIOR AND INTERIOR LOAD BEARING STUD WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. FOUR INCH (4") NOMINAL INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPACED AT 1'2" O.C. * DIMENSIONS NOTED ARE TO THE OUTSIDE OF FRAMING. SEE TYPICAL SLAB EDGE DETAIL ON SHEET S3.01 AND VERIFY WITH ARCHITECTURAL DOCUMENTS. KEY PLAN 3 _N a 0 L 0 a N U C INTERIOR 745 orients avenue, suite 1121 aitamonte springs, fI 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Sao ®®® Quo ago 11 on BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 lllw/t// 't A No. i848� AliA �lfllliilt�� William Thomas Domanski, P.E. NL. REG. #76843 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 CLUBHOUSE FOUINIDATION PLAN S3.13 COMPRESSION WEB — SLOPING OR VERT CONT LATERAL BRACE CEILING CONT. LATERAL BRACING AS REQD DIAG BRACING NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT - AT 20' O.C. CONT LATERAL BRACING LOCATED ON OR NEAR PANEL POINT SEE NOTE 2 BELOW. DIAGONALS FORM V--- BOTTOM CHORD BRACED BAY 0 20 FT OF TRUSSES INTERVALS; REPEAT 0 (TYP) BOTH ENDS 1. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB-91, BRACING IN THE PLAN OF THE WEB MEMBERS a. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. c. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 2. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-0" 0. C. WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. OR IF NO CEILING IS ATTACHED TO BOTTOM OF TRUSSES BRACING SHALL BE MIN. 2 x 4 0 36" O.C. NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45' TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. 3. 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 80 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. WOOD TRUSS BRACING DETAIL 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) n 14" PI Ywnnn D T I -A DI A= I -A DI ArIVIAIrl •.....r ni it Ar "L n nrr r LMNI fV7V Itiv IL.] OLL f Lnll 0 A A: FOR PLYWOOD SHEAR 16d NAILS ® 6" O.C. WALL: (2) LAYER OF 1/2" 16d NAILS ® 6" INTO RIBBON BLOCK C—DX PLYWOOD W/BASE PLY O.C. TYPICAL CONT 2x4 FACE NAILED NAILED TO TRUSS AND TO EACH TRUSS w/(2) BLOCKING W/10d NAILS AT 6" SEE NOTE B 16d NAILS O.C. AND FACE PLY NAILED W/10d NAILS AT 6" O.C. I I B: PROVIDE SHEAR WALL SHEATHING AS NOTED ON EACH SIDE OF EXPOSED — — — — FACE OF SHEAR WALLS BELOW. FASTEN TO BLOCKING AND FLOOR CONT 2x10 2x4 BLOCKING BETWEEN TRUSSES AS NOTED IN TRUSSES W/(4) 16d SHEAR WALL SCHEDULE FOR SEE TYPICAL STUD NAILS FACE NAILED EA. SHEAR WALLS BELOW. IF BEARING WALL BOTH PLYWOOD AND GYPSUM ELEVATION FOR STUD SHEAR WALL SHEATHING IS STRAPPING NOTED PLACE, PLYWOOD A SHEATHING FIRST. (2) LAYERS OF 5/8" GYPSUM WALL BOARD w/ BASE PLY NAILED TO TRUSS AND BLOCKING w/ 6d COOLER NAILS AT 9" O.C. AND FACE PLY NAILED w/8d COOLER NAILS AT 4" O.C. SECTION 3/4" = 1'-0" 16d NAILS �0 6" O.C. ELEVATION A —A K4-N� S 4.01 FASTEN SHEATHING ALONG LEDGER W/ 8d RING SHANK (or 10d) NAILS AT 4" O.C. CONT. 2x6 LEDGER W/(2) No.9x5" WOOD SCREWS AT 16" O.C. FLOOR SHEATHING, SEE GENERAL NOTES-7 EXTEND SHEAR WALL SHEATHING TO DECK CORRIDOR 16d NAILS FLOOR TRUSS, 16d NAILS AT 8" 0 6" O.C. SEE PLAN O.C. TYPICAL co PRE—ENGINEERED LADDER TRUSSES OR 2x10 PLATE W/2Y2" — BALLOON �FRAME TO MIN. BEARING USS ELEVATION rn 0 ¢SEE TYPICAL STUD BEARING WALL ELEVATION ON SHEET N S3.01 FOR STUD STRAPPING VERI Y w/ A CH 00 0 SECTION /,"�6 _0 S4.01 L 7 UNIT FLOOR TRUSS, SEE PLAN CONT. 2x4 LEDGER W/ No. 9 x 5" WOOD SCREW AT 16" O.C. WALL SHEATHING, SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE SECTION 7 3/4" = 1'-0" �_o HORIZONTAL BRACING OF TOP AND BOTTOM: 15 SPACES AT 2'-0" DIAGONAL BRACING : 1. PROVIDE ONE ROW OF HORIZONTAL BRACING O/C = 30'-0" 4. PROVIDE CROSS BRACING, AS SHOWN AT AS SHOWN EVERY 10'-0" PERPENDICULAR TO EACH END OF EACH ROW OF PERMANENT SPAN OF TRUSS. HORIZONTAL BRACING, AND AT NOT MORE 2 BRACING MEMBERS TO BE CONTINUOUS 2X4 THAN 30'-0" SPACING IN DIRECTION OF WOOD MEMBERS. AT SPLICE LOCATIONS, LAP HORIZONTAL BRACING. BRACING MEMBERS OVER AT LEAST 2 TRUSSES. 5. BRACING MEMBERS TO BE 2X4 WOOD MEMBERS. 3. WOOD TRUSSES AT 24" O.C. 6. (2) 10d NAILS (TYP.) TYPICAL BRACING DETAIL SHEATHING SHALL CONTINUOUS AT F LEVEL (EDGE SHAI 24" ABOVE AND E P.T. 2x4 STUD, SECURED TO TRUSS TOP & BOTTOM CHORD W/ (3) 16d NAILS, TYPICAL CONT. 2X4 RIBBON BLOCK. SEE TRUSS SHOP DRAWINGS TRUSS TIE, SEE PLAN CONTINUOUS WALL SHEATHING INTERIOR WALL SHEATHING, SEE SHEAR WALL SCHEDULE AND 2x STUD WALL, SEE SHEAR WALL GENERAL NOTES SCHEDULE, PLAN NOTES AND GENERAL NOTES CONT. P.T. 2x SOLE PLATE. CONNECT TO FRAMING PER -" WOOD SHEATHING SHEAR WALL SCHEDULE AND SUB —FLOOR GENERAL NOTES — PIGGY —BACK TRUSSES—` WOOD TRUSSES PROVIDE SHEAR BLOCKING SEE PLAN TRUSS BETWEEN TRUSSES I L WOOD STUD WALL WITH OVER SHEAR WALLS. DOUBLE TOP PLATE TRUSS SHALL BE SEE TYPICAL FRAMING DESIGNED TO TRANSFER 350 LF ELEVATION 16d NAILS —� SECTIO 5 8" O.C. CONNECTION BY 3/4" = l'-0" S4.01 OTHERS STAIRS BY OTHERS FLOOR SHEATHING, SEE GENERAL NOT CORRIDOR GIRDER TRUSS (GT), SEE PLAN WALL SHEATHING, SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE UNIT FLOOR TRUSS, SEE PLAN =f &a i •JILWO • SHEATHING SHALL BE CONTINUOUS AT FLOOR LEVEL (EDGE SHALL FALL 24" ABOVE AND BELOW) SECTION 3/4" = 1'-0" S4.01 FLOOR SHEATHING (SEE PLAN) WOOD TRUSSES 0 24"o.c. (MAX.) BEARING WALL WOOD HEADER (SEE PLAN) SECTION 9 3/4" = 1'-0" S4.01 CONT. 2X4 ATTACHED - TO VERTICAL MEMBERS OF TRUSSES W/(2) 16d NAILS CONTINUOUS WALL SHEATHING (2) 10d NAILS AT 16"o.c. ELSEWHERE DOUBLE 2x TOP PLATE SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 4'-0" MIN. BETWEEN SPLICES TYPICAL TOP PLATE DETAIL GUTHERMAN STRUCTURAL INC. :264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL32714 P: 407.701.0875 LIC. #28863 M, Aerman STRUCTURAL (36) 10d NAILS (MIN.) AT EA. SIDE OF EA. SPLICE IN TOP AND BOTTOM PLATES 16d NAILS 0 8" O.C. 2X4 BLOCKING BETWEEN TRUSSES AT KICKER W/ EXTEND SHEAR WALL SIMPSON U24 EA. END SHEATHING TO DECK -10d NAILS 0 4" O.C. AT BLOCKING GYPCRETE TOPPING AT — (MIN. 4 NAILS) INTERIOR, SEE ARCH. L---------- 2x4 KICKER @ 48" 0. C. W/(3) 16d NAILS 0 EA. END LADDER TRUSS (2) 2X TOP PLATE 16d NAILS @ 8" O.C. SECTION 2 3/4" — 1'-0" �-o WOOD TRUSS (SEE PLAN) PRE—ENGINEERED J LADDER TRUSSES OR BALLOON FRAME TO TOP OF TRUSS ELEVATION 16d NAILS @ 8" O.C. 16d NAILS 8" O.C. VERIFY w/ ARCH SECTION 3 3/4" = 1'-0" S4.01 IF BUILDING EXCEEDS 60'-0" IN LENGTH DIAGONALS SHALL BE REPEATED AT 20'-0", MAXIMUM. — — — BEARING WALL — — — — — — —ff 7F T7- — I I— —71 — —tr — 7 — IT— —I1— - — _Tr_ — T— — I I— —II — —It- — -r- — IT— —I1— —fi — Tr_ —11 II II II II II II II II II II II II II LI II II II II II II II II II II II II II II LI II II II II II II II II II I II II II II II II II II II II II II II II II I II II II II II II II II II Ii it II II II II II II II II II II II II II II it II II II it II II II II II 11 II II II II II z II II II II I! II II II II II II II II II II Ii II II � II ii II II II ii II I! II li li II II II II II II II II II � II II I! II it I! it I! I! II II I! I! I! II II II II "' II If II it 11 II II II II II II II it II II II II II II II II I! 11 II II II II II II II li II II II II II II II II II II I II !i II II II II II II II i II II II I! 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II II 11 II II II II II II II 11 11 II it II II !I II II II II II II II II II II II II II II II II z II II II II II II II II II II II II II !I II I II II II II a II II II II II II II II II II II II II II II II II II II II � II II II II II II II II II II II II II II II II II CONTINUOUS 2x4 II II II II II II II II II II II II II II II II II II LATERAL BRACING II II II II II II II II II II II II II II II II II W/(2) 1Od AT II II II II II II II II II II II II II II II II EACH TRUSS II 11 11 II II II li II II it II II II II II II II II II II II II II II II II l II II II II II II II II II II fl II II II II II II II II II II II II II II II II li II li II II II II II II I II II II II II II II II II II II II II II II II II II v II II II it II II II II II II ti II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II z II II II II II II II II II II II II II II II II II II a II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II I! II II II II II II II II II II II II II II II II II N II II II II II II II II II II II !I II — II—---u—_1L—.1L_—II__—II— I! II II II —l.L—_jL-.-1J--!I—__1—_11_—LL—IJ--!I—_11 II II II II II L! II —JI--II II II d _L L—L—U—L— IL— —U--U —�—�I _1 _iL—L—U—L—LL-11 —2x4 DIAGONAL BRACING (±45) BEARING WALL— * 3'-0" O.C. IF A SUSPENDED CEILING SYSTEM IS USED. W/(2) 10d AT EACH TRUSS. 8'-0" O.C. IF CEILING SHEATHING IS ATTACHED PROVIDE AT EACH END OF BUILDING DIRECTLY TO BOTTOM CHORD TYPICAL TRUSS BOTTOM CHORD BRACING DETAIL SCALE: N.T.S. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHTECTURE I INTERIOR DESIGN 9 745 orients avenue, suite 1121 altamonte springs, fl 32701 I phone: 407.830.1400 fax: 407.830.4143 AA0002731 i www.forumarchitecture.com Goo ago sou a®o 13 0 an ]w 3" E NT F I C I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, n 34239 Summerset Apartments Zephyrhills, FL 09/09/2015 1 A 0 /41 ale 84,E - x s William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG 10 PROJECT NO. 14-2984 BUILDINGS I, II & CLUBHOUSE SECTIONS AND I DETAILS i S4.01 EXTEND TOP PLATE ROOF SHEATHING, SEE OF DOUBLE TOP GEN NOTES PLYWOOD ROOT PLATE OVER BEAM SEE GEN. NOTE ROOF TRUSS, SEE PLAN TRUSS HOLD DOWN. V w".' (SEE PLAN) WOOD BEAM, SEE PLAN SECTION 1 3/4" = 1'-0" �O2 T.O. WALL/ TRUSS BRG. NAIL SHEATHING TO BLKG EL =SEE 2x BLOCKING W/(2) 16d W/ 8d NAILS AT 4" O.C. PLAN NAILS TOE NAILED EACH ROOF SHEATHING, SEE WOOD ROOF TRUSS END & 3 16d NAILS GEN NOTES TOE NAILED TO DBL. 2x ROOF TOP PLATE TRUSSES, CONTINUOUS BLOCKING SEE PLAN WALL SHEATHING, REQUIRED AT SHEAR SEE PLAN, GENERAL WALLS. PROVIDE NOTES AND SHEAR BLOCKING EVERY OTHER WALL SCHEDULE TRUSS AT NON -SHEAR WALLS TRUSS ANCHOR, SEE PLAN SEC�ON 3 STUD PLATE TIE 3/4" = 1'-O" �O2 SHEAR WALL OR EXTERIOR WALL SHEATHING, SEE SHEAR WALL INTERIOR WALL SCHEDULE & GEN NOTES jL SHEATHING SECTION 2 3/4" �O2 ROOF TRUSS, j SEE PLAN - 1 EXTEND TOP PLATE _ OF DOUBLE TOP PLATE OVER BEAM - FASTEN SHEATHING ALONG LEDGER W/ 8d RING SHANK (or 10d) NAILS AT 4" O.C.- CONT. P.T. 26 LEDGER W/Y4"0 x 3Y4" TAPCONS AT 16" O.C. FLOOR SHEATHING, SEE GENERAL NOTES FLOOR TRUSS, SEE PLAN — IBL 2x TOP PLATE EXTERIOR WALL SHEATHING, SEE GEN. NOTES 2x4 BLOCKING BTWN TRUSSES W/ SIMPSON U24 EACH END ROOF SHEATHING, SEE GEN. NOTES ---TRUSS HOLD DOWN (SEE PLAN) WOOD BEAM, SEE PLAN WALL SHEATHING, SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE SECTION r7 3/4" = 1'-00' �O2 FASTEN SHEATHING ALONG LEDGER W/ 8d RING SHANK (or 10d) NAILS AT 4" O.C. 2x4 LET -IN AT TRUSS. PROVIDE A CONT. P.T. 2x4 LEDGER W/Y4"O x 3Y4" TAPCONS AT 16" O.C.— FLOOR SHEATHING, SEE GENERAL NOTES FLOOR GIRDER TRUSS (GT), SEE PLAN SIMPSON LGU410-SDS CONT. P.T. 2x4 LEDGER AT CORNER LOCATIONS PROVIDE W/Y4 0 x 3Y4" TAPCONS AT A SIMPSON HGUMx3%"-SDS 24" O.C. WITH ONE FLANGE CONCEALED- 8x16 BOND BEAM AT TRUSS 8x16 BOND BEAM AT TRUSS BEARING CONNECTION, SEE BEARING CONNECTION, SEE PLAN NOTES PLAN NOTES co 8" CMU WALL, SEE PLAN 8" CMU WALL, SEE PLAN ai co rn 0 LID 0 N CO C 0') SECTION r12 m 3/4„ = 1'—O" �O2 0 0- SECTION K 13 3/4" = 1'-0" S4.02 ROOF WOOD TRUSSES (SEE PLAN) PLYWOOD ROOF SHEATHING, SEE GEN. NOTES --\ TRUSS ANCHOR,- NCHOR, SEE PLAN V WALL SHEATHING, >TE TIE SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE TWALL/ TRR USS BRG. SEE PLAN ;OOF TRUSS, SEE PLAN SIMPSON SP2 STUD PLATE TIE 2x4 LET -IN AT TRUSS. PROVIDE A CONT. P.T. 2x4 LEDGER W/Y4 O x 3Y4" TAPCONS AT 16" O.C. ROOF SHEATHING, SEE GEN. NOTES 2x6 STUDS AT 16" O.C. CONT 2x6 LEDGER WITH (2) #9x4" WOOD SCREWS AT EACH STUD 2x6 SOLE PLATE WITH NO. 9 x 4" WOOD SCREWS AT 16" O.C. - TRUSS ANCHOR, SEE PLAN f \-SEE "TYPICAL PLYWOOD BRACING DETAIL" ON SHEET S4.01 FOR ADDITIONAL INFORMATION STUD PLATE TIE WALL SHEATHING,— SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE SECTION r4_"'� 3/4" = 1'-0" S4.02 --DBL 2x6 TOP PLATE ROOF SHEATHING, SEE GEN. NOTES SIMPSON MTS12 WRAP AROUND VERTICAL STUD AND LEDNER AS REQUIRED 10d AT 4" O.C. TO LEDGER 10d AT 4" O.C. PLYWOOD ROOF SHEATHING, SEE GEN. NOTES 2x6 BRACE AT 24" O.C. WA4) 10d EACH END SIMPSON SP2 WALL SHEATHING, STUD PLATE TIE SEE PLAN, GENERAL NOTES AND SHE WALL SCHEDULE , /Z WHERE LEDGER IS ON BOTH SIDES OF MASONRY WALL STAGGER ANCHORS BY 8" WITH OPPOSITE SIDE ANCHOR CONNECTION 8x16 BOND BEAM AT TRUSS BEARING CONNECTION, SEE PLAN NOTES SECTION 8 3/4" = 1'-0" �O2 FASTEN SHEATHING ALONG LEDGER W/ 8d RING SHANK (or 10d) NAILS AT 4" Q.C. FLOOR SHEATHING, SEE GENERAL NOTES ROOF SHEATHING, SEE GEN NOTES ROOF DECK SEE 2x4 BLOCKING BTWN GENERAL NOTES. TRUSSES W/ SIMPSON U24 EACH END, AT "X-BRACING" ROOF SHEATHING, SEE GEN. NOTES ROOF TRUSS, SEE PLAN — 2x4 BLOCKING BTWN TRUSSES AT BRACE W/ SIMPSON U24 EACH END -ROOF TRUSSES, SEE PLAN EXTEND TOP PLATE OF DOUBLE TOP PLATE OVER BEAM- TRUSS TIE, SEE PLAN \- FLOOR TRUSS SEE PLAN DOUBLE PT 2x8 x CONT. LEDGER W/ 5/8"0 EXP. ANCHORS ® 16" O.C. (5" EMBED). ROOF TRUSS, SEE PLAN 8" CMU WALL CONT. DOUBLE 2x8 LEDGER. (SEE PLAN) CONNECT BASE -PLY 2x TO STUD WALL W/(2) Y4"Ox 6" LAG SCREWS 0 16" O.C. CONNECT FACE -PLY WITH (2) 16d AT 8" O.C. SECTION 14 2x6 "X-BRACING" W/(4) 10d AT EACH END, SPACED AT 4'-0" O.C. 8" REINFORCED MASONRY WALL SECTION 5 3/4" = 1'-0" �O2 DBL 2x TOP PLATE ROOF SHEATHING, SEE GEN. NOTES 2x4 BLOCKING BTWN ROOF SHEATHING, TRUSSES W/ SIMPSON SEE GEN. NOTES- U24 EACH END --TRUSS HOLD DOWN (SEE PLAN) — WOOD BEAM, SEE PLAN SECTION 9 3/4" = 1'-0" �O2 STEEL PLATFORM BY OTHERS. PROVIDE A CONTINUES ANGLE AT BOTTOM TO SPREAD LOAD ACROSS TRUSSES AND WITH HORIZ. LEG LONG ENOUGH TO FASTEN 2x RIM BOARD W/(2) NO. 9 x 3Y2" WOOD TO TOP OF TRUSS — SCREWS AT EACH TRUSS -Y4" FLOOR SHEATHING, FASTEN TO SUPPORTS WITH 10d NAILS \ FAT 4" O.C. AT SHEET EDGES \ AND 12" O.C. IN FIELD. SECTION 15 3/4" = 1'-0" S4.02 2x RAFTERS, SEE PLAN T.0 WALL/ TRUSS BRG. SEE PLAN SIMPSON SP2 STUD PLATE TIE SINGLE COURSE K.O. BLOCK (8x8) WITH A POURED IN PLACE COURSE BOTH W/ CONT. #5 EACH, GROUT SOLID AT TOP OF WALL WOOD ROOF TRUSSES, TYP., SEE PLAN CONT 2x4 BRIDGING W/(2) 10d AT EACH SUPPORT - AT EACH "X-BRACING" CONT. P.T, 2x4 LEDGER W/ )(6%34" TAPCONS AT 12" O.C., TYP. CONTINUOUS 8x8 KNOCK -OUT BLOCK BOND BEAM W/(2) #5 CONT. FASTEN SHEATHING ALONG LEDGER W/ 8d RING SHANK (or 10d) NAILS AT 4" O.C. CONT. P.T. 2x6 LEDGER W/Y"0 x 3Y" TAPCONS AT 16" O.C. FLOOR SHEATHING, SEE GENERAL NOTES—\ 2x RIBBON PLATE FLOOR TRUSS, SEE PLAN — SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 PLYWOOD ROOF SHEATHING, SEE GEN. NOTES 10d AT 4" O.C. I R A r"K A-S ROOF TRUSS OVER SHEAR WALL W/ x4 BLOCKING BTWN VERTICAL WEB MEMBERS TRUSSES W/ AT 13" O.C. SIMPSON U24 EACH END, AT BRACE CONT 2x4 PLATE TOP AND BOTTOM W/ #9x3V WOOD SCREWS AT 6" O.C., STAGGERED �-- SHEAR WALL SHEATHING TO MATCH SHEAR WALL SHEATHING NOTED IN WALL BELOW WALL SHEATHING, STUD PLATE TIE SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE S O 3/4" = 1'-0" �O2 AT ELEVATOR TOWER OPENINGS PROVIDE POURED IN PLACE SILL WITH #5 CONT. AND POUR SOLID DOWN TO PRECAST LINTEL 4, CUT BLOCK TO ROOF TRUSS, CONT. P.T. 2x4 LEDGER ACCOMMODATE PRECAST SEE PLAN - W/Y"0 x 3Y4" TAPCONS AT LINTEL AND TO 24" O.C. MAINTAIN COURSING 8x16 BOND BEAM AT TRUSS BEARING CONNECTION, SEE PLAN NOTES LINTEL, SEE PLAN S CT10 ri 0 3/4" = 1'-0 �O2 T.0 WALL/ ®jI TRUSS BRG., SEE PLAN ;OOF TRUSS, SEE PLAN PROVIDE SIMPSON STRAPS EACH END OF HEADER FLOOR TRUSSES, SEE PLAN —* GIRDER TRUSS (GT), SEE PLAN - TRUSS HOLD DOWN (SEE PLAN) SIMPSON SP2 WALL SHEATHING, STUD PLATE TIE SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE SECTION 16 3/4" = 1'-0" S4.02 EXTERIOR WALL SHEATHING, SEE GEN. NOTES — EXTEND TOP PLATE OF DOUBLE TOP PLATE OVER BEAM- ROOF SHEATHING, SEE GEN. NOTES GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:4o7.701.o875 LIC.#z8863 u erman STRUCTURAL L ROOF TRUSSES, SEE PLAN 2x6 BRACE AT 48" O.C. EACH SIDE, W/(4) 10d EACH END _2x TOP PLATE 2x4 BLOCKING BTWN TRUSSES W/ SIMPSON U24 EACH END -ROOF SHEATHING, SEE GEN. NOTES ° T.0 WALL/ TRUSS BRIG., SEE PLAN —TRUSS HOLD DOWN ROOF TRUSS, SEE PLAN (SEE PLAN) WOOD BEAM, SEE PLAN SECTION 11 3/4" = l'-O" S4.02 rT\-DBL 2x TOP PLATE EXTERIOR WALL SHEATHING, SEE GEN. NOTES — PRE -FABRICATED STAIR BY OTHERS ROOF SHEATHING, SEE GEN. NOTES SIMPSON A35 EACH SIDE AT 24"O.C., OR 16d TOENAILS EACH SIDE AT 10" O.C. SHEAR WALL SHEATHING PER SHEAR WALL SCHED. EACH SIDE TERIOR WALL EATHING, SEE GEN. NOTES 2x4 BLOCKING BTWN TRUSSES W/ SIMPSON U24 EACH END IROOF SHEATHING, SEE GEN. NOTES T.0 WALL/ TRUSS BRG., SEE PLAN TRUSS HOLD DOWN (SEE PLAN) SIMPSON SP2 STUD PLATE TIE INTERIOR WALL SHEATHING, SEE GEN. NOTES SECTION K 17 001 PRE -ENGINEER ROOF TRUSSES SHEAR WALL SHEATHING 16d NAILS AT PER SHEAR WALL 12"O.C. EACH SCHED. SIDE EACH SIDE NAILING PER SHEAR WALL SCHEDULE TYPICAL SECTION 1 3/4" = 1'-0" S4.02 745 orienta avenue, suite 1121 altamonte 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 Zephyrhills, FL 09/09/2015 ST"��'"_='O;= 4oF,10 A N '4'. /iiiltlllilo��� I William Thomas Domanski, P.E. ! FL. REG. #76843 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: JG In PROJECT NO. 14-2984 BUILDINGS I, li & i CLUBHOUSE u SECTIONS AND DETAILS 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P: 407.701.0875 LIC. #28863 EMU 11 I �� 4 1l1iIl co I N Cn CD a T.O. WALL/ ROOF BUILDING I - SECOND FLOOR FRAMING PLAN SCALE: 3/32" = 1 {-0" T.Q. WALL/ ROOF T.O. WALL/ ROOF T.O. WALL/ ROOF ® uLherman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 FLOOR FRAMING PLAN NOTES: 1. WOOD FLOOR TRUSS BEARING ELEVATIONS: SECOND FLOOR (2ND), EL. = 8'®1Y8" THIRD FLOOR (3RD), EL. = 17'-11" FOURTH FLOOR (4TH), EL. = 27'-836" UNLESS NOTED OTHERWISE 2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. 3. — — INDICATES WOOD FLOOR TRUSS, SEE PLANS. AT INTERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. AT INTERMEDIATE STAIR LANDINGS PROVIDE 18Y2" DEEP FLOOR TRUSSES AT EXTERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE TRUSS TOP CHORD AWAY FROM THE STRUCTURE, 18" SLOPING DOWN TO 17" DEEP. SPACE WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. 4. "GT" INDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE. 5. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. AT TRUSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR WALL BELOW. 6. TRUSS MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS SYSTEM FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. 7. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. 8. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED -BELOW: UNITS A3, C1 AND C2 — 4" (NOMINAL WALLS) 1st FLOOR = 40 [or (2) 2x4] SPACED AT 12" O.C. 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 12" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ALL OTHER UNITS — 4" (NOMINAL WALLS) ® 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 2Y2" AND AN EDGE DISTANCE OF 1". AT INTERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, PROVIDE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. SEE WOOD SEC11ON IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. 9. SW—# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. OEM SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. 10. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM CONSISTING OF A DOUBLE KNOCK —OUT COURSE (8x16) AT TRUSS BEARING ELEVATIONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT SOLID. 11. L—# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01 12. H—# INDICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL OPENINGS. SEE SCHEDULE ON SHEET S3.00. 13. CLUBHOUSE, BREEZEWAY AND PUMP ROOM: A. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.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 TOP OF STUD WALLS WITH SIMPSON H10A TIES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. C. G.T. INDICATES LOCATION OF A GIRDER TRUSS. TRUSS TO TRUSS CONNECTION BY TRUSS MANUFACTURER'S ENGINEER. 14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE. KEY PLAN om 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 'Eff-I'ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL Me 1117KIM Wo J 1 en y OF PU William Thomas Domanski, P.E. FL. REG. #76843 A SHEET REVISIONS: EDITED BY: JG PROJECT 1 SECOND FLOOR FRAMING PLAN S4.21 T.O. WALL/ ROOF GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL32714 P:4o7.7oi.o875 LIC.#28863 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 FLOOR TRUSS BEARING ELEVATIONS: D FLOOR (2ND), EL. = 8'-1)6" FLOOR (3RD), EL. = 17'-11" -1 FLOOR (4TH), EL. = 27'-8%" 3 NOTED OTHERWISE = CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. INDICATES WOOD FLOOR TRUSS, SEE PLANS. ERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. ERMEDIATE STAIR LANDINGS PROVIDE 18V DEEP FLOOR TRUSSES fERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE TOP CHORD AWAY FROM THE STRUCTURE, 18" SLOPING DOWN TO 17" WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. JDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND _OOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID NG IN TRUSS SPACE. JSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE IED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING iMEN T. JSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x NG AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL -ZING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR 3ELOW. MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS d FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. CHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION C SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. OR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. )R LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: A3, C1 AND C2 — 4" (NOMINAL WALLS) 1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. 2nd FLOOR = 3x4 [or (2) 20] SPACED AT 12" Q.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. IHER UNITS — 4" (NOMINAL WALLS) 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ,OUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END ICE OF 2h" AND AN EDGE DISTANCE OF 1". ERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, DE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. DOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION INDICATES SHEAR WALL TYPE. sm SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. fPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL iATION. ID INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM 31ING OF A DOUBLE KNOCK —OUT COURSE (8x16) AT TRUSS BEARING ftONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE ROUT SOLID. IDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01 4DICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL IGS. SEE SCHEDULE ON SHEET S3.00. OUSE, BREEZEWAY AND PUMP ROOM: DROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES 4T A MAXIMUM OF 2'-0" O.C. ROOF PITCH = 6:12. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR ROOF LINES. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. CONNECT ROOF TRUSSES TO TOP OF STUD WALLS WITH SIMPSON H10A TIES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. G.T. INDICATES LOCATION OF A GIRDER TRUSS. TRUSS TO TRUSS CONNECTION BY TRUSS MANUFACTURER'S ENGINEER. OUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED WISE. KEY PLAN c U c —111 ri I I L'i A "019* 3 INTERIOR DESIGN, INC. PL.ANWING I AR(M(TWWfM I fffrBWRDESIG1d 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com nun non Go ono ° ❑ oa BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 Oft um erset Apartments Zephyrhills, FL �1t1"QIT& �&�� � � 3�. • [8'` ;g ire ��� .fir William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG i FRAMING PLAN S4.22 _I 1.. 1 I' 1 61 11 1. 11 1_ ,I -_ —1 1 _ I_ _' 1 — __ t I '�1 I : _I III IJIL I! I I. _ u._ SIIII P .1 UIF II iall_ILN1!1 - __. — - 1 - J 1 1 :_.I I I I I I 11— I A I I IL 1 _ I PLYWOOD R( SEE GEN. NI SP2, TYP. H 10, TYP. TSP ENDS SEc-noN K � 3/4" = 1'-0" S4.23 CUPOLA STUD WALL FRAMING CUPOLA ROOF TRUSS FRAMING SCALE: Xi6" = 1'-0" CLUBHOUSE -ROOF FRAMING PLAN GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P!407.701,0875 LIC.#28863 rt erman STRUCTURAL SIGNIFI:DUE:TO EVISIONS HAVE BEEN MADE TO THIS SHEET THE CHANGE TOA WOOD FRAMESTRUCD ENCLOSING THE CORRIDORS. 1 FLOOR FRAMING PLAN NOTES: 1. WOOD FLOOR TRUSS BEARING ELEVA11ONS: SECOND FLOOR (2ND), EL. = 8'—%- THIRD FLOOR (3RD), EL. = 17'-11" FOURTH FLOOR (4TH), EL. = 27'-8%" UNLESS NOTED OTHERWISE 2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. 3. — INDICATES WOOD FLOOR TRUSS, SEE PLANS. AT INTERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. AT INTERMEDIATE STAIR LANDINGS PROVIDE 18X" DEEP FLOOR TRUSSES AT EXTERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE TRUSS TOP CHORD AWAY FROM THE STRUCTURE, 18" SLOPING DOWN TO 17" DEEP. SPACE WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. 4. "GT" INDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE. 5. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. AT TRUSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR WALL BELOW. 6. TRUSS MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS SYSTEM FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. 7. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. 8. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C,, UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 — 4" (NOMINAL WALLS) 1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. ® 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 12" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ALL OTHER UNITS — 4" (NOMINAL WALLS) 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 2V AND AN EDGE DISTANCE OF 1". AT INTERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, PROVIDE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. 9. SW—# INDICATES SHEAR WALL TYPE. sm SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. 10. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM CONSISTING OF A DOUBLE KNOCK —OUT COURSE (8x16) AT TRUSS BEARING ELEVATIONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT SOLID. 11. L—# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. 12. H—# INDICATES A WOOD HEADER/BEAM, PROVIDE A WOOD HEADER OVER ALL OPENINGS. SEE SCHEDULE ON SHEET S3.00. 13. CLUBHOUSE, BREEZEWAY AND PUMP ROOM: A. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.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 TOP OF STUD WALLS WITH SIMPSON H10A 11ES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. C. G.T. INDICATES LOCATION OF A GIRDER TRUSS. TRUSS TO TRUSS CONNEC11ON BY TRUSS MANUFACTURER'S ENGINEER. 14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE. 3/16" = 1'-0" KEY PLAN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 1&4 0 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 S4.23 l co 11 H5 — — GT — v —U 01 GT - �OK�.%6,D,G���,9 e�'�A�6D,%�'r�/�/,�i��D�l�%�Hed��dNdY//LIGP�///7,1���",D�' dui.�',i�',��0/1.��O��li.9a,°1.7�,�, A,07'�� c��0���.� �L.�d,ld�,�'6���/il�O,d' �.�9,O�f��' '��✓������.��2A_ O w g. y yp y. � IN 11 DAN " O, SCALE: 3/32" = V-0" ,2. S4.01 H5 I � --------- ----- — H5 lib ----— — — — — — — — — — — — — — --------- , ----— — — ---------- — — — — — — ------------ I 3 I-- 71"---- cn — — - -- ------ — — — — -- — — ---- ---------- — -- H4 —--- --- —�— —— — — — — — — — — — — — — — --- - — — — — — — — — — — — — — — — rn - - 123 - ---- ------- SW-3 I I -p5------ SW-_3-- - - - - - - - - - - - - - - - LO sl III - - - - - - - - - - - - - - - - --------------- II s�.012 _ - I I I ;. I I I I _SW - - _H5-- - - W13 ....m. --- --- -- .. ---------- I :' - ----- -------- - --------- rn -------- o s-- -- ------------- -,-------- / _ - - - - - - - - - -- --- - - - - - - - - - - - - - —------- 3 T— ---- N fN —GT --� ----------� — — — — — — — — — — — — CT — — — — — —.. — — — — — --------- S4.01 — — — — --------1 ..... ..... d __ _ I Cn - - - - - - - - - - - - - cn — — — — — — --- 3 - fA — -- -- — H6 H5 —-� H5 2I= s4.o1 H5 HS S4.01 GUTHERMAN STRUCTURAL INC.I 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL32714 P: 407.701:0875 LIC. #28863 uLherman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 FLOOR FRAMING PLAN NOTES: 1. WOOD FLOOR TRUSS BEARING ELEVATIONS: SECOND FLOOR (2ND), EL. = 8'-1X" THIRD FLOOR (3RD), EL. = 17'-11" FOURTH FLOOR (4TH), EL. = 27'-8%" UNLESS NOTED OTHERWISE 2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. 3. - - INDICATES WOOD FLOOR TRUSS, SEE PLANS. AT INTERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. AT INTERMEDIATE STAIR LANDINGS PROVIDE 18Y" DEEP FLOOR TRUSSES AT EXTERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE TRUSS TOP CHORD AWAY FROM THE STRUCTURE, 18" SLOPING DOWN TO 17" DEEP. SPACE WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. 4. "GT" INDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE. 5. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. AT TRUSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR WALL BELOW. 6. TRUSS MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS SYSTEM FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. 7. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. 8. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 - 4" (NOMINAL WALLS) 1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 12" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ALL OTHER UNITS - 4" (NOMINAL WALLS) 1st & 2nd FLOOR = 3x4 [or (2) 20] SPACED AT 16" O.C. 3rd & 4th FLOOR = 20 SPACED AT 16" O.C. NAIL DOUBLE 20 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 2V AND AN EDGE DISTANCE OF 1". AT INTERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, PROVIDE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. 9. Sw# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. 10. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM CONSISTING OF A DOUBLE KNOCK -OUT COURSE (8x16) AT TRUSS BEARING ELEVATIONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT SOLID. 11. L-# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. 12. H-# INDICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL OPENINGS. SEE SCHEDULE ON SHEET S3.00. 13. CLUBHOUSE, BREEZEWAY AND PUMP ROOM: A. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.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 TOP OF STUD WALLS WITH SIMPSON H10A TIES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. C. G.T. INDICATES LOCATION OF A GIRDER TRUSS. TRUSS TO TRUSS CONNEC11ON BY TRUSS MANUFACTURER'S ENGINEER. 14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE. KEY PLAN ARCHITECTURE & INTERIOR • DESIGN, 745 orients avenue, suite 1121 altamonte springs, fI 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com no ono nnn onn 0 BE"'N"rEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 • Zephyrhills, FL J1']1114WITi +1 ap,0 \ _— rka Cat s zz L 0 William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 BUILDING I THIRD FLOOR FRAMING PLAN 4di GUTHERMAN STRUCTURAL INC. 2.64 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P: 40770r.o875 LIC. #28863 ut6rman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 FLOOR FRAMING PLAN NOTES: 1. WOOD FLOOR TRUSS BEARING ELEVATIONS: SECOND FLOOR (2ND), EL. = 8'—W THIRD FLOOR (3RD), EL. = 17'-11" FOURTH FLOOR (4TH), EL. = 27'-8%" UNLESS NOTED OTHERWISE 2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. 3. — — — — — — — INDICATES WOOD FLOOR TRUSS, SEE PLANS. AT INTERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. AT INTERMEDIATE STAIR LANDINGS PROVIDE 18V DEEP FLOOR TRUSSES AT EXTERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE TRUSS TOP CHORD AWAY FROM THE STRUCTURE, 18" SLOPING DOWN TO 17" DEEP. SPACE WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. "GT" INDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. AT TRUSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR WALL BELOW. TRUSS MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS SYSTEM FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 — 4" (NOMINAL WALLS) 1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 12" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ALL OTHER UNITS — 4" (NOMINAL WALLS) 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 0C AND AN EDGE DISTANCE OF 1". AT INTERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, PROVIDE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. SEE WOOD SEC11ON IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. Sw—# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM CONSISTING OF A DOUBLE KNOCK —OUT COURSE (8x16) AT TRUSS BEARING ELEVATIONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT SOLID. L—# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. H—# INDICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL OPENINGS. SEE SCHEDULE ON SHEET S3.00. CLUBHOUSE, BREEZEWAY AND PUMP ROOM: A. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.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 TOP OF STUD WALLS WITH SIMPSON H10A TIES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. C. G.T. INDICATES LOCATION OF A GIRDER TRUSS. TRUSS TO TRUSS CONNECTION BY TRUSS MANUFACTURER'S ENGINEER. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE. KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. NWG I ARCHrrECTLIFE I 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com a go BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09109/2015 e\`\\W!I!///// �v1AS Dol,y,� a William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY- JG PROJECT •;. BUILDING II THIRD FLOOR FRAMING PLAN BUILDING II - SCALE: 3/32" = V-O" GT ,1. 1 S4.0 I I II 1 I I I I I I .�-- -1111 1 1 I 0 ---------------- -----------�.� ------ III-` I -- - - SW-3 - - - - - - --------- ---3 ----- 1� 9 �.= f 1�� hd H5 12" S4.01 ..— '.,--------- I - -�- ,eve d- ----_----- I I - - - - - - - - - - - - - - - - - - - - - - - - - ------- c� --H5---------SW_- j------H5-- -- -----gip ■ 111111F, 111I s . r` ll-, 0'► SCALE: 3/32" = 1'-0" --------------- ,2. S4.01 I I,'4 H5 ------- --�6----- -------- - ---------- -- 3 - -— — — — — — — — — H4 SWi 31 —-------- — — — — :3LO — — — — — — — — — — — = I I -- — — — — — — — — — — —— I ---------_SI� L-T"4.7" ----_H5_ _- --- / - - - - - - - - - - - I---------------3k o cn -- -- - S4.01 0 1M GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:407.701.o875 LIC.#28863 5 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 FLOOR FRAMING PLAN NOTES: 1. WOOD FLOOR TRUSS BEARING ELEVATIONS: SECOND FLOOR (2ND), EL. = 8'-19 THIRD FLOOR (3RD), EL. = 17'-11" FOURTH FLOOR (4TH), EL. = 27'-8%" UNLESS NOTED OTHERWISE 2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. 3. - - - - - - - INDICATES WOOD FLOOR TRUSS, SEE PLANS. AT INTERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. AT INTERMEDIATE STAIR LANDINGS PROVIDE 1W DEEP FLOOR TRUSSES AT EXTERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE TRUSS TOP CHORD AWAY FROM THE STRUCTURE,18" SLOPING DOWN TO 17" DEEP. SPACE WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. 4. "GT" INDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE. 5. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. AT TRUSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR WALL BELOW. 6. TRUSS MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS SYSTEM FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. 7. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. 8. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 - 4" (NOMINAL WALLS) 1st FLOOR = 44 [or (2) 20] SPACED AT 12" O.C. 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 12" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ALL OTHER UNITS - 4" (NOMINAL WALLS) 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 2)�' AND AN EDGE DISTANCE OF 1". AT INTERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, PROVIDE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. 9. SW-# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. 10. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM CONSISTING OF A DOUBLE KNOCK -OUT COURSE (8x16) AT TRUSS BEARING ELEVATIONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT SOLID. 11. L-# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. 12. H-# INDICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL OPENINGS. SEE SCHEDULE ON SHEET S3.00. 13. CLUBHOUSE, BREEZEWAY AND PUMP ROOM: A. PROVIDE PRE -FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.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 TOP OF STUD WALLS WITH SIMPSON H10A TIES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. C. G.T. INDICATES LOCATIONOF A GIRDER TRUSS. TRUSS TO TRUSS CONNECTION BY TRUSS MANUFACTURER'S ENGINEER. 14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 I phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ago ono Dun Dan Q ®a "IB"ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/09/2015 N ale ' N\\ William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: EDITED BY: JG PROJECT NO. r 14-2984 GUTHERMANSTRUCTURAL INC .� 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS J 32714 P: 407J01.o875 LIC. H28863 00 S4I0 NJ 0011-1191 IIE Of SCALE: 3/32" = V-0" SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 FLOOR FRAMING PLAN NOTES: 1. WOOD FLOOR TRUSS BEARING ELEVATIONS: SECOND FLOOR (2ND), EL. = 8'—lX" THIRD FLOOR (3RD), EL. = 17'-11" FOURTH FLOOR (4TH), EL. = 27'-8%" UNLESS NOTED OTHERWISE 2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. 3. — INDICATES WOOD FLOOR TRUSS, SEE PLANS. AT INTERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. AT INTERMEDIATE STAIR LANDINGS PROVIDE 18)!" DEEP FLOOR TRUSSES AT EXTERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE TRUSS TOP CHORD AWAY FROM THE STRUCTURE, 18" SLOPING DOWN TO 17" DEEP. SPACE WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. 4. "GT" INDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE. 5. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. AT TRUSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR WALL BELOW. 6. TRUSS MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS SYSTEM FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. 7. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. 8. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 — 4" (NOMINAL WALLS) 1st FLOOR = 4x4 [or (2) 2x4] SPACED AT 12" O.C. ® 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 12" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ALL OTHER UNITS — 4" (NOMINAL WALLS) 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 2hi" AND AN EDGE DISTANCE OF 1". AT INTERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, PROVIDE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. 9. Sw# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. 10. ® INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM CONSISTING OF A DOUBLE KNOCK —OUT COURSE (8xl6) AT TRUSS BEARING ELEVATIONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT SOLID. 11. L—# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. 12. H—# INDICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL OPENINGS. SEE SCHEDULE ON SHEET S3.00. 13. CLUBHOUSE, BREEZEWAY AND PUMP ROOM: A. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.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 TOP OF STUD WALLS WITH SIMPSON H10A TIES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. C. G.T. INDICATES LOCATION OF A GIRDER TRUSS. TRUSS TO TRUSS CONNECTION BY TRUSS MANUFACTURER'S ENGINEER. 14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE. KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHriECI URE I INTIJ DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ago BOB an au, o � BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills; EL 09/09/2015 NIV ``P1 �! U, 1 a I 0 4U ZZ '�1111ii1�� William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 BUILDING II FOURTH FLOOR FRAMING PLAN I + L - 1 -- 1' T111m'�+ Cn AT TOP OF MASONRY WALL PROVIDE A PT - x 6 PLATE. ATTACH PLATE TO TOP OF WALL W/ Ya"x 2Y" TAPCONS AT 16"O.C. STAGGERED NOTE 4 T.O. MAS. WALL EL.=5d —0 no] I H5 NOTE 3 NOTE 11 EL.=49 TE 3 STAIR TOWER W2 HIGH ROOF FRAMING SCALE: )16" = 1'-0" BUILDING I - ROOF FRAMING PLAN SCALE: 3/32" = V-0" N LINTEL OVER VENT, TYPICAL NOTE 4 TYPICAL HIGH ROOF FRAMING AT ELEVATOR SCALE: Xj6" = 1'-0" 15 S4.o2 GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:4o7.7oi.o875 LIC.#28863 Merman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 ROOF FRAMING PLAN NOTES: 1. TOP OF WOOD STUD WALL/ ROOF TRUSS BEARING, ELEVATION = 37'-6-", UNLESS NOTED OTHERWISE. 2. E _ _ � INDICATES WOOD STUD WALLS BELOW. SEE FRAMING PLANS FOR ADDITIONAL INFORMATION. 3. INDICATES STAIR TOWER 2 WOOD FRAMING ABOVE ROOF LINE. PROVIDE 2x6 STUDS AT 16" O.C. 4. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM CONSISTING OF A SINGLE KNOCK —OUT COURSE (8x8) AT TOP OF WALL. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT SOLID. 5. L—# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. 6. H—# INDICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL OPENINGS. SEE SCHEDULE ON SHEET S3.00. 7. INDICATES SPAN DIRECTION AND EXTEND OF PRE—ENGINEERED AND PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.C. SEE PLAN FOR ROOF LINES AND ROOF PITCHES. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES, FLAT CHORD AREAS, PITCHED ROOF AREAS AND PARAPET WALL HEIGHTS. WOOD ROOF TRUSSES SHALL HAVE PARAPET WALLS BUILT INTO THE TRUSS. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. — — INDICATES SPECIFIC PLACEMENT OF TRUSS, E.G. OVER SHEAR WALLS. 8. SHADED WALLS INDICATE SHEAR WALLS BELOW. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. AT TRUSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR WALL BELOW. 9. "GT" INDICATES ROOF GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE 10. CONNECT TRUSSES TO TOP OF STUD WALLS WITH SIMPSON H10A TIE EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. 11. PROVIDE 2x8 RAFTERS AT 1'-4" O.C. OVER STAIR TOWERS AND ELEVATOR TOWERS. PROVIDE A SIMPSON HU28 EACH END OF RAFTER TO MASONRY WALL. PROVIDE A SIMPSON H3 EACH END OF RAFTER TO TOP OF STAIR TOWER WALLS. E KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECT IJRE I INITERIGR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com one Dan oo° BUD o � ao BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/09/2015 (� i•, AS 0.70843� , OF ; 4'o A A e 44� !f! I tlp1Al 1 \\\��,� William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 BUILDING I ROOF FRAMING PLAN S4.51 GUTHERMA14 STRUCTURAL INC.I 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:407.7oi.o875 LIC.#28863 :�11 r I I! I i'� I L4 F �.: 01111111-0111- M", SCALE: 3/32" = 11-13" 01jutherman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 ROOF FRAMING PLAN NOTES: 1. TOP OF WOOD STUD WALL/ ROOF TRUSS BEARING, ELEVATION = 37'-6f4", UNLESS NOTED OTHERWISE. 2. C — � � INDICATES WOOD STUD WALLS BELOW. SEE FRAMING PLANS FOR DDI ATIONAL INFORMATION. 3. INDICATES STAIR TOWER 2 WOOD FRAMING ABOVE ROOF LINE. PROVIDE 2x6 STUDS AT 16" O.C. 4. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM CONSISTING OF A SINGLE KNOCK —OUT COURSE (8x8) AT TOP OF WALL. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT SOLID. 5. L—# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. 6. H—# INDICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL OPENINGS. SEE SCHEDULE ON SHEET S3.00. 7. INDICATES SPAN DIRECTION AND EXTEND OF PRE—ENGINEERED AND PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.C. SEE PLAN FOR ROOF LINES AND ROOF PITCHES. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES, FLAT CHORD AREAS, PITCHED ROOF AREAS AND PARAPET WALL HEIGHTS. WOOD ROOF TRUSSES SHALL HAVE PARAPET WALLS BUILT INTO THE TRUSS. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. — INDICATES SPECIFIC PLACEMENT OF TRUSS, E.G. OVER SHEAR WALLS. 8. SHADED WALLS INDICATE SHEAR WALLS BELOW. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. AT TRUSSES THAT RUN PERPENDICULAR TO SHEARWALLS. PROVIDE SOLID 2x BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR WALL BELOW. 9. "GT" INDICATES ROOF GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE 10. CONNECT TRUSSES TO TOP OF STUD WALLS WITH SIMPSON H1OA TIE EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. 11. PROVIDE 2x8 RAFTERS AT 1'-4" O.C. OVER STAIR TOWERS AND ELEVATOR TOWERS. PROVIDE A SIMPSON HU28 EACH END OF RAFTER TO MASONRY WALL, PROVIDE A SIMPSON H3 EACH END OF RAFTER TO TOP OF STAIR TOWER WALLS. 1 s. INTERIOR DESIGN, 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407:830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com D.U` N IL F I C I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 REM Zephyrhills, FL 09109/2015 William Thomas Domanski, P.E. FL. REG. #70543 "' REVISIONS:A SHEET EDITED BY: JG PROJECT NO. 14-2984 ROOF FRAMING PLAN SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES a: ... • l I'.. MAN Not Used rn i ai Cnn 1mm 1 /411 = 11_011 4n1 7 71011 Slab at Unit A3 Patios 1 /411= 11-01, 1 i'-4'' 9P_A 1 N 11_�IP � i IXIA&ZEru 1 /4" = 1 1—Ole 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 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 INDICATES DIRECTION INDICATES NO STEP IN SLAB x INDICATES LEVEL SLAB TO SLOPED SLAB 7717M��l INDICATES STEP IN SLAB W/ ELEVATIONS INDICATES INTERIOR BRG/SHEAR WALL COORDINATE W/ STRUCTURAL DWGS KEY PLAN ARCHITECTURE i,is DESIGN, 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ono nno nnn ano O 00 BE NEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 09/08/2015 SHEET REVISIONS: 03/211/5 1 Structural Revision ....... ....... EDITED BY: KG N r PROJECT NO. 14-2984 U Z Architectural Slab Plan '.i 11110M M SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES I U1 --t[L 1-1111 1 � "111 ��l 'I'll 9-millin� 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 0 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. - INDICATES DIRECTION INDICATES NO STEP IN SLAB �X/M/M/ X x//////////// INDICATES LEVEL SLAB TO SLOPED SLAB INDICATES STEP IN SLAB W/ ELEVATIONS EII61:11111 , UJIMUTIM11001j"01 • - E KEY PLAN ARCHITECTURE & �NTERICIR DESIGN, INC. TMIX -IqV 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 09/08/20115 Janies B. AR001, SET DISTRIBUTIONS: SHEET REVISIONS: 08/21/15 1 Structural Revision EDITED BY: KG PROJECT NO, 14-2984 Building 11 Architectural Slab Plan FLOOR PLAN DIMENSIONED TO FACE OF STUD, TYP. FOUNDATION PLAN DIMENSIONED TO EDGE OF CONC. SLAB, TYP. 00 Cn 0 LO N 11') O N 00 O rn 0 -o 0 111 n 4 11„ Clubhouse - Enlarged Restroom Slab Plan 1 /41' = 1'-0" 1 /4" = 1'-0" ® SHEET NOTES A REFER TO SHEET A1,03 FOR GENERAL NOTES i mill l � a a i a' �■ 1 C ARCHITECTURAL FORMING DIMENSIONS ONLY REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN, NOTES AND DETAILS 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 INDICATES DIRECTION INDICATES NO STEP IN SLAB x INDICATES LEVEL SLAB TO SLOPED SLAB INDICATES STEP IN SLAB W/ ELEVATIONS 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ® KEY PLAN 0 Z 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, FL 09/08/20 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Clubhouse Architectural Slab Plan a _L_I __I. _.I I 1 I:!'.-Ii:<..lI -LIul. LIII F' �.!: _. I_ I__ _.1.1 _ __.1__ Il i_Jil I_. 'LI. ! 1 1. �11>ul !.!17_-L_ 1. _ f.. 1 /4" ® 1 e-0" 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEE DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 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 WF-10 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E ALL CORRIDOR WALLS ARE WF-11 U.N.O. F REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9,21 FOR WINDOW SCHEDULES KEY NOTES 01 NOT USED 02 NOT USED 03 NOT USED 04 ALUMINUM GUTTERS - COLOR PER OWNER 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER LEGEND WALL INDICATES SPECIFIC °HALL TYPE PER CONSTRUCTION ASSEMBLY INDICATES INTERIOR BRG/SHEAR WALL COORDINATE W/ STRUCTURAL DWGS 3FORUME ARCHITECTURE & a INTERIOR DESIGN, INC. ,e PLANNING I ARCHrrECTUFtE I DES 0 745 orienta avenue, suite 1121 0 altamonte springs, fl 32701 c phone: 407.830.1400 .S fax: 407.830.4143 AA0002731 y www.forumarchitecture.com BEN"EFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 ;t James B. 11 W. ♦ , SHEET REVISIONS: 08/21/15 1 I Structural Revision 3 EDITED BY: KG u PROJECT NO. 14-2984 Building u First Floor Plan - -- I I- I I 00 11 00 N 0 Buildin Dr-r-r-D Tr, QW=T Ar. 14 j/04, = T-U 0 SHEET NOTES A REFER TO SHEET A1,03 FOR GENERAL NOTES REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES ALL EXTERIOR WALLS ARE WF-1 0 U.N.O. ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. ALL CORRIDOR WALLS ARE WF-1 1 U.N.O. REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES j KEY NOTES 1 NOT USED 2 NOT USED 3 NOT USED 4 ALUMINUM GUTTERS - COLOR PER OWNER 5 ALUMINUM DOWNSPOUT - COLOR PER OWNER LEGEND WALL INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY E KEY PLAN INDICATES INTERIOR BRG/SHEAR WALL COORDINATE W1 STRUCTURAL DWGS I f"I ARCHITECTURE & INTERIOR DESIGN, INC. PUMING I ARCHffEMRE I KMWRDESM 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchiteGture.com I I Zephyrhills, FL BE L MWIM"Im-w I I A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Building 11 First Floor Plan A5.12 0- l I If_ll' _1�91��"tfi� in Ln 0 ti 1 A7.01 1 A5.16 11'_1fl 4/91i 71_0" 7'-6" 6-2 3/41, 81_81, 1. i I � I 28'-7" F� I 9'-91/2" a ° 0 9'-1" 2 A5.17 O 112° 9'-11 1/2" 16-10112"1 ° `o KITCHENETTE _ II � a ! I LL- M I T -- I 2'�l0" 3'-9" �2'-1 11/2' ol - I j I JANITOR 10'-21 1'-10" i co CLUBROOM I I_ 5 41 /2" - 6-0" 3'-6" 9'-21/2" `0 0 MEN'S ° 0 A ° II -6 � l2 5'-61 /2" I 6'-1 1 o 1 � u•2 4 -9 CLASSROOM 5 i I_ -91 /2" 6 3 9 /2" 0 I WOMEN S o ° ° I 4 -81 f�jl BREEZEWAYEO aciD r N ^ M I 10, 11'-101/2" 5'-5 12" 0" 3'-7" 7'-4" Ile 8'-91/2" 8'-61/2" MANAGER'S OFFICE 12'-4" `= CLOSETF�z I I `� N 19`-81 /2" `� 16-1 1 /2" fV 20'-51 /2" �-=k1/2' M COMPUTER 16'-101 /2" r O CIA N V LOBBY N FITNESS I 0 CV � 4'-0" 61-0" 6'-0" 6'-0" 4' 11" � ED ' LEASING N I — M = M CO MAIL N 0 N Ilk 6'-21/2" 51 8" -U 6'-8" O 3,_6„ 3,_6" 6'-8" 771 4n i 92'-31 /2" I STRUCTURE AND ENCLOSING THE CORRIDORS Clubhouse - Dimension Plan 3/16" = 1'-4" SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES W.�Y PLAN FORUME ARCHITECTURE & INTERIOR DESIGN, INC. RMNiNG I ARCHUECTURE I INTEIRIM DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ummerset Apartments Zephyrhills, FL EDITED BY: JG PROJECT NO. 14-2984 i Clubhouse I I Dimension Plan A5.13 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 SHEETS A9.11, & A9.21, FOR DOOR & WINDOW SCHEDULES & DETAILS D ALL EXTERIOR WALLS TO BE WF-13, U.N.O. E ALL INTERIOR WALLS TO BE WF-3, U.N.O. F REFER TO I.D. DWGS. FOR CLUBHOUSE FINISHES ® KEY NOTES 01 KNOX BOX, VERIFY LOCATION WITH FIRE DEPARTMENT 02 (5)16" DEEP VINYL COATED WIRE SHELVES 03 MOP SINK, TILE T-0° HIGH AT MOP SINK 04 HIGH i LOW WATER COOLER 05 MIRROR WALL, REFER TO ID. PROVIDE BEVELED EDGE TRIM AT SEAMS 06 RENT DROP BOX 07 6" STUD WALL 06 AHU 09 WATER HEATER LEGEND INDICATES SPECIFIC WALL TYPE. e- REFER TO SHEETS A1.04 & A1.05 FOR WALL ASSEMBLIES 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 ono nnn no nnn 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: JG PROJECT, •8 i I --- --L- t I I I I I ; w111 'I;LIJ I -- -- - I L I CD O LO N 0 N rb O 0 O z z COMPUTER 15 112 0 MAIL & & 114 � 12'-0" iNiFICANT REVISIONS HAVE BEEN MADE TO Tt rrr �r rr rn re it ni rn nrnr Tn n rnrnnn rnneer 31 i 16,r ® V-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 F REFER TO I.Q. DWGS. FOR CLUBHOUSE FINISHES KEY NOTES 01 NOT USED 02 2206, LOCKABLE ATTIC ACCESS PANEL 03 NOT USED LEGEND RECESSED FIXTURE -- PENDANT FIXTURE -�} SURFACE MOUNTED FIXTURE, - WALL MOUNTED FIXTURE CEILING FAN FLUORESCENT FIXTURE COVE ROPE LIGHTING 14 WALL SCONCES a ARCHITECTURE INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN c rn N 745 orienta avenue, suite 1121 `o altamonte springs, fl 32701 .L 2 phone: 407.830.1400 fax: 407.830.4143 26 AA0002731 www.forumarchitecture.com nnn BOB Dun ono o anNEY 00 I IA COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 SHEET REVISIONS: EDITED BY: KG u PROJECT NO. 14-2984 9 Clubhouse 3 C J L i u Reflected Ceding Plan C u A5.15 '21 -- - - 1I1 _ II :1 _LL _ _ lilll en's Restroom Elevation Women's Restroom Elevation N I N co O 0 3/8i" = 1 "-0"" � t�"i ANT REVISIONS HAVE SEEN MADE TO THIS UE TO THE CHANGE TO A WOOD FRAME URE AND ENCLOSING THE CORRIDORS 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 F REFER TO I.D. DWGS. FOR CLUBHOUSE FINISHES ® KEY NOTES 01 60°" 0 CLEAR FLOOR SPACE 02 30"x48" CLEAR FLOOR SPACE 03 59"660" 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 8 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: (10) MODEL 4CADD-10. 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 31 FINISHED END CABINET 32 4" WIDE, 1 1/2" THICK CEMENT PLASTER TRIM BAND fl c 0 Z �.. ►E: L :.:. �rt�L. cl ilia: �� �T�:.,eT:. 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 ZephYrhilis, FL . •-V.: _ 0.,t.7 G. C,� • AR 11 4 � Ate_ .... ••�.�+ James B SET Q SHEET REVISIONS: 08/21/15 1 Structural Revision EDITED BY: KG PROJECT NO. Clubhouse 14-2984 a- SHEET MOTES N I I N U) rn N 0 N 00 0 0 -o 0 a N N M 5 A5.17 B W3642 W3942 W3942 W3942 W3942 O V-0" T-6 7/8" 1'-0" 3'-7" 1'-0" 5'-17/8" 1'-0" 16-3 3/4" CV v V N 0 CM 6" CLEARANCE J ail Elevation TYp. I- 0 0 0 t N CN 'I ' R.0 4R MANUFACTURER REQUIREMENTS A 3 A5.17 N-9 B or R.0 PER MANUFACTURER REQUIREMENTS J AW�ji O rz --------------- T-71/2" T 8" , 3/8" = 1'-011 3/811 e 1 1 -05p 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 F REFER TO I.D. DWGS. FOR CLUBHOUSE FINISHES KEY NOTES 01 60" 0 CLEAR FLOOR SPACE 02 30"x48" CLEAR FLOOR SPACE 03 59N60" 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 `-,CATER 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: (10) MODEL 4CADD-10. 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 31 FINISHED END CABINET 32 4" WIDE, 1 1/2" THICK CEMENT PLASTER TRIM BAND 1 SIGNIFICANT T REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAM, E STRUCTURE AND ENCLOSING THE CORRIDORS FORUM■ 745 orienta avenue, suite 1121 aftamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Dun °p° p°° °°° 0 Do B ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/08/2015n P. . !R.1�11 • • r U o SET DIS IBUTI NS: a --' -..._ Bid P_..-fit_Set 05/081115_ ...._------------------- U a L � J 0 c 0 a _. _ W_..._ ___. ....._. _....__. __.._. N 2 _ .............. ........... .._............ ...... ..... ......... ................ ... .................. c _ _ _____,.._._..._. m SHEET REVISIONS: 08/21/15 1 S. -......... ............ ... ..... .. ......... U N t U Q E 7 2 0 LL 0 a O a m 0 c N c 0 U L N c EDITED BY: KG (V r PROJECT NO. 14-2984 1 ! LAMLIL IC 1 A' �L_ _ --1'_ ! - - III I III- I i 11 I11101._ 1I ILh Tfl 1 E I I i - I PAPER TOWEL TOILET PAPER DISPENSER & WASTE DISPENSER RECEPTACLE Accessory Mountino Heiahts ® +tea PP- ENVIROMENTAL ELECTRICAL LIGHT CONTROLS OUTLETS SWITCHES co P - z FINISHED FL00 FHA Controls With No Obstructions Detail �'!� Dimensions to Finished Surface 1/2" = 1'-0" s C Kitchen Sink Requirements 1/2" = 1'-0" 1/2" = 1'-011 co co FIN. FLR. -% � v"'" """ OR OUTLET CONTROL OR OUTLET OR OUTLET cffi� STANDARD 24" z DEEP CABINET 251/2" MAX O 0" - 20" 20" - 25-1/2" COUNTERTOP U 251/2"MAX x C�UNTERTO� COUNTERTOP M COUNTERTOP — — I < STANDARD 24" '� i- 5 DEEP CABINET ? MIN 30" WIDE z MIN 30" WIDE FHA C CONTROL CLEAR CLEAR OR OUTLET I N rl- KNEE SPACE KNEE SPACE I FIN. FLR. sk FIN. FLR. SECTION PLAN SECTION SECTION SIDE REACH OVER AN OBSTRUCTION FORWARD REACH OVER AN OBSTRUCTION ontrols Over Obstructions Detail Dimensions to Finished Surface G12-illtTll:\I 8" MIN. KNEE CLEARANCE r� I � I T xx I 17" �� 11" MIN. KNEE CLEARANCE @ 9" ABOVE FLOOR WATER FOUNTAIN Water Cooler ADA Requirements provide solid 2x or sheet metal blocking to resist a structural load of 250 Ibf per FBC 11-4.26.3 1/2" = 1'-011 0 M i-I-MATER CLOSET URINAL provide solid 2x or sheet metal blocking to resist a structural load of 250 Ibf per FBC 11-4.26.3 15" IN. CL � a � d C M r LAVATORY I,=AMANGX UCr I rI 47" RAIRI 6" MAX. TOE IviAn. CLEARANCE LAVATORY CLEARANCE provide solid 2x or sheet metal blocking to resist a structural load of 250 Ibf per FBC 11-4.26.3 1/2" = 11-0" 1/2" = 1 °-0" 0 M 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 a r t a gI FORUME ARCHITECTURE & on- 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL i COMMUNITIES i 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 EDITED BY: KG PROJECT NO. 14-2984 i Clubhouse ) 1 I Interior levations & Accessibility Details A-61i a 18 ) i d DCCCD Tn OUCCT AC)) 9001_R" co 11 to LO ti 0 N O 0 E 1 /448 = 1 1-011 1 SIGNIFICANT REViSiONS HAVE�BEENADE TO T HIS SHEETDuE TO Ti LCIIIANGE TO A WOME STRUC T ! ARE AND ENCLOSING THE CORRIDORS 3/32" = 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 EXTERIOR WALLS ARE WF-10 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E ALL CORRIDOR WALLS ARE WF-11 U.N.O. F REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET • j..21 ' WINDOW SCHEDULES NOTESE KEY 01 NOT USED 02 NOT USED i R PER OWNER LEGEND waLL INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY KEY PLAN • V 11111MVIIIi IN 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 Al • Zephyrhills, FL 09/04/2015 SHEET REVISIONS: EDITED BY: KG r PROJECT NO. 14-2984 U Z i 1 • A5.21 OCCCO Tn OUCCT Ar 94 9193911111131im 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 WF-10 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E ALL CORRIDOR WALLS ARE WF-1 I U.N.O. F REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES 0 KEY NOTES 01 NOT USED 02 NOT USED 03 NOT USED 04 ALUMINUM GUTTERS - COLOR PER OWNER 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER LEGEND INDICATES SPECIFIC WALL TY PE PER CONSTRUCTION ASSEMBLY $aCKX%XM= INDICATES INTERIOR BRG/SHEAR WALL COORDINATE W/ STRUCTURAL DWGS ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I KrERK)R DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com -T-% -T--j AL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Surnmerset Apartments Zephyrhills, FL 09/04/2015 A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Building 11 Second Floor Plan i -All W-6ul Mk Q. 11 1 � u!11HL1' 11_11 11 jj n ,ru t --11 I _ I I_ �_i�_i- nos . i mn In i '� � - - - - - - - -- 1_ _ ^ L i I I I I J III M i I - - - IF I I '°__ LA111 _I - �H co N 11 N (6 U Cn 0 LO I- 0 N Nr 0 0 0 0 a 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Buildin I -Third FI®�r Plan 1 3/32" = 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 EXTERIOR WALLS ARE WF-10 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E ALL CORRIDOR WALLS ARE WF-11 U.N.O. F REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES KEY NOTES 01 NOT USED 02 NOT USED 03 NOT USED 04 ALUMINUM GUTTERS - COLOR PER OWNER 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER LEGEND WALL INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY KEY FLAN ff--"j L Vj �'� I 11 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I YdTE WRDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BEEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 09/04/2015 A SHEET REVISIONS: EDITED BY: KG A5.31 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES AIM n A 1.11 PCCCR Tr) QWI:C T Ar Q4 CD N II N CD N U) 0 N O 0 3 REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES ALL EXTERIOR WALLS ARE WF-10 U.N.O. ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. ALL CORRIDOR WALLS ARE WF-11 U.N.O. REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES KEY NOTES )1 NOT USED )2 NOT USED )3 NOT USED )4 ALUMINUM GUTTERS - COLOR PER OWNER LEGENDf,5 AL111,11INUM DOWNSPOUT - COLOR PER OWNER WALL INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY INDICATES INTERIOR BRG/SHEAR WALL COORDINATE W/ STRUCTURAL DWGS 0 Z 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 op0 BUD a 00 0 0 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 09/04/2015 A SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Building II Third Floor Plan A5.32 M SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES co N I co Buildinq I - Fourth Floor Plan nnCl An 1 SIGNIFICANT REVISIONS HAVE BEEN MANE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 3/32" = 1 "-0" S REFER TO SHEETS A1.04 & Al .05 FOR ALL CONSTRUCTION ASSEMBLIES C ALL EXTERIOR WALLS ARE WF-10 U.N.O. D ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. E ALL CORRIDOR WALLS ARE WF-11 U.N.O. F REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES ® KEY NOTES 01 NOT USED 02 NOT USED 03 NOT USED 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER LEGEND WALL INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY KEY PLAN •!ND ARCHITECTURE & INTERIOR DESIGN, INC. RMNilve I ARCHrM=RE I WTERMDEMN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 000 000 nay ao o � ao BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 r ES B '•9� ' A 4 ;c ., SET DISTRIVJTIONS: 0 SHEET REVISIONS: U m EDITED BY: KG N r PROJECT NO. 14-2984 v z z Building 1 w 0 0 w Z ad Fourth Floor Plan w D w I� a SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES .— n .-11 DCCCD Tf! QWCCT hC 41 L 7 3 REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES ALL EXTERIOR WALLS ARE WF-10 U.N.O. ) ALL INTERIOR WALLS WITHIN UNITS ARE WF-3 U.N.O. ALL CORRIDOR WALLS ARE WF-11 U.N.O. REFER TO SHEET A9.11 FOR DOOR SCHEDULES & SHEET A9.21 FOR WINDOW SCHEDULES KEY NOTES NOT USED )2 NOT USED )3 NOT USED )4 ALUMINUM GUTTERS - COLOR PER OWNER )5 ALUMINUM DOWNSPOUT - COLOR PER OWNER LEGEND WALL INDICATES SPECIFIC WALL TYPE PER CONSTRUCTION ASSEMBLY KEY PLAN INDICATES INTERIOR BRG/SHEAR WALL COORDINATE Wl STRUCTURAL DWGS 0 Z L�1�1 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 a a ENTEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 SET DI SHEET REVISIONS: 08/21/15 1 Structural Revision . .........._ .. ........... ............ .......... ..... ..... EDITED BY: KG PROJECT NO. 14-2984 Fourth Floor Plan 1 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 ARCHITECTURE & co N II N Cn LO LO ti 0 N O 0) 0 -o 0 1 SIG:TOTHE T REVISIONS HAVE BEEN MADE TO THIS SHEE DUCHANGE TO A WOOD FRAME STRUCTUREANSING THE CORRIDORS 3/32" v 1'-0., 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 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 LEGEND KEY PLAN 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. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Building Ws --Lj '..ILL 1 II !I. I SHEET NOTES I U) L0 L0 CD N O a Building II - Roof Plan 3/32" = 1'-0" 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 ® 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 LEGEND KEY PLAN DRAFTSTOPPING PER ASSEMBLY ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I NMRIORDESIGN 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 09/04/2015 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Building II Roof Plan A5.52 1 BUILDING TYPE: CH ATTIC SPACE: B BUILDING TYPE: CH ATTIC SPACE: A SHEET NOTES • - 20; ' 0111 REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 2,308 SF Attic area (Including Soffit): NFA reqd (Attic Area / 300): 7.69 SF NFA reqd (Attic Area / 300): Total reqd ventilation area in SI (Net Free Area X 144): 1107 SI Total reqd ventilation area in SI (Net Free Area X 144): Upper portion reqd (Total Reqd Vent Area X 50%): 553 SI Upper portion reqd (Total Reqd Vent Area X 50%): Lower portion reqd (Total Reqd Vent Area - Upper Portion): 553 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER ( 1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI ( 0) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = ( 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: 558 SI Total Provided: PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER MFR: Mastic Model: Pro -Select Vinyl Double 5" MFR: Mastic Model Pro -Select Vinyl Double 5" Total soffit material to be used: 186.00 SF Total soffit material to be used: NFA of soffit material per LF: 7.53 / SF NFA of soffit material per LF: Total provided: 1,400.58 SI Total provided: 2x BLOCKING AROUND PERIMETER OF OPENING _-_-_---- A _---- SPRING HINGE WOODSHENG _ II / I ; DRAFTSTOP DOOR Draftstop Door Detail 2,346 SF 7.82 SF 1126 SI 563 SI 563 SI 0 SI 630 SI 630 SI 191.00 SF 7.53 / SF 1,438.23 SI ROOF TRUSS DRAFTSTOPPING PROVIDE LATCH FOR DRAFTSTOP DOOR 1-1 /2" = V-0" TIFICANTREVISIONS HAVE BEEN MADE TO THIS SHEET TO THE CHANGE TO A WOOD FRAME STRUCTUREENCLOSING THE CORRIDORS 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-D-D-D- CONTINUOUS DRAFTSTOPPING Q===D DOWNSPOUT 2206 LOCKABLE ATTIC ACCESS PANEL L ' OFF -RIDGE VENT ® ATTIC VENTILATION KEY ® KEY PLAN FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altarnonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com lji6 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhiils, FL 09/08/2015 A SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 Clubhouse Roof Plan A5,53 SHEET NOTES l 00 I C/) LO LO ti 0 N 0 0 0 Unit Al Note Plan 314" -\ r 4" 0 0 R ui 0 60 N N b M co W1 8 3/4" 1,c1 1/8" 5'-10 7/8" 1, 12'-0" BEDROOM 11'-3" x 13'-8" N LIVING ROOM - 12'-6" x 15'-9" T-0" 7/8" 5-4 314" 3'-71/4"1 1, 5'4" 4'-1" _ W.I.C. v i LAUNfJRY M KITCHEN M tp ice( 8'-10" x 11'-1" ti / 1 7 1 2112" % f T-0 5/8" T-51/4" ' 10 '-11 314" T-0114",;, I 2-1 1I2- 6 8 _ x13'5" N LIN.EN CR. _ 1 1/8" 24'-11 118" (C.L. TO C.L.) 11 1 118 NEXT TO UNITS B1 & NEXT TO UNITS B2 & B4-UFAS B5-UFAS Unit Al Dimension Plan 13'-0 7/8" 25'-0" (C.L. TO O.S.) 1 /4" = 11-0" C? 24'-11 118" (C.L. TO C.L. 1 1/8" NEXT TO UNITC1 1 /4" = 1'-0" 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 2x6 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 I'CEMAKER) 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 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area Al 708 0 708 Lil'Q :111 il�i � ARCHITECTURE & INTERIOR DESIGN, ARCHMECTURE I NMWRDEMN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 204 Ono n BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 09/04/2015 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 o o i i ) ) s Unit Al Plans i : rm" Te�* of a- - _ _ __. - _i. - 1 _ - - __-.. _ _ i. L_ 1 _-— _ u c c v C d 5c co co I Ow, NZ -9, N T . ' 314" --� r 1 1l8" A rn r%" 1 /4" = 11 -0" 1 /411 = 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 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 2x6 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 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 WI 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) 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 FE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area A2-UFAS 708 0 708 3FORUME m a ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INrrSWRDIESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com aau aaa as as 0 0 as BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL Q SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit A2-UFAS Plans A5,61 .41 1. REFER TOSHEET A5.91 R FINISH SCHEDULE *-. ADDITIONAL PLAN JIB co u ai U c 14, LO r LIi O N O 0) O _0 a- Unit A3 Note Plan DimensionUnit A3 Plan OlAl- 1 /4" = 1 1-0"" REFER TO SHEETS p & A5.91 1 R ACCESSIBILITY CLEAR FLOOR SPACE • C REFER TO SHEET A9.11 FOR DOOR & A921 FOR WIND D EXPOSED END CABINET AND PANELS TO BE FINISHED TO MATCH CABINET FRONTS E ALL INTERIOR WALLS TO BE WF-3 UNO NOTES KEY INTERIOR D 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 22 WASHER BOX 23 DRYER VENT R • 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND ADJUSTABLE D . BAR 26 PIPE PROTECTION PANEL TO MATCH CABINETS 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE SHELVING W/ HANGING ROD S R A .. 1 .. MOUNTINGFIRE EXTINGUISHER W/ BRACKET IN KITCHEN CABINET REFER TO GENERAL ON 1 S€GN?F€CANT RE�1'sSI=BEENMADE TH€SHEET DUE TO THE ESTR CTi�R� AND EN _ *• .rr„ Unit Name Unit Areas in SF * • A i'SF ARCHITECTURE & INTERIOR '• DESIGN, is 745 orienta avenue, suite 1121 a€tamonte springs, f€ 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 vAm.foru nnarchitecture.com Q SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 —A - - - Illl!All' q r d c co 11 cn Unit B1 Note Plan It 6-4" 1364" (O.S. TO C.L.) E2 C 3RD & 4TH FLOORS W1 W2 ER TO 3 PLANS & kTIONS N LOCATIONS END UNIT NEXT TO BREEZEWAY c c n 1 /4" = 1'-0" SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & i DETAILS REFER t93 & A5.91 FOR ACCESSIBILITY SPACECLEAR FLOOR REFER - y TO SHEET C i.11 FOR DOOR & i i.21 r WINDOW SCHEDULES D EXPOSED f CABINET MATCHTO CABINET ALL WALLS BE KEY NOTES 01 2x6 INTERIOR STUD WALL 02 RECESSED MEDICINE CABINET 03 24" TOWEL BAR @ 42" A.F.F. 04 SHOWER CURTAIN ROD 05 P.L. COUNTERTOP W1 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 LAVA T ORY 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 H 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" T019" A.F.F. E LEGEND FIRE EXTINGUISHER Wl MOUNTING BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 t=CHANGE VE BEEN MADE TO THiE TO A WOOQ FRAMENG THE CORRIDCRS Unit Areas in SF UnitName - i Zephyrhills, FL 09/04/2015 eSHEET REVISIONS: — EDITED BY: PROJECT NO. 14-2984 ci z a SHEET NOTES - -1-- _ I I I I co 11 It LO ti 0 N O O 0 6'-4" 36'4" (O.S. TO C.L.) END UNIT NEXT TO BREEZEWAY n 4 _ [ 1 6-2 7/8" NEXT TO UNIT Al 4 4IOn iw. W1 5 1 /411 = 1 `-0g® 4 3/4" 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 BEY NOTES 01 2x6 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 FOE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Unit Areas in SF Total Unit Area Unit Nape I 'C Area Non -A/C Area in SF B2 1 1040 60 1100 745 orienta avenue, suite 1121 altamonte springs, fl 32701 ' phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Zephyrhills, FL 09/04/2015®-1 ®&� James B. 0 MIN Bid_7S.et SHEET REVISIONS: PROJECT NO. 14-2984 Unit B2 Plans a- 0 co u ai m 0 cn LO r, - T 0 N It 0 0 a 0 6'-4" 36'-4" (O.S. TO C.L.) Unit B3 Note Plan END UNIT NEXT TO BREEZEWAY Unit B3 Dimension Plan W2 441 On 4,2. A" 11'_Rn =R TO 3 PLANS & NTIONS N LOCATIONS 1 /4" = 1 —0" in 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 2x6 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. FIRE EXTINGUISHER Wl MOUNTING FOE BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area B3 1075 0 1075 1 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHffEEC11JRE I 745 orienta avenue, suite 1121 aitamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com •- . Zephyrhills, FL EDITED BY: PROJECT NO. 14-2984 I a- 11, !1 1IN I 1 11111 111l 111 t q1 � , 11, N'll 11 1 1 1 1 Lll 11 I -Lull 11.11]L t ' _L1 f __L_ 1 L 11-111P M-11LI ' 1 _L I _ __ L SHEET NOTES :.......:... ......ka:�:sv21. ..:�4�'i�i3vaiaiw',.'� :+.. ^m ::Ai . .. 3ia �,d `�•�-,4 i4. .�.4if�.,1: �f�'. cr) T O CV 00 CD ai CD 0 I I Unit B4-UFAS Note Plan 1 /4" = 1'-0" V -L I /0 1 1 -o41 LO W� d BEDROOM 2 - 11'-1" x 11'-6" °° N LIVING ROOM 12'-2" x 19'-5" M. BEDROOM 11'-5" x 12'-2" W.I.C. o� N 0 M 6-0" x 3'-6" u5 6'-71/2" 5' 1'114 12-4 518 '" 6'-1 3/4" 3'-9 518" ' 2-1" o o _ p ccn \ co co ED N ' \ 3'-107/8" 2, -1/8" 2' 1 51 ' 3-13/8" ---2-4'- 4'-1 1/8 3'- 5/$" 2'-81/2" N / j --� T LLIN -- co N II W.I.C. L 1 5'-10" x 64" BATH 2 i KITCHEN `� 11'-0" x s' 6" o M. BATH LAU DRY -' o--. I 2' 5" 3' 2 718" (I 12' 9" !I 10'-9112" 6-2 518" _ 2'-9" I 5'LO -7 3/4" T-9" x 11'-4" ao 50 C4 17 -L - �II I _ ' �k _ 22'-5 3/8" 13'-8 3/8" If 36-1 314" (O.S. TO O.S.) i 1 1/8" 36'4" (C.L. TO C.L.) 1 1/8" 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 2x6 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)1Z' 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 tFICANT REVISIONS HAVE BEEN MADETO THI T DUE TO THE CHANGE TO A WOOD FRAME CTURE AND ENCLOSING THE CORRIDORS FORUME a e ARCHITECTURE & a INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INI SWROMM 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ago ago an no o' BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 09/08/2015 James B. Blac AR0011 24 SET DISTRIB ONS: 05/08/15 Bid & Permit Set A SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 I i i I Unit 134-UFAS Plans I i I rev �1Lli�ilQi�Y Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area B4-UFAS 1040 0 1040 A5.66 SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS FORUME ARCHITECTURE & Unit 135-UFAS Note Plan f v a� cn T e T Q N 0 0 v 0 314" 1 /4" — 1'-0" 1 118" o -o U-U V-„ ID 4 — BALCONY 11'-3" x 5'-4" o `Y' N BEDROOM 2 J 1 V-1" x 11'-6" I - °° I N LIVING ROOM j 12'-2" x 19'-5" M. BEDROOM N 1 V-5" x 12'-2- 9 6'-0" x T-6" cri = 6'-71/2" 5'- 14" 12'-4 518" 5'-9 314" 3'-9 5/8" 2'-1 112" P Ui T-10 718" 2'-5118" 518" T-1 318' 2'-11 118" 2'-71I4" 4'-1 118" \ / 2'41 10 I� LIN.��. I LIN. v o t_x5 co / �LLN. r-71 CO PAN. T 5 BATH 2 ; KITCHEN °O T-11" x 9,_7" c �� 10'-2" x 9'-6" o U N RY .� o— UF2 2'-5" 3'-2 718' j 2' 9" 1 10'-9112" 5'-1" ' 9" I 6-7 3l4" L �— (� i TM. ATH �° -9 1V-5" I o 22'-5 3i8" 13-8 3l8" 36'-1 3/4" (O.S. TO O.S.) AV 1 118" 36'-4" (C.L. TO C.L.) 1 118" -o 1/4" 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 KEY NOTES 01 2x6 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 [Elfi�ll 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 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area B5-U FAS 1040 60 1100 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 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 09/08/2015 A SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit 135-UFAS Plans A5.67 a i i u •. . � i _ __L _�I. I.. J I _ _ I. 1 I .'�I.• u e f In w 1 1' _ _ _ ___ --_ 1 _ Unit B6-UFAS Note Plan OI nw 1 /4„ = 1'-0" C '710" /-1 118" V-L!/O 11-IV olV- V01 LIP J _ I o I V V BEDROOM 2 I 11'-1" x 1 V-6" I � I N LIVING ROOM 12'-2" x 22'-2" M.BEDROOM �= LV 11'-5" x 12'-2" W.I.C. o I 6'-0" x 3'-6" 0 o 6-7 1/2" 5'-1 114 12'-4 5/8" 6'-1 3/4" 3'-9 518" 2'-1" o o 5/8" 3'-1 3/8" 2'-11 1/8" 2'-10 7/8" 3'-91/2" \ j o cq 2'-1 3'-1015116" 2'-1 1/2" NI `n _ LINE LIN.— — I VY.I.C. N — o °° o — —� PAN. LO 5'-4j' x 5'-10" - - - - °° u ° BATH 2 � - KITCHEN I ° T-11" x 9'-7" ' 10'-2" x 9'-6" \ UN RY2'-5" 3'-27l8" MZ-�o 10'-91 /2" 5'-2 5/8" 2'-9" 5'-7 3/4" - - -- - _ N -- -- / / BATH - 1Ix114' o O - _� 22'-5 3/8" 13'-8 3/8" 36'-13/4" (O.S. TO O.S.) 6"3C.LTO'-4C 1 1l8" 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 2x6 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 WATERLINE 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. r 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 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 3FO UME m 2 ARCHITECTURE & a INTERIOR DESIGN, INC. `. PLANNING I MCHITWnM I IM'ERIOR 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 Q SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit 136-UFAS Plans a- Unit B6-UFAS Dimension Plan 1 /4" = 1 °-0" Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area B6-U FAS 1075 0 1075 A5.68 IS SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS 1 U. C C H Cr C c EN r: 00 ai U co 0 ti 0 N V O 0 0 a Unit C1 Note Plan /N An n' A" Ai All A' 0" r' A" 28'-10" 46'-8" (O.S. TO O.S.) 1 T-10" 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 • 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 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 13 ENERGY STAR RANGE 14 DUCTLESS RANGE HOOD 15 ENERGY STAR DISHWASHER 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 ■ 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE AT REFRIGERATOR FOR ICEMAKER) Cf���7.�Y�a�L� ��i:I•)�I s nI l i • • I 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 ■ 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 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO T Ht SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Unit Areas to SF Total Unit Area UnitName in SF A/C Area -A/C Area C1 1252 60 1312 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 o � """EFICIAL DhiN 00 COMMUNI'TIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhllls, FL SHEET REVISIONS: 081211/5 1 Structural Revision ................ _ _ .. .. EDITED BY: PROJECT NO. 14-2984 SHEET NOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE & ADDITIONAL UNIT PLAN DETAILS ARCHITECTURE & Unit C2-UFAS Note Plan 71'4' - N 1 /4" = 1'-0" N N CV no 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 KEY NOTES 01 2x6 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 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 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 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Unit Name Unit Areas in SF Total Unit Area in SF A/C Area Non -A/C Area C2-UFAS 1252 60 1312 INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTMM DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ooa ouo an no a � ao BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, n 34239 SUmmerset Apartments Zephyrhills, FL 09/08/20 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Unit C2-UFAS Plans A5.70 CV co I N Cn M in ti O N O 0 0 W2430 W2430 W3021 W1830 W3015 ' HOOD �018cf REFRIG M M WORKSPACE RANGE /-OPEN-/ B15 B18 E Unit C2-UFAS Kitchen Interior Elevations ' U Unit 134-U FAS Kitchen Interior Elevations 3/8" = 1'-0" Unit 135-UFAS, & 136-UFAS Similar 3/8" = 1'-0" O Jnit A2-UFAS Kitchen Interior Elevations 101 3/8" = 1'-0" O - u Unit C 1 Kitchen Interior Elevations E Unit 131 Kitchen Interior Elevations Unit B2, & 133 Similar 0 "q Unit Al Kitchen Interior Elevations b6U t53u O U V 3/8" = 1'-0" 3/8" = 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 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 2x6 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. FIRE EXTINGUISHER W/ MOUNTING F� BRACKET IN KITCHEN CABINET REFER TO GENERAL NOTES ON SHEET A1.03 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BOB nno 090 on o ❑ no -1)"ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL Ilwag- 09/04/2015 0 SHEET REVISIONS: 08/21/15 ' 1 Structural Revision EDITED BY: KG PROJECT NO. 14-2984 Apartments Unit Interior Elevations - Kitchens SHEET MOTES A REFER TO SHEET A5.91 FOR FINISH SCHEDULE ADDITIONAL UNIT PLAN DETAILS FORUM�=� B REFER TO SHEETS A5.93 & A5.91 FOR ACCESSIBILITY o ARCHITECTURE & CLEAR FLOOR SPACE 0. 24 INTERIOR DESIGN, INC. 24 2 C REFER TO SHEET A9,11 FOR DOOR & A911 FOR C MANNi NG A5.92 WINDOW SCHEDULES004 24 .2 I I D EXPOSED END CABINET AND PANELS TO BE FINISHED a 745 orienta avenue, suite 1121 ! i ; TO MATCH CABINET FRONTS ° altamonte springs, fl 32701 phone: 407.830.1400 02 03 I I I / �'i E ALL INTERIOR WALLS TO BE WF-3 UNO fax: 407.830.4143 19 2 29 I I' 19 I I j AA0002731 A5.92 L9 �I www.forumarchitecture.com 05 �/ 29 291 29 KEY I�®TES i 01 2x6 INTERIOR STUD WALL ` 28 E 02 RECESSED MEDICINE CABINET 09 ; 09 _ �� u o a n ® p 03 24 1 OEL BAR 42 A.F.F. can ® e a � L a---,' 04 SHOWER CURTAIN ROD o no 08 — — 0 DB15 05 P.L. COUNTERTOP W/ MATCHING 4" BACKSPLASH/ m 15" M1N• 26 10 15' MIN. 08 SIDESPLASH •L 0 0 o BENEFICIAL O 06 LIGHT ABOVE MIRROR N N COMMUNITIES Unit C2-UFAS Master Bathroom Interior Elevations Unit B4-UFAS Master BathroomInteriorElevations07 36"HIGH MIRROR, WIDTH TO MATCH VANITY 3550s.Tamt�mtaiisrte3OlSarasota,FL34239 11 = 1 11 F 11 = R 1 O 3/8 1 -0 Unit B5-UFAS, & B6-UFAS Similar 3/8 1 -0' 03 TOILET PAPER HOLDER Y 3 09 ONE-PIECE FIBERGLASS TUB/SHOWER SURROUND P 3 10 SKIRT PANEL TO MATCH CABINETS r` 0 E 11 DBL BOWL KITCHEN SINK W/ DISPOSAL 0 12 ENERGY STAR REFRIGERATOR (PROVIDE WATER LINE 0 I I 04 Summerset AT REFRIGERATOR FOR ICEMAKER) os i 13 ENERGY STAR RANGE 4, Apartments 14 DUCTLESS RANGE HOOD 07 `"- 04 oz z 15 ENERGY STAR DISHWASHER E 19 A5.92 I o2 // 03 j' 03 16 12`° DEEP VINYL COATED WIRE SHELVING W/ HANGING N "�24" MIN./ o ZephyrhillS, FL 29 29i ROD •N 29 17 16" DEEP VINYL COATED WIRE SHELF 09/04/2015 � oe o9 28 F q) __,- �� 16 (5)16" DEEP VINYL COATED WIRE SHELVES SPACED C° j 1 09 EQUALLY a -,.... a I (� cli �' I� 19 LAVATORY INSULATE ANY EXPOSED HOT WATER ® ® PIPES, & TRAPS. LAV. SHALL. BE FREE OF SHARP Q DB15 — Lj VSB36 OBSTRUCTIONS BENEATH SINK i 15"MIN. 26 10 OA 20 ACCESSIBLE ENERGY STAR RANGE W/ 3 A 1224 FRONT -MOUNTED CONTROLS 21 ACCESSIBLE REFRIGERATOR (PROVIDE WATER LINE + Unit 2—U Bathroom Interior Elevations 7 Unit C2—UFAS Bathroom Interior ElevationsAT REFRIGERATOR FOR ICEMAKER) 0 3/8" = 1'-0" r 3/806 -- 11-001 22 WASHER BOX 0 James AROOS S 4 k 0 111111 23 DRYER VENT BOX o SET D RI TIONS: a 24 HAND HELD SHOWER W/ 60" MIN LONG HOSE, AND 2 _05108/15 _1 Bid & Permit Set ___ _ . ADJUSTABLE SLIDE BAR 0 25 ONE PIECE BACKSPLASH TO LATCH COUNTERTOP y WITH 4" TO 6" TRANSITION o A 06 26 PIPE PROTECTION PANEL TO MATCH CABINETS o _ _ 02 27 (2)12" DEEP VINYL COATED ADJUSTABLE WIRE 06 SHELVING Wl HANGING ROD ___ __._.______.__.._.. - .. __---- 04 04 07 02_-- 03 1s _ — ` — 26 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND ...._ ..._... .. . 07 05 07 NOT SLIP DURING USE IN TO BE PROVIDED FOR 19 // Q3�. \\ 02 I 05 EVERY UFA5 UNIT. __ �� 03 24 ML • . 19 � � 03 � � � \\ � � 29 GRAB BAR 05 24' MIN. 08 24"MIN. ' L 08 08 30 FILLER '---' j1 a SHEET REVISIONS: p - 31 WATER CLOSET TOP OF SEAT AT 17" TO 19" A.F.F. e 08124(15 1 Structural Revision _. _ . nl 09 09 , CO �. _ «< _ LEGEND MOUNTING 30 FIRE EXTINGUISHER W/ a - _ .. _._.. .............. _.____....____.-__. _ VSB36 ------ E S E BRACKET IN KITCHENr CABINET REFER DB12 VSB36 30 VSB39 I TO GENERAL NOTES ON SHEET A1.03 LL A B C O O A O e �l _.__ ................ a Unit C1 Bathroom 2 Interior Elevations Unit 1 Bathroom 2 Interior Elevations Unit A Bathroom Interior Elevations -_ 6 m --- -- _-. 3/8" = 1'-0°' Unit S2, B3, B4-UFAS, B5-UFAS & B6-UFAS Similar 3/8" = 1'-0" 3/8" = 1°-0" .... __ .............. 006 m N 02 06 04 06 04 04 ---—_—_---------------- 07 ---_ _--- "0 EDITED BY: KG 02 PROJECT NO. 14-2984 07 19 a 02 / 19 05 05 \ z Apartments 24 MIN. 24 MIN. U 05 30 08 w 08 p, N M ul N � M nit interior Elevations Bathrooms uj I DB12 VSB36 DB12 09 DB15 VSB36 D612 DB15 VSB36 Lu 30 09 U N 08 O O O U o Q Unit C1 Master Bathroom Interior Elevations Unit B1 Master Bathroom Interior Elevations nitAl Bathroom Interior i D A 5. 7:0 2* _o CD 3/8" 1'-0" Unit B2, & S3 Similar 3/811 = 11®01: 3/8" 1a_al1 0 IL 9 I J-1- FILL"111 I 1111L 11 -1 11 1 t -ILL I I I It 1111-- 1 if 111p] 11 pjqjpf� I I];_" ' - I I I L. 1" 19 1 ' - - - — SHEET NOTES co ai co 0 co co U') t-- 0 N 0) 0 0 Not Used 1st Floor Plan 1/411 = 11-011 E _0 n .1p rg q b -- 'ervices Floor Plan -091 2nd, 3rd & 4th Floor Plan 1/4" = 1' lVA" .,Am r Flo Pla� 14 1 A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS Al ,04 & A1.05 FOR CONSTRUCTION ASSEMBLIES M KEY NOTES 01 90 MIN. RATED ACCESS DOOR 02 TRASH CHUTE CHIMNEY PER MANUFACTURER 03 45 MIN. RATED ACCESS DOOR Ec 9 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME ORRIDORS STRUCTURE AND ENCLOSING THE C A FORUME 'c, ARCHITECTURE & cl yi 11 PLANNING I ARCHITECTURE I INTMOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Dan 000 non On oe a AL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 09/04/2015 James AROO ,L SHEET REVISIONS: D 3 EDITED BY: KG D A '7 PROJECT NO. 14-2984 Mijb � AIL; SHEET NOTES BUILDING FINISH SCHEDULE FLOOR BASE WALL CEILING A DRAWINGS, DETAILS, AND REQUIREMENTS INDICATED ON THIS SHEET ARE REPRODUCED FROM THE FAIR ROOM NAME CONC CT CPT VP PT WD FC N EXT GB MR EXT GB REMARKS HOUSING ACT (FHA) DESIGN MANUAL, REVISED AS OF ZR KITCHEN CT WD GB GB 1998. ARCHITECTURE & LIVING ROOM VP WD GB GB B ITEMS INDICATED ARE A PORTION OF THE FHA INTERIOR DESIGN, INC. BEDROOM CPT WD GB , GB � REQUIREMENTS. REFER TO THE FHA DESIGN c PLANNING I I NMIRIORDIESIGN GB 22 I MANUAL FOR COMPLETE FHA ACCESSIBILITY WIC CPT WD GB 22 REQUIREMENTS. WD GB MR GB REFER TO TUB DETAILS 745 orients avenue, suite 1121 BATHROOM CT * C THE CONTRACTOR SHALL BE RESPONSIBLE FOR altamonte springs, fl 32701 phone: 407.830.1400 MECHANICAL CLOSET CT WD GB GB 12° 21 2 _ _ _ _ COMPLYING WITH ALL APPLICABLE FHA c fax: 407.830.4143 REQUIREMENTS AND MUST NOTIFY THE ARCHITECT IF AA0002731 LAUNDRY CT WD' GB GB 18 �VAPNIIS 16' THERE ARE ANY DISCREPANCIES INDICATED BY www.forumarchitecture.com PANTRY CT WD GB GB 17 THESE DOCUMENTS PRIOR TO PROCEEDING WITH s �� �i I ! I THE WORK, LINEN CT WD GB I GB _ 1s �'� j D DIMENSIONS TAKEN FROM FLOORS OR WALLS AR.E PATIO / BALCONY CONC FC EXT EXT I FROM FINK -SHED SURFACES. U. Ban ®g® CORRIDORS CT WD GB GB o I 24 15"MIN 1s'° REQ `� I j TO co�aNTE To FINISH E SEE SEPARATE DRAWINGS IN THESE DOCUMENTS N ®� �® ®� j FOR FHA CLEAR FLOOR SPACE REQUIREMENTS FOR 050 o 0 24 -i BATHROOMS & KITCHENS. C P, u i ABBREVIATION LEGEND - �� a �'T_'TNw F ALL CABINET DRAWER HANDLES AND CABINET DOOR 3 "If"AL EXT Exterior Finish 20 r HANDLES IN BATHROOMS AND KITCHENS SHALL BE C CONC Concrete (Sealed) f IIICD ,_ : i LEVER OR D-PULL TYPE COMMUNITIES CPT Carpet w 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 CT Ceramic Tile \ — — — — — — — J f ' KEY NOTES FC Fiber Cement GB Gypsum Board (Textured & Painted) SINGLE SHELF ABOVE V�636 01 WALL CABINET r MR Moisture Resistant Gyp. Bd. w/ Tile SHELVES WASHER & DRYER CLOSETS 02 STUD WALL PER ASSEMBLY N N None VP Vinyl Plank03 CONT. 2x6 BLOCKING TOP & BOTTOM WD Wood Closets & Shelves Heights Tub Access© Heights Toilet Clearance !i !iAi @. i°@ 04 GYPSUM BOARD PER ASSEMBLY o 14 1 /2" = 1'-0" 1 /2 - 1 -0 /� = 1 -C y 05 STANDARD 24" DEEP BASE CABINET WITH COUNTER i-r W Summerset 06 FURRING PER ASSEMBLY o Apaftments 18" MIN 18 MIN 07 (1) LAYER OF 5/8" FIRE -RATED GYPSUM BOARD 1841 08 6" WIDE KNEE WALL E OFFSET WALL 09 COUNTERTOP C 18" MIN 18" MIN 28" MIN 5°' 48" MIN 6' 24 MIN o ephyrhills, FL 14' 14 1U 4� MA (M i MIN A" - 10 1x WOOD BRIM BELOW TAP, ALL OPEC SIDESLe 09/08/20 i t zT- i T / ' % �'' ,, 11 BASS RIM 0 TO TUB EDGE IF / /r , / j /,__� N NO OFFSET WALL / /;/ �' ,. ;'� 12 2xBLOCKING TUB � F � Z TUBF111 S 13 BACKSPLASH AND SIDESPLASH TO MATCH �� ••. •�® co co co00 M � ' COUNTERTOP ,Co.-'8LA 4' TUB aC14 CO ` TUB `�I i i TUB I TUB 14 1/2" MOISTURE RESISTANT GYPSUM BOARD VV/ J I 1 ! TEXTURE & PAINT ABOVE SURROUND 3 AIR0011 24 0 -�� -, WALL) 15 SEALANT BACK WALL PLAN W1 OFFSET WALL' BACK WALL SIDE WALL FOOT (CONTROL BACK WALL HEAD ®` 16 16 DEEP VINYL COATED WIRE SINGLE SHELF C 0 starCloset At S e Wall I Blocking Tub b Wall Blocking, 17 ROD DEEP VINYL COATED WIRE SHELVING W/ HANGING o James OB 4 k Water Closet At Tub Wall Blocking_!i _ i i! 5 1/2ii = 1'-Q,A 13 1/2" = 1'-0" 1/2 - 1 0 18 (5) SHELVES SPACED EQUALLY, DEPTH & MATERILA a SET DIS IBUT No PER UNIT PLANS SIc�r7 GRAB BAR v 0 FIBERGLASS TUB SURROUND W/ INTEGRATED TOWEL CONTROL © = = BAR, SOAP DISH & GRAB BAR BLOCKING BY MFR o ...... OR OUTLET CONTROL — Q 14 0 _ OR OUTLET 15 1 CURTAIN ROD 04 ENVIRONMENTAL ELECTRICAL LIGHT 2 SHOWER HEAD 0 0" - 20" 20" - 25-112" 12„ CONTROLS OUTLETS SWITCHES 13 ®9 20 N COUNTERTO COUNTERTOP TO FIN. WALL I, ; 08 3 IN -TUB SEAT THAT CAN BE MOUNTED SECURED AND - � NOT SLIP DURING USE AND TO BE PROVIDE FOR 0 _._ ... .._. .. ................ _ °° - � �_;_ EVERY UFAS UNIT e __. z MIN 30" WIDE z MIN 30" WIDE — — a CLEAR CLEAR 12„ 10 N KNEE SPACE N KNEE SPACE TO FIN. WALL I 04 o I 4 TUB SHOWER CONTROLS _ ___ __ A, 10 w 5 HAND HELD SHOWER W/ 60" LONG HOSE, AND o _ _.. _ ____._ .__......____________. SECTION SECTION 08 SEAL IF 04 o SURROUND ADJUSTABLE SLIDE BAR c Q SHEET REVISIONS: 09 ,� - .. rv. _ - 11 ? 08(21115 1 Structural Revision Locations 04 I CD �, I ControlUontrol Locations �� ;� I j ; U — ! I I, ;' Forward Reach Over Obstructions 1/'2'° ®1'-0" Forward & Side Reach Unobstructed 1/2" = 1'-0'° z — — - 'I' ( E o 10 PLAN SECTION LL 12" MAX 0 .. _. MEDICINE CABINET ALTERNATE LOOCiAT!ON lCL SWITCHES AND/OR OUTLETS z z— I Countertop ve r Details (REFER TO ELEC DWGS TO 12" VERIFY IF THEY ARE I� CONTROL i 1 i7 = 1'-®°' At Rated CMU Wall 3A4@i � 1 A-Cii Yj MAX TO BE LOCATED AT c� — - �� OR OUTLET � LAVATORY WALL) 1 I C — SIDE SPLASH STANDARD 24" j ..... ... .... DEEP CABINET 03 VANITY CABINET v 25112" MAX j t r DOOR , 04 I - I _..__ _ _ __ COUNTERTOP 94:. 1 14 — 02 15 6. I � .� 15 � ...... BATHROOM 4 I 20 E ELEVATION / SECTION PLAN — I 01 ( 20 �= j I@07 JG EDITED BY: 36'° MIN I 1 I ... l N FROM CORNER CONTROL 09 PROJECT N0. 14-29$4 OR OUTLET CONTROR OUTLET I„ 1 I j z 05 ZIL w STANDARD 24" ADDL. OUTLETS 03 I Apartments z DEEP CABINET AD OU SEAL IF SEPARATE o ol 25112 MAX O PERMITTED AS SEAL IF SEPARATE I COUNTERTOP M 251i2" MAX REQ'D. BY CODE SURROUND SURROUND N 0 COUNTERTOP 11 0 — — — k - 1 STANDARD 24" °'- it tails, Finish DEEP CABINETca to I f V M OR OUTOLET I t ::. I WSchedule Accessibility Diagrams to F U SECTION PLAN w N U co Control Locatiinet Blocking Detail Tub SectionSection Side Reach over Obstructions 1 /2°° 1 °-0'° 0 I at Kitchen 1 /211= 1'-0" � At Non -Rated Walls 3/4" = 1 °-O°° At Rated T el�arZt' 7�11 3/4°@ _ � `-0°° LL o @ a N U) N lf) r, 0 N 0 0 76 ')a" r" 18" REQ. TO FINISH UFAS/FBC-A UFAS/FBC-A VANITY COUNTERTOP APRON MINIMUM SPACE AREA 17" MIN (19" TO 21" TYPICAL PER PLAN) 19" MAX Knee Space 17" AT' : /2ae 1 1 -0" UFAS/FBC-A 1 /2" = 1'-011 I 21 25 1 24" 24" 19 24 CD MIN MAX cs I ' / ---- --- --- I 19 23 m_ PROVIDE PIPE PROTECTION FOR DRAIN & HOT WATER SUPPLY W1 PIPE INSULATION OR REMOVABLE PANE! re 0 M P SUPPORT BRACKET DISPOSAL COVET 12" WIDE j 12" PREFERRED OPEN BOT' VENTILATION & ACCESS TO RESET BUTTONS Knee S IVIIIIA 1 g2'° e 1-®" SINKS UP TO 6" DEPTH PERMITTED, REAR DRAIN PREFERRED PIPE PROTECTION & APPEARANCE PANEL ADJACENT CABINETS, WALL, AND FLOOR MUST BE FINISHED TO MATCH 1 /2" = 1'-0" 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/FB.C-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" DEEP BASE CABINET WITH COUNTER 06 FURRING PER ASSEMBLY 07 (1) LAYER OF 5/8" FIRE -DATED 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 I 16 16" DEEP VINYL COATED WIRE SINGLE SHELF 17 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 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 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 Wi 60" LONG HOSE, AND ADJUSTABLE SLIDE BAR ARCHITECTURE & INTERIOR DESIGN, INC. TIC MNING I ARCHRECIUFZE I NVTEFaORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BD E 'T 4 E F I C IAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments to o Zephyrhills, FL N 09/04/2015 a C 0 0 MAAwl �`i� ` Q SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 UFAS/FBC-A Unit Details & Accessibility Diagrams A5.92 a- Roll -Under Vanity/Lavatory 1 /2" = 1'-0" Kitchen Sink / Disposal 01 SHEET N-OTES > F A REFER TO SHEET A5.95 FOR BLOCKING AND OTHER F UNIT ACCESSIBILITY REQUIREMENTS. '0FORUME B DIMENSIONS TAKEN FROM FLOORS OR WALLS ARE ARCHITECTURE & 0 0 / ° cO FROM FINISHED SURFACES. 01 ,- I ► I ❑INC. INTERIOR DESIGN, C L F❑I L L o PLANNING ARCHRECTUFtE INTS;UORDESIGN A KEY NOTES 0 _F LO �Dc 01 30"X48" CLEAR FLOOR SPACE 0 745 orienta avenue, suite 1121 01 C�o 0 .0 altamonte springs, fl 32701 L L C� 02 30"x60" CLEAR FLOOR SPACE L /', phone: 407.830.1400 LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE 03 48"x56" CLEAR FLOOR SPACE fax: 407.830.4143 AA0002731 L I it www.forumarchitecture.com 04 48"00" CLEAR FLOOR SPACE 0 041 Z 05 48"x66" CLEAR FLOOR SPACE 0 rt __ SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE o 06 56"x60 CLEAR FLOOR SPACE U U. I U M BUD non F_ ------ ��- - j 07 60" TURNING DIAMETER (CLEAR FLOOR SPACE C 1 08 T-SHAPED SPACE FOR 180 TURN (CLEAR FLOOR (0 C 1 SPACE) 0 o Fo� 1 0 01 /A C WATER CLOSET CLEARFLOOR SPACE o I o m/ :r' BENE lo o TUB/SHOWER CLEAR FLOOR SPACE FI C IAL 1-0101 0 o/ 0 _-F 0 COMMUNITIES ] I I ] 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 X C� L 0 L 0 Unit C1 Bathroom Diaqram 3I/ I icl 1/4" Per FHA Specification B 0 C 0 REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE 0 0 Oft 7 0 0 bummerset I FF" 6 L L 01 0 Unit C1 Kitchen Diagram 8 r A 1/4" V-0" 77IJ .2 �EQ padments 01 E 0 0 Cy/ 0 F_ -1 -1 1 0\0 C Zephyrhills, FL > U 09/04/2015 0 24" 01 MIN. E J 7" I I LAVATORY CLEAR FLOOR SPACE 01 MANEUVERING CLEAR FLOOR SPACE V01 Q < 0 SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE 0 0 00 AR 1 24 ""X\ 77 0 0 0 - — — — — — — — — — — - I C - — — — — — — — — — — - 1 0 0 0 0 SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE FF III I�� 111 I�D —� \. :..`4 Jame - - - - - - - - - - lack F- 7 F_ 01 4 I I I ARO 1 -IONS: SET STRIBU0/0 ej v ,. v a v \ 1 v l01 0 . ............... ;`; \\ r \\ \ ;; ; \ .\ `' / (D 00i CL eie TUB/SHOWER CLEAR FLOOR SPACE MIN.' ... ... ........ .. . .. ... .............. .... . .................. z (D ........ . . ......... ......... .. . .... .. WATER CLOSET CLEAR FLOOR SPACE �O---- F '1Q_L Unit A3 "B"athroom Diamams O 0 2 1` 011 'a ------- 0 0 0 Per FHA Specification B 1/4" to ........... ... ------------- ------- --_-_-_ REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE C ... ....... .... ..... .... .... .... ... ... ...... B21 B3 Kitchen Diagram Unit AlKitchen Diaqram C Unit B1, 2 11-011 7 1/411 -011 5 1/411 _- ------- - -- - --__-_---__- -_-_----- .2 L 2 L SHEET REVISIONS: L S 0 0 ....... ... ... ........ .. . .............. . . ................ ........ ................. .... . ..................... ....................... . ....... . . . . .. . ...... j- -- 0 N. .. . ....... . ..... ........... .. .... ...... ... ....... . .... . ................... . E 000 .... ......... ... .. .... . .... ... . .. . ....... ...... . ............ . .... . ........ ............ 0 U. ----- ---- . . ............. . .. ....................... ..... 0 ELI X X CL 0 0 - ----- ----- - - -------------- A Z IDO DO LO n rr ........ ...... LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE CX] 0 ..... ...... . ....... ...... ...... . ..... . ............. ... . IL . . . ..... ....... .... . . 0 0 0 0 C LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE A SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE - - - _ _ - -_-____-- . . ...... .... ........... .. . . . .... X, U 0 - - - - - - - - - - EDITED BY: KG — — — — — — — -- — 0 0 F7 C —1 _ 0 0 0 UF PROJECT NO. 14-2984 �a I I ❑LJ 0 01O \\ O ,/ ,... 0 cn LU X 03 1,7 _F03 CC) 0 71 LU / , %FHA Clear Floor Space rL // / - X %%%Uj Diagram =0❑ o� L 0 REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE TUB/SHOWER CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE TUB/SHOWER CLEAR FLOOR SPACE CD 0) C1 Unit B1 B2 & B3 Master Bathroom Diagram,... Unit Al Bathroom Diagrams :D Unit A3 Kitchen Diagram it 1 11-011 0� 5.9 3 —091 0 11-011 4 1/4" Per FHA Specification A 1/4" U. 6 1/4" Per FHA Specification B SHEET NOTES > A REFER TO SHEET A5.95 FOR BLOCKING AND OTHER UNIT ACCESSIBILITY REQUIREMENTS. F 0 R U lmwml Z B DIMENSIONS TAKEN FROM FLOORS OR WALLS ARE 0 ARCHITECTURE & FROM FINISHED SURFACES. C1 INTERIOR DESIGN, INC. C KEY NOTES PLANNING I ARCHITECTURE I NTE3aORDESIGN U) 01 30"x48" CLEAR FLOOR SPACE E: I F1 745 orienta avenue, suite 1121 0 0 0 0 0 I I I I altamonte springs, fl 32701 07 zl L I_02 30"x60" CLEAR FLOOR SPACE 407.830.1400 j / I I ° I I I ❑� I I Elk fax: 407.830.4143 01 03 48"x56" phone: CLEAR FLOOR SPACE www.forumarchitecture.com _U 04 48N60" CLEAR FLOOR SPACE ' j /0 _j —4 \', 05 48N66" CLEAR FLOOR SPACE 0 n F 01 N" a0 0 0 1 /. 0(0 06 56N60 CLEAR FLOOR SPACE "V� - 0 J. Q 0 9�0 0 0 1 JL 07 60" TURNING DIAMETER (CLEAR FLOOR SPACE) C 08 T-SHAPED SPACE FOR 180 TURN (CLEAR FLOOR U WORKSPACE CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE C 00 c)a BENEFICIAL COMMUNITIES 01 a MANEUVERING CLEAR FLOOR SPACE LAVAT ORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE X 3550 S. Tarniami Trail Suite 301 Sarasota, FL 34239 "N 01 0 0 -C n C 0 0 0 E 0 0 0 1 000 1 17 D L L 0 SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE Surnmerset 0 1 -v 0 C Apartments 01 .2 02 01 o- 0(0 0 01 0 030. �x7Lem 0 E 0 0 0 0 C ti .2 E10 ❑El. 'y Zephyrhills, FL 1-j I > 0 1010 09/04/2015 _j c )a 0 Z/ . ...... 2 CL REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE WORKSPACE CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE TUB/SHOWER CLEAR FLOOR SPACE REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE > 03F, B 44 Unit C2-UFAS Kitchen Diagrams Unit A2-UFAS Kitchen Diagrams Unit B4,B5, & B6-UFAS Bath Diagrams 1 224 6 1/411 1 0-001 4 = 11-011 2 11-011 1/41' Per UFAS/Fl3CA 1/4" C 0 James ack 0 C AROO 2 4 2 SET DIVRIBUTI NS: U A r . .... ... ............ . . .... . ... ....... . .. . ........... ....... .... .. . CL F1 F1 0 0 F_ —1 F_ T T T�EE ........ .. ....... 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T r❑❑ Cj] 1 01— 0 LL 0 - - - - --- -___ A L LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE CL 2 . ..... .... . .. ...... -- - - -- 01 - ____ ----------- /Z' ------------------- . ......... .. ----------- - ---- - - - ----- ...... ....... ZJ E 01 ..... ...... . .. ... ... .................................. ...... ... ........... ......... ..... ........... . . - - ----- - ....... . .. . . ...... . ...... ..... ... 02 0 0 0 0 0 --- - - -----_--- DISHWASHER CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE . ...... . ... ..... .. ... . ... .. .. ..... C L . ..... ........ ... ............ ....... ..... ...... . ............ . . .......................... ... r A E F1 F1 G 0 EDITED BY: KG 7 -1 F_ T T T .2 PROJECT NO, 14-2984 it 0.0 01 06 L 7 LU X, 00 '\j 0 _T IV LU ca 0 / I F_ CO _LQ\ z UFAS/FBC-A Clear 10— L C14 0 0 0 0 LU Floor Space Diagrams Lf) D REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE TUB/SHOWER CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE TUB/SHOWER CLEAR FLOOR SPACE o N 0 X, 0 a F�2 / A1111 Mn n 0) 0 Unit B4 B5 B6-UFAS Kitchen Diagrams Unit C2-UFAS Master Bath Diagrams, Unit A2-UFAS Bath Diagrams D -6 7 ) 1 1 of A5.94 5 -011 3 -011 1 1 1-011 0 1/411 Per UFAS/FBC-A 1/4" Per UFAS/FBC-A 1/410 U. 0 r -'\N 2 -- — — — — — — — — - IX4 WINDOW TRIM TYPICAL AT 2ND, 3RD & 4TH FLOORS 3 1/2" 9D A6.41 ------------ ----- ------- - [LL; - ..... . . . . ............. .... ... . ..... . ....... . nil �'� Imo'; - — — — — — — — — — 4" LOVJ WINDOW TRIM TYPICAL AT GROUND FLOOR Building I ® South Elevation 07 4"E15-' 6 WINDOW TRIM tA6.41 TYPICAL AT GROUND FLOOR I YFIUAL A! K I GROUND FLOOR Buildinq I - ii-qorth Elevation 9A A6.41 8 A7.31 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES LU a- 9 C REFER TO SHEET A9.1 1 THROUGH A9.22 FOR DOOR & < WINDOW DETAILS D ALL FIBER CEMENT TRIM TO BE WOOD GRAIN C? TEXTURE AND FIBER CEMENT PANEL TO BE SMOOTH E ALL CEMENT PLASTER TRIM BANDS & FOAM TRIM WITH HARD COAT, TO BE SAND TEXTURE. CEMENT . ......... O5 3/4" PLASTER WALL SURFACE TO BE KNOCK DOWN .... ......... ... 01 TOPOF TRUSS TEXTURE ��T7 US"S_'_'4RG. F ALL EXTERIOR COLORS TO BE SELECTED BY OWNER 10 29 6 3/8" G CONTRACTOR TO COORDINATE ALL EXTERIOR 4TH FIN. FLOOR 27'-8 7/8" _TRUSS BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL BRG. DRAWINGS AND LOCAL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS j 9-8 1/2" �-F a_ 0 KEY NOTES 3RD FIN. FL( )OR 1T-1 V LU 01 PARAPET WITH CAP TRUSS BRG. * RUSS BRG. STAIR ROOFS 10,41, 02 ROOF PER ASSEMBLY 02 — - — - — TRUSS BRG. PUMP ROOM 10 5/8" -- IN. FLOOR 03 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD WITH -11/8" ALUMINUM DRIP. EDGE UNO. PAINTED, COLOR PER TROSS BRG. OWNER 05 04 ALUMINUM GUTTERS - COLOR PER OWNER FL-00 RN 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER 06 DOOR PER SCHEDULE 07 WINDOW PER SCHEDULE 08 CEMENT PLASTER TRIM BAND 3132" = V-0" 09 CEMENT PLASTER FINISH PER ASSEMBLY 10 CONTROL JOINT, TYP. WHERE VERTICAL JOINT MEET HORIZONTAL JOINTS, WINDOWS, OR DOORS, PROVIDE 22 LU a_ i� SEALANT IN VERTICAL JOINTS EXTENDING ABOVE THE INTERSECTION _ 15 9 < a_ 14 11.1: 11 NOT USED 12 FIBER CEMENT LAP SIDING W1 8" EXPOSURE UNO 13 FIBER CEMENT PANEL �TOP OF TRUSS 01 14 FIBER CEMENT TRIM BOARD �T7 'LfS4_3SBRG. 15 FOAM TRIM BAND 07 29'3 8!' 16 NOT USED H � .. . . .... 4-r FIN. FLOOR LU 7/ a_ ............. 7 A6,41 - TRUSS BRG. W 17 SUPPORT BRACKET . REFER TO DETAIL MIL I I IAU.0 I - 0 18 FOAM BRACKET . REFER TO DETAIL 2 /A6.51 1/2" _�3311RKD FIN, FLOOR C) 19 BUILDING SIGNAGE BY OWNER At-, IT-1 1 X6-- TRUSS BRG. LU 20 42" HIGH ALUMINUM. BALCONY GUARDRAIL WITH 15 VERTICAL PICKETS. PROVIDE ELECROSTATIC PAINT VG . STAIR ROOFS TRUSSBRG. (ESP) FINISH, COLOR PER OWNER _1 5 8 2ND FIN. FLOOR 12 TRUSS BRG.OWNER 21 (2) V-6" X 5-4- VINYL FALSE SHUTTERS- COLOR PER 22 OVER FLOW DRAIN SCUPPER, SEE PLUMBING. SHALL BE "PAINTABLE" GRADE & PAINTED TO MATCH ADJACENT WALL SURFACE 2�084" 23 LIGHT FIXTURE PER ELECTRICAL WINDOW TRIM TYPICAL AT 24 (2) V-13" X 6-13" VINYL FALSE SHUTTERS- COLOR PER GROUND FLOOR OWNER 3132" e 1'4' ELEGEND SHINGLE ROOF PER ASSEMBLY METAL ROOF PER ASSEMBLY. DRIP EDGE & FASCIA AT METAL ROOFS TO MATCH FINISH OF METAL ROOFING 3/32" = 1 I-01f *SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS KEY PLAN 3 0 c 0 c 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I NMRIORDESIGN 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 Zephyrhills, FL BL4 C 1114 R0oil11 4 : EDITED BY: JG LO PROJECT NO. 14-2984 d z z Building I loWwom Stair 3 & 4 - Breezeway 3/16" = 1'-0" i I r KlAL A! u i l d i n g I I -West Elevation GROUND FLOOR 8 2 A7.31 A7.12 SIM WINDOW TRIM TYPICAL AT 2ND, 3RD & 4TH FLOORS .... 1 ....... .. INDOW TRIM TPY. 9E 06 12 21 09 WINDOW TRIM 4"L8 A6.41 TYPICAL AT GROUND FLOOR Building II--Rlorth Elevation ffim�.LZ�tiL�fi1C! d 1 A6.41 1X8 1X4 14 ` — 14j1X6 1X8 9A A6.41 I A 1X6 LU M 3/32" = V-O" 3/32" = 1'-0" � 8 Jco A7.31 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 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 NOT USED 12 FIBER CEMENT LAP SIDING W/ 8" EXPOSURE LINO 13 FIBER CEMENT PANEL 14 FIBER CEMENT TRIM BOARD 15 FOAM TRIM BAND 16 NOT USED 17 SUPPORT BRACKET. REFER TO DETAIL 1 / A6.51 L L 18 FOAM BRACKET. REFER TO DETAIL 2 / A6.51 L '- 19 BUILDING SIGNAGE BY OWNER " 20 42" HIGH ALUMINUM. BALCONY GUARDRAIL WITH VERTICAL PICKETS. PROVIDE ELECROSTATIC PAINT (ESP) FINISH, COLOR PER OWNER 21 (2) l'-6" X 5'-0" VINYL FALSE SHUTTERS- COLOR PER OWNER 22 OVER FLOW DRAIN SCUPPER, SEE PLUMBING. SHALL BE "PRINTABLE" GRADE & PAINTED TO MATCH ADJACENT WALL SURFACE 23 LIGHT FIXTURE PER ELECTRICAL 24 (2) l'-6" X 6'-0" VINYL FALSE SHUTTERS- COLOR PER OWNER LEGEND SHINGLE ROOF PER ASSEMBLY METAL ROOF PER ASSEMBLY. DRIP EDGE & FASCIA AT METAL ROOFS TO MATCH FINISH OF METAL ROOFING TJ 40'-6 3l4„ - - TOP OF TRUSS 01 37'=6 3l4" - TRUSS BRG 10 --aL 29'-6 3/8 4TH FIN. FLOOR I - ---_1L2T_8718" w a _---._. -- TRUSS BRG. �d _ a 17A �LL o �a 14 / 19'$1 /2" �� 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI 'RD FIN' FLOOR `" p SHEET DUE TO THE CHANGE TO A WOOD FRAME --j- - -- - --- - -�^N i STRUCTURE AND ENCLOSING THE CORRIDORS _ RUBS BRG. I I 15 1X6 11'-8" c� TRUSS BRG. STAIR ROOFS I 9'-10 518" _ ;4--------_- - 2ND IN. FLOOR KEY PLAN 8' --'- - ----RUSSBRG. F_ 1 E I FLOOR 07 08 4" WINDOW TRIM ::7�j TYPICAL AT 2 A6.41 j GROUN'D FLOOR 3/32" = V-0" 3 n BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 SET DISTRIBUT S. 05108115 Bid & Permit Set n SHEET REVISIONS: EDITED BY: JG PROJECT NO. Building 14-2984 I SHEET NOTES L0 0 N 0 0 0 a 1 A6.41 SIM � 'A _w __...... _......... � - - .— - .............. 11 Elevation South East Corner 9D A6.41 1X6 1X4 3/32" _ 11_011 7 A6.41 -IR 07 TYPICAL AT GROUND FLOOR Building 11 ® South Elevation J-11 9A A6,41 S1M 08 4" WINDOW TRIM TYPICAL AT GROUND FLOOR WINDOW TRIM TYPICAL AT GROUND FLOOR A 1X8 1X4 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 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 LU HORIZONTAL JOINTS, WINDOWS, OR DOORS, PROVIDE SEALANT IN VERTICAL JOINTS EXTENDING ABOVE THE INTERSECTION 11 NOT USED %J 12 FIBER CEMENT LAP SIDING W/ 8" EXPOSURE UNO 13 FIBER CEMENT PANEL 3l4°' 40'-6 _ ' Q1 = TOP OF TRUSS 37 =6 3/4 14 FIBER CEMENT TRIM BOARD TRUSS BRG 12 15 FOAM TRIM BAND 07 229'-6 3/8- _ 16 NOT USED � 4TH' FIN, FLOOR Uj 27'-8 7l8" 17 SUPPORT BRACKET. REFER TO DETAIL 1 / A6.51 TRUSS BRG. 14 1x4 ® 18 FOAM BRACKET. REFER TO DETAIL 2 / A6.51 19' 8112° _ RU FIN. FLOOR �a 19 BUILDING SIGNAGE BY OWNER 171-11 11 E �^u 0 TRUSS BRG, 20 42" HIGH ALUMINUM. BALCONY GUARDRAIL WITH 11'-8" VERTICAL PICKETS. PROVIDE ELECROSTATIC PAINT RUSS BRG. STAIR ROOFS (ESP) FINISH, COLOR PER OWNER 9'1Q518"_ - — 2ND FIN. FLOOR -21 (2)1'-6-" X 5`-0" VINYL FALSE SHUTTERS® COLOR PER 8'-11F8°` — — TRUSS BRG. OWNER 22 OVER FLOW DRAIN SCUPPER, SEE PLUMBING. SHALL BE "PAINTABLE" GRADE & PAINTED TO MATCH — — 0101, FLOOR ADJACENT WALL SURFACE 23 LIGHT FIXTURE PER ELECTRICAL 24 (2)1°4' X 6'-0" VINYL FALSE SHUTTERS- COLOR PER OWNER LEGEND :"-0;1 3132" 4 SHINGLE ROOF PER ASSEMBLY LU Q _ METAL ROOF PER ASSEMBLY. DRIP EDGE & FASCIA AT METAL ROOFS TO a MATCH FINISH OF METAL ROOFING 40` 6 3l4" 01 TOP OF TRUSS 37'-6 3l4" r�RUSS BRG 2R-6 3f8" - — 4TH FIN. FLOOR ® 7`_8 718" TRUSS BRG. 19'-81 /2" _ FLOOR � 1RUS TRUSS SRO. TRUSS BRG. STAIR 2N FIR. FLOOR - -- TRUSS BRG. 3/32te = 1'-0„ ij NLL 0 LO o o w 0 0 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS & PLANNINGINTERIOR DESIGN, INC. - R KrERK)RDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com DhiNEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 _, 09/04/2015 ,L SHEET REVISIONS: 50 EDITED BY: JG y v PROJECT NO. 14-2984 (4) viulJ1 1%JU%21./ vvuLI l I-1%iVuL1W11 (3) VIM"I IV%A 1 VWI Li 1 "itAVLALl 11 3/16" = V-0" 3/16" = 1'-O" %�8 r----------� rn-'* * * Clubhouse West Elevation - O N O m O O a 0 a 3/16" = 1'-0" 3/16" = 1'-05' 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 MIWA A ill 99,11011Af" 0 E ALL CEMENT PLASTER TRIM BANDS & FOAM TRIM WITH HARD COAT, TO BE SAND TEXTURE. CEMENT PLASTER WALL SURFACE TO BE KNOCK DOWN TEXTURE •91 11,•'11 11 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 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 NOT USED 12 FIBER CEMENT LAP SIDING W/ 8" EXPOSURE UNO 13 FIBER CEMENT PANEL 14 FIBER CEMENT TRIM BOARD 15 FOAM TRIM BAND 16 NOT USED 17 SUPPORT BRACKET. REFER TO DETAIL 1 / A6.51 18 FOAM BRACKET. REFER TO DETAIL 2 / A6.51 19 BUILDING SIGNAGE BY OWNER 20 42" HIGH ALUMINUM. BALCONY GUARDRAIL WITH VERTICAL PICKETS. PROVIDE ELECROSTATIC PAINT (ESP) FINISH, COLOR PER OWNER 21 (2)1'-6" X 5'-0" VINYL FALSE SHUTTERS COLOR PER OWNER 23 LIGHT FIXTURE PER ELECTRICAL 24 (2)1'-6" X 6-0" VINYL FALSE SHUTTERS- COLOR PER OWNER LEGEND SHINGLE ROOF O- . f B ■ k ; METAL ROOF PER ASSEMBLY. DRIP EDGE & FASCIA AT METAL ROOFS TO MATCH FINISH OF METAL ROOFING 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ® KEY PLAN ARCHITECTURE & INTERIOR � DESIGN, INC. SING I ARCMTECTURE I KMWR DESIGN 745 orienta avenue, suite 1121 aitamonte springs; fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 01 ng nag an aan 13 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: JG 6, r PROJECT NO. 14-2984 Clubhouse 7'-3" co @_ U Cn LO 0 N 0 rn 0 -o O A 1X4 Column at Clubhouse 1X6 1X4 1X4 1 °-0 1 /C" e " 1 /4t1 = 19-01° 3/8" = 1'-0, " n 1X4 1X4 1X6 1X4 1X4 1X6 1X6 1X8 1X12 1X6 1X6 1X10 Trim Band Details Foam Brackets Scale 1/2"=1'-0" Not Used 1X4 1 /4" = 1'-0" 1X6 1X8 1X12 1X6 1X8 1X8 1X4 1X4 1X8 1X4 1X6 1X8 1X4 1X4 1X8 1X4 1X6 11411 = 1'-0" SLOPE TOP OF BAND SLOPE TOP OF BAND o N - � N 2" b 15 09 fre SLOPE TOP OF BAND 1 /4" _ 1 !-011 1 /4" = 1 r-OVI 1X6 1X4 1X6 1X10 1X6 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 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 NOT USED 12 FIBER CEMENT LAP SIDING W/ 8" EXPOSURE UNO 13 FIBER CEMENT PANEL 14 FIBER CEMENT TRIM BOARD 15 FOAM TRIM BAND 16 NOT USED 17 SUPPORT BRACKET. REFER TO DETAIL 1 / A6.51 18 FOAM BRACKET. REFER TO DETAIL 2 / A6.51 19 BUILDING SIGNAGE BY OWNER 20 42" HIGH ALUMINUM. BALCONY GUARDRAIL WITH VERTICAL PICKETS. PROVIDE ELECROSTATIC PAINT (ESP) FINISH, COLOR PER OWNER 21 (2) V-6" 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 24 (2) V-6" X 6'-0" VINYL FALSE SHUTTERS- COLOR PER OWNER LEGEND _ SHINGLE ROOF PER ASSEMBLY ' METAL ROOF PER ASSEMBLY, DRIP EDGE & FASCIA AT METAL ROOFS TO MATCH FINISH OF METAL ROOFING 1 ESHEET NT REVISIONS HAVE BEEN MADE TO THIS E TO THE CHANGE TO A WOOD FRAME RE AND ENCLOSING THE CORRIDORS N L 0 N C 0 U w 0 0 E 0 c 0 '0 5 U 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ®®o ®p0 00o noo do BEN DONIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 Zephyrhills, FL Q SHEET REVISIONS: EDITED BY: ,G W F PROJECT NO. Apartments 14-2984 Enlarged Elevation Details a L LII' 11 LL1P1L. 1'.. LCL1_1_.I JLL..'i—"11_.. _ _ _..I. '. _. _. ._'. _L.__.I I _.---. I _. ... "11: !' 1:1�49.. ,j in, !---- - -d1 �'nnu i..r ,.. r el '-__'.. - - - - -_.--. -- I. SHEET NOTES a C O Foam Bracket Detail 30" Bracket Details N 12„ N r N C7 7 3l4" ow CV 2 314" 12„ 1 112" O 30" _ 02 02 14" 6" H 0 1 ee = 1 `-011 1 11 = 1 e-O° 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 i ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN I 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BE"INYEFICIAL COMMUNITIES i 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 i i z Summerset 0 -0 ApartmentA U 0 E 0 Zephyrhills, FL 1 I ... ............... ..... ...... _......... . .. ............. .....,..........._ ... ... . . ........... A SHEET REVISIONS: i i EDITED BY: KG Enlarged Elevation Details A6.51 0- BUILDING KEY PLAN a Building Section a Clubroom & Lobb SKEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES WINDOWDETAILS 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 NOTES 01 PARAPET WITH CAP 02 ROOF PER ASSEMBLY NTS 03 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD WITH ALUMINUM DRIP EDGE UNO. PAINTED, COLOR PER OWNER 110,110M 1 ►� j�i�iliilrlfPil7 05 ALUMINUM DOWNSPOUT - COLOR PER OWNER 06 DOOR PER SCHEDULE 07 WINDOW PER SCHEDULE 08 CEMENT PLASTER TRIM BAND 10 CONTROL JOINT, TYP. WHERE VERTICAL JOINT MEET 10 HORIZONTAL JOINTS, WINDOWS, OR DOORS, PROVIDE A7.41 SEALANT IN VERTICAL JOINTS EXTENDING ABOVE THE INTERSECTION 11 NOT USED 12 FIBER CEMENT LAP SIDING W/ 8" EXPOSURE LINO 1FIBER PANEL OL 12'-0" 14 FIBER CEMENT TRIM BOARD TRUSS BRG 15 FOAM TRIM BAND 10'-01, TRUSS BRG 16 NOT USED r 0 UA61,1108 20 42" HIGH ALUMINUM. BALCONY GUARDRAIL WITH VERTICAL PICKETS. PROVIDE ELECROSTATIC PAINT 01 -0 (ESP) FINISH, COLOR PER OWNER FIN FLR 21 (2)1'-6" X 5-0" VINYL FALSE SHUTTERS- COLOR PER OWNER 3f 16" = 1'-0" 22 OVER FLOW DRAIN SCUPPER, SEE PLUMBING. SHALL BE "PAINTABLE" GRADE & PAINTED TO MATCH ADJACENT WALL SURFACE 23 LIGHT FIXTURE PER ELECTRICAL 24 (2) V-6" X 6'-0" VINYL FALSE SHUTTERS- COLOR PER OWNER LEGEND SHINGLE ROOF PER ASSEMBLY 1 I ; METAL ROOF PER ASSEMBLY. DRIP I I " EDGE & FASCIA AT METAL ROOFS TO MATCH FINISH OF METAL ROOFING q1SIGNIFICANT REVISIONS HAVE BEEN MADE TO THISHEET DUE TO THE CHANGE TO A WOOD FRAMETRUCTURE AND ENCLOSING THE CORRIDORS a) FORUME P 2 ARCHITECTURE & INTERIOR DESIGN, INC. c '7_7111i!1l11clic1:TS?Clu=y01VA Z I ;z. "I 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com nun unn Dun an 0 0 no DmNEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 ray. •,� at�C/r 11224 .:el She e�� SHEET SHEET REVISIONS: 08/21115 1 Structural Revision .... v n EDITED BY: KG N r PROJECT NO. 14-2984 U Z Z Clubhouse t� 0 z W Building Section ry U u1 A7.01 BUILDING PLAN - OIL 40'-6 3/4" STOP OF TRUSS @ OIL 37'-6 3/4" TRUSS BRG OL 29'-6 3/8" 4TH FIN. FLOOR r, 27'-8 7/8" TRUSS BRG. OL 19'-81 /2" 3RD FIN, FLOOR OL 17'-11" TRUSS BRG. OL 9'-10 5/8" 2ND FIN. FLOOR OIL 8'-1 1/8' TRUSS BRG. 0'-0" FIN. FLOOR SIM 4 A7.12 SIM — I II l I i I I 4 A7.11 Building II Section 5 A7.12 9 I — TOP OF TRUSS @ EXT. WALL I I 37'-6 3/4" TRUSS BRG �® m 1 f8" v 11-011 1/0 = I —il ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I KI'MORDESIGN 0 745 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 N o Zephyrhills, FL N 09/04/2015 o Z-1 SHEET REVISIONS: EDITED BY: KG �u 1 ._ BUILDING A rn Cn 6 3 A7.1 SIM 40'-6 3/4" TOP OF TRUSS 37'-6 3/4" TRUSS BRG 2 A7.12 4TH FIN. FLOOR i, 27'-8 7/8" TRUSS BRG. 19`-8112' 3Ri3 FIN. FLOOR d,17'-11" --FTRUSS BRG. 9'-10 5/8" 2ND FIN. FLOOR 'd, 8'-1 1/8" TRUSS BRG. OL 0'-0" 'IF FIN. FLOOR ARCHITECTURE • NTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Gnu Gnu 00o aoo 13 0 na BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 1 Zephyrhllls, FL 09/04/2015 11224 ••F` MWOMMM ��%L, SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Apartments 4 1 4 1 A7.11 A7.13 A7.13 A7.13 Building Section 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A MOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 1 /8" _ 1 e_011 0 Lf) ti 0 N Nr 0 0 N Exterior Section at Pitched Roof 4 A9.11 E 6 A9.22 Exterior Wall Section Buildout at Second & Third Floor 4 A9.22 s TypicalBuildout Ground Floor WHO 1 11 = 1 1-011 A' Section f"IL Balco Typical Roof & Parapet r, Section At Balcony Typical Second, Third & Fourth Floor Section At Balcon FloorTypical Ground 11a = 11-011 ill = 1 1-011 111= 11-0i1 -Top O v�xtqrior Wall Section Typical Roof & Parapet 1 A9.21 29'-6 3/8" @ 4TH FLR 19'-8112" @ 3RD FLR 9'-10 5/8" @ 2ND FLR FIN. FLOOR 2T-8 7/8" @ 4TH FLR 17-11" @ 3RD FLR 8' 1 118" @ 2ND FLR— TRHJSS BRG. 9 A9.22 Typical Second, Third & Fourth Floor 1of= 11-011 7' A9:22 Typical Ground Floor 01 CONC. FND. & SLAB PER STRUCTURAL 02 CONTINUOUS P.T. 2X SILL PLATE 03 DOUBLE TOP PLATE, TYP. 04 2x BLOCKING AS NEEDED 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAMMEADER PER STRUCTURAL 07 LEDGER/HANGER PER STRUCTURAL 08 FRAMING PER STRUCTURAL 09 5/8" FIRE -RATED GYPSUM BOARD (EXT. GRADE UNCONDITIONED LOCATIONS) 10 2x10 TOP PLATE, TYPICAL 11 LIGHTWEIGHT CONCRETE 12 GYPSUM BOARD PER ASSEMBLY 13 FIBERGLASS BATT INSULATION PER ASSEMBLY 14 FIRE -RATED EXTERIOR GRADE GYPSUM BOARD 15 ALUMINUM RAILING PER ELEVATIONS. 16 FOAM BAND WITH HARD COAT; SEE DETAIL 9 /A6.41 FOR PROFILE 17 DECORATIVE BRACKET PER ELEVATIONS 18 STONE VENEER 19 BASEBOARD TRIM 20 GYPSUM FILLER STRIP 21 EXTERIOR SHEATHING PER ASSEMBLY 22 FIBER CEMENT TRIM BAND PER ELEVATION 23 FIBER CEMENT PANEL 24 FIBER CEMENT SIDING PER ELEVATION 25 CEMENT PLASTER SYSTEM PER ASSEMBLY 26 DOOR AND FRAME PER SCHEDULE 27 ROOF SHEATHING PER ASSEMBLY 28 ROOF UNDERLAYMENT PER ASSEMBLY 29 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 30 TWO PIECE METAL COPING 31 DRAFTSTOPPING 32 R-30 UNFACED BATT INSULATION IGNIFICANT REVISIONS HAVE BEEN MADE TO THIS 1 SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ARCHITECTURE s INTERIOR DESIGN, INC. m 1 Imsummsm 745 orienta avenue, suite 1121 aitarnonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com E I I E I C IA COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 N aoummerset L 0 AIL c .Q Apartments 0 0 E 0 I A James . lack AR 11 24 S ISTRIB TIONS: e SHEET REVISIONS: EDITED BY: KG PROJECT•8 Apartments iWFA Sol 01 Frii i" 1 1" _O d 0 L0 0 N 0 rn 0 O 17' 8' Draftstopping at Breezeway f + t J 1" = 1'-0' NTS 19'-8112" @ 3R1 9'-10 518" @ 2N1 FIN. FLOOR 3 A7.12 17'-11" @ 3RC 8'-1 118" @ 2N1 Y TRUSS BRG. II I� i I REIM, A A9.21 ---� �'—,�Exterior Wall Section Typical Second, T hird & Fourth Floor 1" = 1'-0°' 1 A9.21 — ® — Typical Ground Floor `dEEKfN SHEET NOTES A REFER TO SHEET A 1.03 FOR ALL GENERAL NOTES s 0 KEY NOTES 01 CONC. FND. & SLAB PER STRUCTURAL 02 CONTINUOUS P.T. 2X SILL PLATE 03 DOUBLE TOP PLATE, TYP. 04 2x BLOCKING AS NEEDED 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAMMEADER PER STRUCTURAL 07 LEDGER/HANGER PER STRUCTURAL 08 FRAMING PER STRUCTURAL 09 518" FIRE -RATED GYPSUM BOARD (EXT. GRADE c@ UNCONDITIONED LOCATIONS) 10 2x10 TOP PLATE, TYPICAL 11 LIGHTWEIGHT CONCRETE 12 GYPSUM BOARD PER ASSEMBLY 13 FIBERGLASS BATT INSULATION PER ASSEMBLY 14 FIRE -RATED EXTERIOR GRADE GYPSUM BOARD 15 ALUMINUM RAILING PER ELEVATIONS. 16 FOAM BAND WITH HARD COAT; SEE DETAIL 91A6.41 FOR PROFILE 17 DECORATIVE BRACKET PER ELEVATIONS 18 STONE VENEER 19 BASEBOARD TRIM 20 GYPSUM FILLER STRIP 21 EXTERIOR SHEATHING PER ASSEMBLY 22 FIBER CEMENT TRIM BAND PER ELEVATION 23 FIBER CEMENT PANEL 24 FIBER CEMENT SIDING PER ELEVATION 25 CEMENT PLASTER SYSTEM PER ASSEMBLY 26 DOOR AND FRAME PER SCHEDULE 27 ROOF SHEATHING PER ASSEMBLY 28 ROOF UNDERLAYMENT PER ASSEMBLY 29 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 30 TWO PIECE METAL COPING 31 DRAFTSTOPPING 32 R-30 UNFACED BATT INSULATION SIGNIFICANT REVISIONS HAVE BEEN MADE TO THI 1 SHEET DUE TO THE CHANGE TO A UV00D FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 1 ARCHITECTURE & .NTERIOR DESIGN, INC. 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.foru march itectu re. com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 RAA$ . - - -1 -1 Zephyrhills, FL 09/04/2015 SET DIET U IONS: SHEET REVISIONS: EDITED BY: KG N r PROJECT NO. U Z 14-2984 Wall Sections r 00 M U 0 N T 0 r 0 N zt 00 C: O N 0 :w Roof Truss at Tenant Separation L Parallel / Parallel 1-1 /2" = 1'-0" ��` Parallel / Parallel 1-1 /2" = 1'-0" Floor Truss at Tenant Separation ' J Parallel / Parallel 1-1 /2" = 1'-0" � Parallel / Parallel 1-1 /2" = 1'-0" Roof Truss at Tenant Separation Perpendicular / Perpendicular 1-1 /2" = 1'-0" Floor Truss at Tenant Separation Perpendicular / Perpendicular 1-1 /2" = 1'-0" Perpendicular / Perpendicular Perpendicular / Perpendicular 1-1 /2" = 1'-0" 1-1 /2" = 1'-0" SHEET NOTES A REFER TO SHEET A 1.03 FOR ALL GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES. KEY (VOTES 01 CONC. FND. & SLAB PER STRUCTURAL 02 CONTINUOUS P.T. 2X SILL PLATE 03 DOUBLE TOP PLATE, TYP. 04 2x BLOCKING AS NEEDED 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAMMEADER PER STRUCTURAL 07 LEDGER/HANGER PER STRUCTURAL 08 FRAMING PER STRUCTURAL 09 5/8" FIRE -RATED GYPSUM BOARD (EXT. GRADE @ UNCONDITIONED LOCATIONS) 10 2x10 TOP PLATE, TYPICAL 11 LIGHTWEIGHT CONCRETE 12 GYPSUM BOARD PER ASSEMBLY 13 FIBERGLASS BATT INSULATION PER ASSEMBLY 14 FIRE -RATED EXTERIOR GRADE GYPSUM BOARD 15 ALUMINUM RAILING PER ELEVATIONS. 16 FOAM BAND WITH HARD COAT, SEE DETAIL 9 /A6.41 FOR PROFILE 17 DECORATIVE BRACKET PER ELEVATIONS 18 STONE VENEER 19 BASEBOARD TRIM 20 GYPSUM FILLER STRIP 21 EXTERIOR SHEATHING PER ASSEMBLY 22 FIBER CEMENT TRIM BAND PER ELEVATION 23 FIBER CEMENT PANEL 24 FIBER CEMENT SIDING PER ELEVATION 25 CEMENT PLASTER SYSTEM PER ASSEMBLY 26 DOOR AND FRAME PER SCHEDULE 27 ROOF SHEATHING PER ASSEMBLY 28 ROOF UNDERLAYMENT PER ASSEMBLY 29 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 30 TWO PIECE METAL COPING 31 DRAFTSTOPPING 32 R-30 UNFACED BATT INSULATION 1 SIGNIFICANT REVISION HAVE SEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLMNiNG I ACRE I NFERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 I 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 James B. B AR0011 4 SET DIS IBU IONS: 3 EDITED BY: JG PROJECT NO. 14-2984 i Apartments Wall Sections & Details Floor Truss�atCorridor v% Parallel / Perpendicular 1-1/2" = 1'-0" Perpendicular / Parallel 1-1/2„ = 1'-0" 1 -1 /2" = V-0" 1-1/2" = 1 -0" 0 LO 0 N It 0 0 0 Not Used Wall Section At Clubhouse Connection 1-1 /2" = 1'-Off 3/8" = 1 1 -011 Roof Access Section 1-1 /2" = V-0" SHEET NOTES A REFER 1-0 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 <112" 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 1 SIGNIFICANT REVISIONS HAVE SEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ARCHITECTURE & INTERIOR DESIGN, INC. KMNING I ARCHITECTURE I IM'ERIORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com "Er" 1)ET " " r E F I C I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 09/04/2015 ids=l:l1'l� ZL SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Partial Sections A7.15 a_ N SHEET NOTES 00 11 U) 0 0 N 0 0 a 0 a w-- r Not Used NTS Fire Wall Plan First Floor 1-1/2" = 1 °-0" Fire Wall Section ( Corridor Typical Sill And Header Condition 1-1/2" = V-0" Fire Wall Section ( First Floor Corridor 1-1 /2" = V-0" Second, Third & Fourth Floors 1-1/2" = V-0" l First Floor 1 -1 /2" = 1'-0" 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 LEDGERMANGER PER STRUCTURAL 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" CMU FIRE WALL 11 FIREBLOCKING EVERY 10' VERTICAL 12 1/2" SPACE AT ROOF SHEATHING 13 1HR RATED JOINT SYSTEM BY SPECIFIED TECHNOLOGIES INC. OR SIMILAR 14 DOOR THRESHOLD PER SCHEDULE 15 DOOR PER SCHEDULE 16 DOOR FRAME PER SCHEDULE 17 5/8" FIRE -RATED GYP. BD. SHEATHING, W12x2 CLEATS @ UNDERSIDE OF ROOF SHEATHING, 4' MIN FROM FIRE WALL 18 FIRE CAULK 19 NOT USED 20 NOT USED 21 MORTAR JOINT 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS I mf 1 I r j I I , 1, 1 1 INTERIORARCHITECTURE & DESIGN, INC. 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 Zephyrhills, FL 09/04/2015 _ SHEET REVISIONS: EDITED BY: JG W 0 PROJECT NO. 14-2984 U Z Apartments Building Separation - Fire Wall Sections & Details 00 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 Fiber Cement Siding at LoW Roof CASING BEAD TWO PIECE METAL COPING SELF -ADHERING MEMBRANE BUILDING WRAP PAPER BACKING AS SPECIFIED LATH AS SPECIFIED CEMEN PER EXTERIOR PER Parapet Detail 8 at Cement Plaster SEALFASTENER PENETRATION 2x P.T. BLOCKING �-- BW Bw Bw— Bw Bw— Bw— Bw— 6W SAM SAM SAM SA SAM SAM SAM TWO PIECE METAL COPING �Q SELF -ADHERING MEMBRANE I< m� jmI BUILDING. WRAP PAPER BACKING m� AS SPECIFIED ! LATH AS SPECIFIED i % I �A r F� f m SEALANT EXTERIOR SHEATHING PER ASSEMBLY m m FIBER CEMENT TRIM SIZE PER ELEVATION m CONT. SEALANT BEAD I f� 3 m FIBER CEMENT SIDING m PER ELEVATION FParapet Detail 7 at Fiber Cement Siding G BEAD ADHERING 3RANE )ING WRAP R BACKING "ECIF'IED AS SPECIFIED =NT PLASTER NSSEMBLY RiOR SHEATHING NSSEM BLY 6" = 1'-0" SEALFASTENER PENETRATION )F MEMBRANE 'ERIOR SHEATHING ASSEMBLY 6" — 1'-0" 6€€ = 1€-0€€ PER PLAN ROOFING PER ASSEMBLY MTL. DRIP EDGE 2X PT FASCIA W/ ALUM. WRAP P.T. BLOCKING 1x P.T. NAILER PERFORATED VINYL SOFFIT P.T. BLOCKING SEALANT W/ BACKER ROD FIBER CEMENT TRIM BOARD Roof Overhang Detail at Hip Roof End Not Used Not Used [c�i�iyl NTS NTS NOTE F=_ 4 aI . .,,,_"�. ..,..,.. ; CEMENT PLASTER--------m ...........,�..� LATH I PELT m' ! , % INSULATION PER ASSEMBLY EXTERIOR SHEATHINGm PER ASSEMBLY INTERIOR SHEATHING PER ASSEMBLY 4" WIDE SELF -ADHERING, SELF -HEALING MEMBRANE PT SILL PLATE PER ARCHITECTURAL & STRUCTURAL DRAWINGS mo I CONT SILL SEALER BUILDING WRAP-- ��.. �� Iim — ZAY-0" -------- WEEP SCREED W/ NO HOLES l 'v �! a o (D CONCRETE SLAB 0 P z U_ - f co �, ----- Cement I I r-%etail at Grade FIBER CEMENT SIDING BUILDING WRAP EXTERIOR SHEATHING FIBER CEMENT STARTER STRIP su c� co z. 00 SidinoN Sill Detail at Grade INSULATION INTERIOR SHEATHING PT SILL PLATE PER ARCHITECTURAL & STRUCTURAL DRAWINGS CONT SILL SEALER T CONCRETE SLAB tSHE ICANT REVISIONS HAVE BEEN MADE TO TI DUE TO THE CHANGE TO A WOOD FRAME TURE AND ENCLOSING THE CORRIDORS 6" = 1'-0€1 3�ORUME a n ARCHITECTURE & INTERIOR DESIGN, INC. c PLANNING I ARCHITECTURE IIWB;UORDESIGN c rn .N 745 orienta avenue, suite 1121 ® altamonte springs, fl 32701 0 phone: 407.830.1400 S fax: 407.830.4143 AA0002731 r www.forumarchitecture.com U m L U Q E 0 U. on® o®o 0 Ban Ban c ® ❑ a) c no "41AL BE"NE"Flu U c 3 COMMUNITIES x 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 0 m L 0 L 0 0 c 0 E 3 U 0 a .cummerset N N t U w 0 E 0 o Zephyrhills, FL W. 09/04I201,9--1 c a c uI c iv I �- i TIONS: SHEET REVISIONS: A7.31 D- w u� 0 N O M A -a O MEMBRANE SEALANT DECK SHEATHING PER ASSEMBLY METAL BASE FLASHING 4"x6" CONTINUOUS CANT BEAD 4" u INSULATION PER ASSEMBLY SHEATHING PER ASSEMBLY 611 = 11-011 EXTERIOR SHEATHIN PER ASSEMBL FIBER CEMENT SIDIN SELF-ADHERIN MEMBRAN BUILDING WRP STARTER STR NO SEALAN METAL FLASHIN SEAL4 BUILDING WRP FIBER CEMENT PANE SEAL4 FIBER CEMENT TRI at Fiber Cement Siding LIGHTWEIGHT CONCRETE TOPPING SLOPED TOP CHORD TRUSS PER STRUCTURAL DRAWINGS DECK SHEATHING SPACERS ELASTOMERIC MEMBRANE METAL T-BAR NO SEALANT METAL FLASHING 1x4 PT, PAINTED (MITER AT BALCONY CORNER) SEALANT FIBER CEMENT TRIM PER ELEVATION BUILDING WRAP FIBER CEMENT PANEL EXTERIOR SHEATHING PER ASSEMBLY BEAM PER STRUCTURAL DRAWINGS URAL CE FRAMING PER STRUCTURAL & ARCHITECTURAL DRAWINGS EXTERIOR SHEATHING PER ASSEMBLY BUILDING WRAP PER SPECIFICATIONS SIDING PER SPECIFICATIONS CONT SEALANT Wt BACKER ROD AS NEEDED SELF -ADHERING MEMBRANE TO WRAP CORNER MINIMUM 12" EACH SIDE at Fiber_ Cement Siding FRAMING PER STRUCTURAL & 3I ARCHITECTURAL DRAWINGS CEMENT PLASTER !� EXTERIOR SHEATHING PER ASSEMBLY I f 6 BLDG WRAP i PAPER BACKING— } ,�x m �jLATH �m I®BW® at Cement Plaster Finish a c N c L ARCHITECTURE & INTERIOR DESIGN, PLANNING I R INTEIRJORIDESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www. fo ru ma rch itectu re . com 5-4 '13"ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL .a. 1 F SET 0 SHEET REVISIONS: { EDITED BY: KG PROJECT NO. .. 'd 3 00 Ig O N O 0 a Not Used NTS EXTERIOR SHEATHING F SELF-ADHERII B FIBER C S SEALANT W1 BACKER ROI AS NEEDEI FOAM BAND PER ELE BUILDING WRAP PAPER BACK LATH CEMENT PLASTER Trim Band Section at Fiber Cement Siding to Cement Plaster 611 = 11-011 FRAMING PER ASSEMBLY EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT PANEL BUILDING WRAP SELF -ADHERING MEMBRANE NO SEALANT METAL FLASHING SEALANT FIBERCEMENT TRIM SEALANT WITH BACKER ROD FIBER CEMENT SIDING 0 2Trim Band Section at Cupola 6'° = 1 °-011 Y.' ARCHITECTURE & L INTERIOR DESIGN, INC. PLANMNG I ARCHITEMRrE I Oaf f MM DESIGN n i 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 i Zephyrhills, FL 09/04 015 Rrs 0 ' 00 1224 ; ,� r :.�� �► V A SHEET REVISIONS: s EDITED BY: KG PROJECT NO. 14-2984 Apartments i Wall Sections Details J A7.33 1 11' 11 1'i 19 I - _ 1 1 11 --1 --I .. 11 __ __1 I - -- _ _ __' _'_ _II in] IR 11 it IL I w I - - - - - --- _ -- I I- z a 00 Not Used E METAL FLASHING SEALANT FRAMING PER STRUCTURAL FIBER CEMENT TRIN SEALANT WITH BACKER ROD SEALANT FIBER CEMENT SIDINC BUILDING WRAF EXTERIOR SHEATHING PER ASSEMBLY Trim Band Section Trim Band Section at Build -Out INTS 611 = 11-011 P.T. 2X WOOD BLOCKING METAL FLASHING METAL FASCIA SEALANT WITH BACKEROD AS NEEDED CASING BEAD WITH NO WEEP HOLES EXTERIOR SHEATHING BUILDING WRAP PAPER BACK LATH CEMENT PLASTER Edge Fiashinl At Stair to Roof Access Fiber Cement Siding Sill Detail at Built Out SEALANT EXTERIOR SHEATHING PER ASSEMBLY BEAM/HEADER PER STRUCTURAL BUILDING WRAP FIBER CEMENT PANEL FIBER CEMENT TRIM SEALANT FIBER CEMENT TRIM Soffit Dri w �W a 0 �ROOF MEMBRANE ra is sar ! lw learra! war IM-ENT M PER ASSEMBLY 611 = 1 1-011 P.T. 2X WOOD BLOCKING METAL FLASHING METAL FASCIA SEALANT WITH BACKEROD AS NEEDED CATION PER ASSEMBLY CASING BEAD WITH NO WEEP HOLES ILL PLATE PER ARCHITECTURAL & CMU PER ASSEMBLY JCTURAL DRAWINGS T SILL SEALER 611 = 1 1-011 611 = 1 1-011 Edge Fl shin At Elevator ROOF MEMBRANE A/1P i l61RPP81 A\/flgCfiT M PER ASSEMBLY 611 = 11-011 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 4aao Dan aoa aoo 1] no BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 1 N o Zephyrhiils, FL N 09104Q0T5 Want r. 11 �r EDITED BY: KG PROJECT NO. 14-2984 Apartments 1 1 Wall Sections Details � L EL W I 10 KV, U U) a N O O O M d O N 00 C O 0 3 a r O LO rn SN c O U O ^L I..L ti LO m N C 7 t7 U O U Q a Exterior Entry Section Not Used Not Used 1 1/2" = 1'-0" 7- I L 6 A7.31 C: Exterior Wall Section at Roof Overhang Exterior Wall Section at Slab r=_ - - Exterio�rC olum�nS�e tion 1 1/2" = 1'-0" 1 A7.31 1 1/2" = 1'-0" Exterior Column Section 1 1/2" = 1'-0" 1 1/2" = 1'-0" Exterior Wall Section Typical at Clubhouse 1 1/2" = 1'-0" 1 1/2" = 1'-0" Typical at Clubhouse 1 1/2" = 1'-0" SHEET NOTES A REFER TO SHEET A 1.03 FOR ALL GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES. KEY NOTES 01 CONC. FND. & SLAB PER STRUCTURAL 02 CONTINUOUS P.T. 2X SILL PLATE 03 DOUBLE TOP PLATE, TYP. 04 2x BLOCKING AS NEEDED 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAMMEADER PER STRUCTURAL 07 LEDGER/HANGER PER STRUCTURAL 08 FRAMING PER STRUCTURAL 09 5/8" FIRE -RATED GYPSUM BOARD (EXT. GRADE @ UNCONDITIONED LOCATIONS) 10 2x10 TOP PLATE, TYPICAL 11 LIGHTWEIGHT CONCRETE 12 GYPSUM BOARD PER ASSEMBLY 13 FIBERGLASS BATT INSULATION PER ASSEMBLY 14 FIRE -RATED EXTERIOR GRADE GYPSUM BOARD 15 ALUMINUM RAILING PER ELEVATIONS. 16 FOAM BAND WITH HARD COAT; SEE DETAIL 9 /A6,41 FOR PROFILE 17 DECORATIVE BRACKET PER ELEVATIONS 18 STONE VENEER 19 BASEBOARD TRIM 20 GYPSUM FILLER STRIP 21 EXTERIOR SHEATHING PER ASSEMBLY 22 FIBER CEMENT TRIM BAND PER ELEVATION 23 FIBER CEMENT PANEL 24 FIBER CEMENT SIDING PER ELEVATION 25 CEMENT PLASTER SYSTEM PER ASSEMBLY 26 DOOR AND FRAME PER SCHEDULE 27 ROOF SHEATHING PER ASSEMBLY 28 ROOF UNDERLAYMENT PER ASSEMBLY 29 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 30 TWO PIECE METAL COPING 32 R-30 UNFACED BATT INSULATION 1 SIGNIFICA=TOA N MADE TO THIS SHEET DUOOD FRAMESTRUCTUCORRIDORS ARCHITECTURE & INTERIOR DESIGN, INC. PLMNING I AC111TECTuRE I 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ono nno, 00o no o � �A BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL SHEET REVISIONS: 08/21/15 1 Structural Revision .........._._.. . i I� z EDITED BY: KG PROJECT NO. 14-2984 Clubhouse SE Cu ca U U) 2 a N CD O CD O N 00 C O .O O 0 SHEET NOTES A REFER TO SHEET A 1.03 FOR ALL GENERAL NOTES KEY NOTES 01 CONC. FND. & SLAB PER STRUCTURAL 02 CONTINUOUS P.T. 2X SILL PLATE 03 DOUBLE TOP PLATE, TYP. 05 PRE-ENGINEEREED TRUSS PER STRUCTURAL 06 BEAM/HEADER PER STRUCTURAL 07 LEDGER/HANGER PER STRUCTURAL 09 5/8" FIRE -RATED GYPSUM BOARD (EXT. GRADE @ UNCONDITIONED LOCATIONS) 10 2x10 TOP PLATE, TYPICAL 11 LIGHTWEIGHT CONCRETE 12 GYPSUM BOARD PER ASSEMBLY 13 FIBERGLASS BATT INSULATION PER ASSEMBLY 15 ALUMINUM RAILING PER ELEVATIONS. 16 FOAM BAND WITH HARD COAT; SEE DETAIL 9 /A6.41 FOR PROFILE 17 DECORATIVE BRACKET PER ELEVATIONS : 20 GYPSUM FILLER STRIP 21 EXTERIOR SHEATHING PER ASSEMBLY 22 FIBER CEMENT TRIM BAND PER ELEVATION 23 FIBER CEMENT PANEL a 25 CEMENT PLASTER SYSTEM PER ASSEMBLY 26 DOOR AND FRAME PER SCHEDULE 27 ROOF SHEATHING PER ASSEMBLY 29 ROOF CLADDING PER ASSEMBLY AND ELEVATIONS 30 TWO PIECE METAL COPING 31 DRAFTSTOPPING 32 R-30 UNFACED BATT INSULATION 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com lji6 Do BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 ummerset Apartments Zephyrhills, FL SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Wall Sections & Details 3° = 1-011 Section at Breezeway 1 1/2" = 1a-O" 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 1 1 N 1 N co 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 "UNO". :R CEMENT SIDING ZINGLOK" FLASHING i-CAP ANGLE " FIBER CEMENT TRIM SEALANT -DING WRAP MINUM DRIP EDGE MINUM FASCIA CLADDING )F UNDERLAYMENT .DING WRAP NO SEALANT COUNTER FLASHING -DING TAPE END -CAP ANGLE METAL ROOF SYSTEM " FIBER CEMENT TRIM MINUM FASCIA CLADDING )F npr.v 17. INSTALL METAL ROOF PER MANUFACTURER INSTRUCTIONS. 18. INSTALL 2X2 END -CAP ANGLE. 19. INSTALL TWO-PIECE COUNTER FLASHING (COUNTER FLASHING) AS SHOWN CCO FLASHING REGLET BUILDING WRAP BUILDING TAPE FIBER CEMENT SIDING SEALANT " FIBER CEMENT TRIM MINUM FASCIA CLADDING ,JF DECK PTC11 f►. 13. UNFOLD BUILDING WRAP OVER SELF ADHERING MEMBRANE. 14. INSTALL 4" BUILDING TAPE OVER BUTTERFLY SECTIONS AT BOTH ENDS OF THE ROOF TO WALL FLASHING. BUILDING TAPE MUST EXTEND OVER BUILDING WRAP CUTS. 15. INSTALL FIBER CEMENT SIDING PER MANUFACTURER INSTRUCTIONS. 16. SEAL ALL VERTICAL JOINTS AS SHOWN. 1 1l2" SELF -ADHERING MEMBRANE RECEPTOR F-ADHERING MEMBRANE FIBER CEMENT TRIM F-ADHERING XIBLE FLASHING ALUMINUM FASCIA CLADDING ROOF UNDERLAYMENT )F DECK 8, INSTALL 3"X3 °' FIBER CEMENT TRIM END PIECE FROM THE LOWER EDGE OF RAKE ROOF FASCIA AND UP TO 7 4" OVER THE TOP OF RAKE ROOF. SEE CUT DETAIL. 9. INSTALL ALUMINUM FASCIA CLADDING. 10. INSTALL ROOF UNDERLAYMENT OVER ROOF DECK, 2" OVER ALUMINUM FASCIA AND 7 4' UP OVER THE PREVIOUSLY PRIMED WALL SHEATHING 11, INSTALL TWO-PIECE COUNTER FLASHING (RECEPTOR) 7 4" ABOVE ROOF DECK. 1Z INSTALL SELF -ADHERING MEMBRANE OVER TWO-PIECE COUNTER FLASHING (RECEPTOR). SHEATHING IACK BOARD ;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. 7. INSTALL 3"X7 4' BACK BOARD AS SHOWN. s ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIORDI 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 Apaftments N o Zephyrhills, FL N 2 09/04/2015 LO c 0 e►„ • )j� 4 rr �0, ■ am Black 0011224 SET DISTRI UTIONS: SHEET REVISIONS: I EDITED BY: KG i I: PROJECT NO. 14-2984 Roof to Head Wall Detail A7.51 FORUME a� n co It O N 0 0 0 PAPER -BACKED I METAL LATH BUILDING WRAP Im SELF -ADHERING MEMBRANE — CEMENT PLASTER 3 m CASING BEAD x Wl HOLESti amN NO SEALANT ". TWO-PEICE COUNTER FLASHING 1x6 FIBER CEMENT BOARD i EXTERIOR SHEATHING PER ASSEMBLY ROOF UNDERLAYMENT 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 STEP D: 21. SEAL ALL JOINTS AND GAPS "UNO". 6" ® 1'-0" .DING WRAP :R BACK 4L LATH 1CCO FLASHING REGLET" ING-LOCK ANGLE CAP SEALANT )F MANUFACTURER )-WALL FLASHING IT. SEALAN T SEALANT FIBER RENT TRIM IF UNDERLAYMENT MINUM FASCIA CLADDING )F DECK CEMENT PLASTER NO SEALANT METAL LATH CASING BEAD WITH WEEP HOLES 17. INSTALL BACKER BOARD AS SHOWN. 13. 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 41, 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 BUILDING TAPE SELF -ADHERING MEMBRANE ROOF UNDERLAYMENT CASING BEAD 2x2 END -CAP ANGLE PAPER BACK METAL LATH CEMENT PLASTER CONT. SEALANT Vx2" 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 FUNDERLAYMENT ING BEAD PAPER BACK R CEMENT TRIM METAL LATH 'FIBER CEMENT TRIM )F UNDERLAYMENT :R CEMENT FASCIA BOARD s of win j it wi SELF -ADHERING MEMBRANE COUNTER FLASHING RECEPTOR .F-ADHERING MEMBRANE FIBER CEMENT TRIM .F-ADHERING XIBLE FLASHING ALUMINUM FASCIA CLADDING ROOF UNDERLAYMENT DF DECK SHEATHING )ELF -ADHERING AEMBRANE IUILDING WRAP DECK SHEATHING (BENEATH) 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ; s a ephyrhills, FL n 09/04/2015 _ N m c .' SHEET REVISIONS: EDITED BY: KG PROJECT NO. Roof to Head Wall Detail A7.52" SHEET REVISIONS: EDITED BY: KG PROJECT NO. Roof to Head Wall Detail A7.52" Roof to Wall Detail - Side Wall at Fiber Cement Siding with Wood N I N 20. SEAL ALL VERTICAL JOOINTS. 00 ti I T C N 0 I) 0 -6 0 LTrL"III - 1T 1 11k1^ M"r Ann[ &AMI V CO FLASHING _T" G LOCK EALANT RLAYMENT 1UT IING ADHERING RANE =DGE A CLADDING CEMENT ING WRAP )EAM EM LASHING PER MFR RLAYMENT 0" = 1'-011 STEP D: 14. UNFOLD BUILDING WRAP OVER SELF ASHERING MEMBRANE. 15. INSTALL 4" 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 UILDING WRAP UILDING WRAP UILDING TAPE ETAL ROOF YSTEM )UT FLASHING RLAYMENT ,CEMENT ADHERING IRANE EDGE IA DING EALANT IBER CEMENT inwr; _F-ADHERING MBRANE COUNTER SHING OF DERLAYMENT IT VG DHERING ANE )GE CLADDING :EMENT JG WRAP STEP C: 11. INSTALL ROOF UNDERLAYMENT OVER ROOF DECK AND 5" UP OVER PREVIOUSLY PRIMED WALL SHEATHING. 12. INSTALL COUNTER "Z" FLASHING 6" ABOVE ROOF DECK AND OVER PREVIOUSLY INSTALLED FIBER CEMENT TRIM. 13. INSTALL SELF ADHERING OVER COUNTER "Z" FLASHING. cp IC90. )OF PITCH (ICKOUT FLASHING )ELF -ADHERING MEMBRANE )RIP EDGE =ASCIA CLADDING =1BER 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. CUT 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. -IEATHING DECKING SELF -ADHERING FLEXIBLE FLASHING ;: IT TG�� 1;� 11 �4 11 L% I I ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHRECTURE I K RIORDESIGN 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 09/04/2015 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Roof to Side Wall Details A7.53 Window Installation Details Note: "Sealant" to be Exterior Sealant as Specified 3 24 GA. INDp" 4 FORUME ALUM. R U z OFPT L C G N FLASHING r ° AR CHITECTURE RCHITECTURE & gU0.pING � N op INGWRAP r LNG p NGW�P y , INGWRAP ING P gUILDINGWP /,rr p� r r, Wgpp W N INTERIOR DESIGN INC. BUILD,,pr irri r'r'ri H J , p rrgrrrq , ir �ii ,r r,ri�rr�r p rii rir, ii BUILD GW U ,,,o,,% , � ., O,, ,,,,•. � ,o,,r,. r •. NAILING FIN � o, : g gUILDIN T c INGW r BUILD gUILDINGW gUILDIN q r, � UILDIN ri, rrr' BUILDI p, r,' , .. • � gUILDI ri, rr' .- gUIL i, ri `''ix PLANN� I 11 Ly LU I 1JC�7n71� WINDOW *, BU LDINGWW s ,:: WRAP WRAP .,-.._.... "s _ •. : •:.. � � i �' -(WRAP •: WRAP m S B. LDINGW�P D B LDINGW FRAME WRAP € ' m A,_r, IBUILDINGW B B 74' +WWW � x. :r.. gUILDI .� gUILDI t ,.BUILDING a-. BUILDI UILDI' ,� : UILDorienta ave ue suite 1121 5 ngUILDINGI. ° altamonte springs, fl 32701 pINGWLDINGW a LDINGWRWR; WRAP ; p :WRAPWRAP j :• WRAP iD cphone: 407.830.1400 Typical Fastener Detail gUILDING BUILDING BUILDINGW •, BUILDI M BUILDI - •: Q. ; ,; ; fax: 407.830.4143 W(2AP WRAP P _ 1_ BUILDI P BUILDI e WRY BUILDI WBAp ' IDE AA0002731 NDUBE P „ - 3 4•• W Fr.. wRA lids ' www.forumarchitecture.com INGWRAP But, ILDIN ••' • • • • • • • • • 2 .. , .. G`•" P..-. DI ILDINGWRAP DI UILDINGVSW ILDI , iB��INGW "BUILDING BUILD BUI�� gUILDI BUILD y . BUILD Bull LDINGW BU eBUILDIN..�.:' gUIL BU B B .:' _DING NG A C D E P u Q 6 M\N. ......... .. ... .gUILDINGWRAP N gUILDINGWRAP I ING'W V BJ�LDINGW A DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 F DIAGRAM 4 DIAGRAM 5 DIAGRAM 6 DIAGRAM 7 DIAG M 8 DIAGRAM 9 DIAGRAM 10 o0 00 o 00 0 DIAGRAM 1 DIAGRAM 3 DIAGRAM 4- DIAGRAM 6 DIAGRAM 9 C o RESISTANT BUILDING WRAP OVER WINDOW OPENING Y 10" NO - (FORMABLE) ADHERING MEMBRANE OVER NAILING FIN AT SIDES/JAMBS (WIDE STEP Q: ATTACH ALUMINUM FLASHING AT HEAD OF WINDOW WITH STEP T: FOLD BUILDING WRAP DOWN AT HEAD OVER THE ,°� STEP A: WEATHER STEP F: APPLY NON -MEMORY SELF ADHERING MEMBRANE (FORMA E STEP K: APPLY SELF AND SHEATHING. AT SILL OVER PREVIOUS MEMBRANE AND UP SIDE AT LEAST 6" FROM ENOUGH TO EXTEND PAST SIDE FINISHED TRIM BAND BY 2" AND LONG ENOUGH TO FASTENERS. ALUMINUM FLASHING AND SELF -ADHERING MEMBRANE. B CORNER. EXTEND PAST BOTTOM FINISHED TRIM BAND & THE TOP NAILING FIN BY 2"). DO NOT STEP B: CUT THROUGH BUILDING WRAP IN SHAPE OF MODIFIED "I". APPLY SELF -ADHERING MEMBRANE TO SILL OR HEAD. DIAGRAM 7 - STEP U: SECURE FLAP OF BUILDING WRAP WITH 6" NON -MEMORY 3 1L EXTENDING 8" OVER HEAD OF WINDOW OPENING. STEP G: PRIME EXPOSED SHEATHING. STEP R: APPLY 6" NON -MEMORY SELF -ADHERING MEMBRANE (FORMABLE) SELF -ADHERING MEMBRANE (FORMABLE) AT SEAMS. ,n COMMUNITIES DIAGRAM 5 - OVER ALUMINUM FLASHING AT TARGET LOCATION OVER CORNERS AS DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 2 STEP H: APPLY CONTINUOUS BEAD OF SEALANT AT HEAD AND JAMBS ON STEP L: FORM 24 GAUGE ALUMINUM FLASHING FOR HEAD OF WINDOW AS SHOWN. SHOWN. DIAGRAM 10 - 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 STEP C: FOLD FLAP UP ABOVE HEAD AND TEMPORARILY SECURE. INSIDE OF WINDOW NAILING FIN TO ENSURE THAT SEALANT WILL SQUEEZE (COLOR TO MATCH WINDOW) STEP V: BEFORE INTERIOR SHEATHING INSTALLATION, APPLY r THRU SCREW LOCATIONS AND OUT NAILING FIN EDGE. IF SEALANT IS NOT DIAGRAM 8 - SEALANT AT INTERIOR WINDOW SILL AND WINDOW FRAME, DIAGRAM 1 - DIAGRAM 2 - STEP D: FOLD SIDE AND BOTTOM FLAPS INTO ROUGH WINDOW OPENING. VISIBLE AT THESE LOCATIONS, WINDOW WILL NEED TO BE RE -INSTALLED. STEP M: CUT BOTH ENDS TO CREATE FOLDABLE FLAPS TO FIT WINDOW HEAD AS STEP S: APPLY SELF -ADHERING MEMBRANE (WIDE ENOUGH TO EXTEND 2" EXTENDING UP THE SIDES TO WINDOW OPENING. (APPROX. 1" MIN.) 0 CLEAN ALL SURFACES PER SEALANT MANUFACTURER RECOMMENDATIONS. SHOWN. STEP A: DRILL HOLE TO FIT FASTENER. STEP C: PLACE ITEM TO BE SECURED AS REQUIRED BY ASSOCIATED DETAIL. PAST STUCCO BAND WIDTH) OVER ALUMINUM FLASHING, TARGET STRIPS, 3 STEP E: APPLY SELF -ADHERING MEMBRANE AT SILL, WIDE ENOUGH TO (DO NOT APPLY SEALANT AT SILL) STEP W: OPEN WINDOW AND APPLY SEALANT TO BOTTOM INSIDE AND SIDE MEMBRANES, AS SHOWN. C STEP B: FILL HOLE COMPLETELY WITH SEALANT. DIAGRAM 3 - ALIGN WITH INSIDE EDGE OF SILL AND EXTEND PAST STUCCO BAND BY 2". STEP N: FOLD TOP FLAP DOWN FIRST. CORNERS OF THE ACTUAL ALUMINUM WINDOW FRAME. a STEP J: SET \WINDOW IN ROUGH OPENING PER MANUFACTURER E STEP D: INSERT FASTENER INTO HOLE FORCING SEALANT TO SQUEEZE OUT INSTRUCTIONS. OF PENETRATION AND AROUND FASTENER. STEP P: FOLD FRONT FLAP OVER PREVIOUS TOP FLAP. DO NOT SEAL. L Summerset Typical 2-Piece Vent Cover Detail Typical Wire/Pipe Penetration Detail N .0 Apartments U w gUI1DINGW gUILDINGW q BUILDINGW BUILDINGWW 0 P 0 UIIpINGWP BUILDINGW INGWRAP E BUILD gUILDINGW GWRAP gDILDIND�"'"'_ �p / \ / c o Zephyrhills, FL gUILDI \ Y� BUILDINGW • UI : a I �rrY--y » i\ �. GWRAP GWgAP p BUILDINGW •' BUILDING'`'""'.. D B i. . I BU - " :i \ gUILDIN gUILDIN BUILDING D gUILDING F 09/04/201 I i •�. P i GWRAP GwRAP GWRAP UILDINGWRAP RAP RA .L� i gUILDIN BUILDIN gUIL g BULL dGw I BUILDI \ BUILDIN `I : 4 1 `���. _ f INGWw' O \ BUI BUI : INGW -ILDINGW LDINGWRAP LID ILDIN •U GWP - BUILD q B RAP • C BUILDIN BUILDINGW BUILDINGW P GW 7 UILDINGWRA BUILDING UILDING E BUILDIN INGW BUILDINGW gUILDINGW RA RA B B B BUILD BUILDINGW P BUILDINGW P ,yppP DINGW DING MGWRA pINGW C1 ,. I/.\� BUILD f� � •V. CWRAP C �GV G _ UILDINGW GW ; C • S _ !► BUILDIN' BUILDIN I BUILDIN 0 B gUILDIN Q C/� gUILDINGW P g INGWRAP gUILDINGWRAP BUILDINGW 9U G C • • • DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 DILD pIN WW m UILDINGWW B UILDINGWRAP UILDINGWRAP gU1LDINGW�p G p .3 A 11 24 B B B BUILDIN W� N �—• DIAGRAM 1 - DIAGRAM 3 - s Fp'•�+ STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF OPENING. STEP D: APPLY 6" SELF -ADHERING MEMBRANE ON BOTH SIDES OF VENT /� DIAGRAM 4 COVER, EXTENDING 3" ABOVE TOP VENT COVER EDGE AND PAST DIAG RAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 5 ° STEP B: APPLY SEALANT BEHIND VENT COVER MOUNTING PLATE SELF -ADHERING MEMBRANE ON BOTTOM. m James lack BEFORE INSTALLING VENT COVER MOUNTING PLATE INTO HOLE OVER DIAGRAM 1 - DIAGRAM 3 - DIAGRAM 5 - e A 11 24 BUILDING WRAP. INSTALL VENT COVER PER MANUFACTURER SPECS. DIAGRAM 4 - STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF WIRE/PIPE. STEP D: WRAP FLAPS OF SELF -ADHERING MEMBRANE AROUND WIRE/PIPE, STEP F: WRAP FLAPS OF SELF -ADHERING MEMBRANE AROUND Q SET DISTRIB IONS: STEP E: APPLY 6" SELF ADHERING MEMBRANE AT TOP OF VENT COVER, AND ADHERE ONE OVER THE OTHER. ENSURE THE SELF -ADHERING WIREIPIPE, AND ADHERE ONE OVER THE OTHER. ENSURE THE DIAGRAM 2 - EXTENDING PAST SELF ADHERING MEMBRANE ON SIDES. STEP B: INSERT WIRE/PIPE THROUGH HOLE. MEMBRANE WRAPS STICKS TO THE ACTUAL WIRE/PIPE, CREATING A BOND SELF -ADHERING MEMBRANE WRAPS STICKS TO THE ACTUAL _ 05108115 Bid_& Permit Set - STEP C: APPLY 6" SELF -ADHERING MEMBRANE AT BOTTOM OF VENT ALL AROUND THE WIRE/PIPE. WIRE/PIPE, CREATING A BOND ALL AROUND THE WIRE/PIPE, COVER, MOUNTING PI ATE EXTENDING 4" PAST EDGE OF VENT COVER ON STEP F: AFTER SIDING APPLICATION, APPLY SEALANT BEHIND VENT COVER L y .... -_ BOTH SIDES. FLANGE ON TOP BOTH SIDES. DO NOT SEAL BOTTOM. DIAGRAM 2 - DIAGRAM 4 - STEP C: CUT SLIT HALFWAY THROUGH AN 6" SQUARE SELF -ADHERING STEP E: CUT SLIT HALFWAY THROUGH A SECOND 8" SQUARE o MEMBRANE AND PLACE BELOW WIRE/PIPE WITH SLIT OPENING AT TOP AS SELF -ADHERING MEMBRANE AND PLACE ABOVE WIRE/PIPE WITH SLIT AT 1 SHOWN. BOTTOM. SECOND SELF -ADHERING MEMBRANE SHALL COMPLETELY o COVER THE FIRST MEMBRANE. - - - --- -_. _., _.___ _.___ —_. 3 N .. ......_..._._.. .................. ........__.._......... ..... _._.__._ ...__......__...._. Typical Sign Installation Detail - Siding Typical Electric Box Installation Detain c ro.. ......... .._................ ._._ c _.._.._...._------_..__.-------_..___—.._.__..__ BUILDINGWRAP BUILDINGWRA`P BUILDING BUILDING BUILDING W 0) BUILDING . RAP P RAP RAP - -- --.. ... _....... BUILDINGW gUILDINGW gUILDINGW BUILDINGW : ... .__,.... ._-.._...._ _-._--....--_ ... _ ,....._._ .._...._..._. N m gUILDING WRAP Q NGWRAP NGW gUILD�NrOP gUILDING / Q SHEET REVISIONS: GN A ' IINGWW :.. '� INGW�P • ." 7. BUILDINGt4P gUILDINGW BUILDINGW gUILDINGW gUILDINGWo C B D B IIDING W D gUILDINGWP Q -- BUIIDINGWRAP BUILDING WRAP BUILDINGW gUILDING WRAP E B E 0 ILL .._ 0 DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 DIAGRAM 5 - ._._. ...... a_ ------ ----------- - __ _ DIAGRAM 1- DIAGRAM 2- DIAGRAM 3- DIAGRAM 1- DIAGRAM 3 - DIAGRAM 4 - t STEP A: PRE -DRILL HOLES AND FILL W1 ACRYLIC URETHANE SEALANT. DO STEP C: INSTALL FIBER CEMENT HORIZONTAL LAP SIDING STEP D: FASTEN SIGN TO TRIM BOARDS. FASTENERS STEP A: PLACE BUILDING WRAP OVER ELECTRIC BOX STEP C: APPLY A LARGE ENOUGH PIECE OF NON -MEMORY STEP D: CUT'X' INTO OPENING OF ELECTRICAL BOX, m NOT PLACE HOLES BETWEEN LAP JOINTS. PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. SHOULD NOT PENETRATE HORIZONTAL LAP SIDING. SELF -ADHERING MEMBRANE TO COVER ELECTRIC BOX BY 3" ON ALL AS SHOWN. _ ............. . ........... - to DIAGRAM 2 - SIDES. WORK MEMBRANE TIGHT AROUND ALL CORNERS OF ELECTRIC STEP B: INSTALL FIBER CEMENT TRIM BOARDS USING PRE -DRILLED HOLES STEP B: CUT BUILDING WRAP AROUND ELECTRIC BOX. BOX DIAGRAM 5 - c o..._...... _ FOR FASTENERS. TRIM BOARDS SHALL BE CUT TO MEASURE LESS THAN STEP E: FOLD TRIANGULAR TABS INTO ELECTRIC BOX. o HEIGHT OF SIGN. _ r m c a� EDITED BY: PROJECT NO. 14-2984 Z Apartments W II �; Ld W Penetration & Window Wco 011! Installation Details U � _ W r N U o Q 1! 0 A7.91 0 LL N co II N C6 U 00 d- r` �n - 0 N 0 rn 0 0 1 R'-Q" ol 5'-41/2" 9 TREADS AT 11" = 8'-3" 6-11/2" GIr 29 O30 N DN 03 DIN 1'-0" 02 11" 5141/2" 9 TREADS AT 11°' = 8'-3" 6-11/2" Roof Stair Plan Stair 2 3/8" = 1'-0" 4th Stair Plan Stair 2 _j I 3/8" = 1'-0" R TRFAnS AT 11" = T-4" lo N SI 11 02 03 1 0 DN 29 30 01 =v DIN 02 11 i 6-31/2" 8 TREADS AT 11" = T-4" 01 5-11/2" 18'-9" 10 3 A8.03 4th Stair Plan Stair 1, 3 & 4 Similar 3/8" = 1'-0" 2nd And 3rd Floor Stair Plan Stair 1 Shown. Stairs 2, 3 & 4 similar 1st Floor Stair Plan Stair 1 Shown. Stairs 2, 3 & 4 similar PIPE & TUBE RAILINGS E SHEET NOTES 1. HANDRAILS AND GUARDS TO BE FABRICATED AS INDICATED ON THE DRAWINGS A G.G. & STAIR MFR. SHALL BE RESPONSIBLE FOR AND AS SPECIFIED. RAILING FABRICATOR'S STATE REGISTERED PROFESSIONAL BRACING OF STAIR INDEPENDENT OF BLDG. TO ENGINEER SHALL BE RESPONSIBLE FOR THE FINAL DESIGN AND PREPARATION OF PROVIDE STABLE STAIR INSTALLATION THE SHOP DRAWINGS AND PROVIDE SIGNED AND SEALED COPIES AS REQUIRED. B RAILINGS, HANDRAILS, & GUARDRAILS SHALL BE 2. HANDRAILS AND GUARDS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST A STEEL WITH PAINTED FINISH 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 C REFER TO THE BUILDING PLAN SHEETS FOR THE POINT ALONG THE TOP AND TO TRANSFER THESE LOADS THROUGH THE CONSTRUCTION ASSEMBLY NOTES SUPPORTS TO THE STRUCTURE. KEY NOTES 3. INTERMEDIATE RAILS (BALUSTERS, PICKETS, AND PANEL FILLERS) SHALL BE 01 11SQ. PICKETS CONTINUOUS (SPACE BETWEEN MUST DESIGNED AND CONSTRUCTED TO WITHSTAND A HORIZONTALLY APPLIED BE < 4") NORMAL LOAD OF 50 LBS. ON AN AREA EQUAL TO 1 SQUARE FOOT INCLUDING OPENINGS. 02 1 1/2" DIA. HANDRAIL TO RESIST 200 PLF 4. GUARDS SHALL HAVE INTERMEDIATE PICKETS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. BOTTOM RAIL SHALL REJECT PASSAGE OF 2" DIAMETER 03 CONTINUOUS GUARDRAIL 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 04 CANE RAIL UNDER STAIRS, RETURN TO WALL 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 05 1 1/2" SQ. POST @ 4'-0" O.C. MAX OTHERWISE REQUIRED BY CODE. 06 STEEL NOSING TO MATCH OTHER TREAD NOSING W/ 5. PROVIDE ALL REQUIRED ACCESSORIES, FITTINGS, AND ANCHORS AS NECESSARY EPDXY PRIMER FOR A COMPLETE INSTALLATION. INSTALLATION SHALL COMPLY WITH APPLICABLE CODE REQUIREMENTS. FINISHES SHALL BE AS INDICATED OR 07 STRINGER: STEEL W/ OUT -TURNED FLANGES, COLOR SPECIFIED, WHERE APPLICABLE, OR AS DIRECTED BY THE OWNER. BY OWNER, PRIMER WITH EPDXY PRIMER 6. SEPARATE DISSIMILAR METALS WITH BUTYL RUBBER OR POLYPROPYLENE GASKET OR MASTIC COMPOUND. 0$ POLYMER KOROLATH SHIM AT METAL TO CONCRETE , CONNECTIONS 7. INSTALL KOROLATH MULTI -POLYMER PLASTIC BEARING SHIM STRIPS, 1/8" THICK, BETWEEN THE BOTTOM OF SURFACE MOUNTED METAL RAILING POST AND 09 ANGLE ON INSIDE FACE OF EACH STRINGER PER CONCRETE SURFACES. MANUFACTURE 3/8" = 1'-0" 3/8" = 1'-0" 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" FIRE -RATED GYPSUM BOARD 14 FIBER CEMENT PANEL 15 NOT USED 16 ALUMINUM T-BAR 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 21 BEAM PER STRUCTURAL 22 METAL ANGLE 23 NOT USED 24 NOT USED 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 29 STANDPIPE PER FIRE SPRINKLER 30 PROVIDE CANE DETECTABLE BARRIER BELOW STANDPIPE VALVES SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 1 (N C 0 N N C C 0 U 7 0 a 0 1 ARCHITECTURE & INTERIOR DESIGN, INC. R ANMINIG I ARCHITE=FtE I IWERIORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BOB nnu BOB °oo o ❑ 00 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 14-2984 Apartments -- - - - -I L CID U 0 N 0 Z 0 Stair At U At Breezeway Floors er Floor Landing 1-1/2" = 1'-0" Stair At Mid Landini Stair At First Floor Slab 1-1/2" = V-0" 1-1/2" = 1'-0" Guardrail To 2" MAX OPENING WALKING SURFACE TO BOTTOM OF HORIZONTAL GUARDRAIL WALKING SURFACE ENING XETS OR BETWEEN PICKET & ADJACENT WALL ical Detail Refer to Elevations For Specific Details RETURN RAIL TO WALL PLAN 2114" SECTION 112" -TOP OF NOSING SECTION AT STAIRS 12" MIN FRONT OF STAIR NOSE TO END OF HANDRAIL RETURN HANDRAIL TO GUARD FO O Z H z Cn < U_ O LL_ W O Z J M O F�■ w ME < O LL_ xU_ Cn Q 0 � z Y C" Q w Elf � J Cn o z Y = Q O O CO O � H M STAIR Handrail Extension Detail at Top of Stair Run on Open Side 3/4" = 1'-0" 3/4" = 1'-0" 1'-0 3/4" = " 12" MIN FRONT OF STAIR NOSE at Top of Stair Run Adjacent to Side Wall DEPTH OF TREADS MIN FROM FRONT OF NOSING TO END OF HANDRAIL RETURN HANDRAIL TO GUARD LU < ow Of Cn CV < STAIR LANDING O z� � o QQ U_ = 0 U_ w oa zo J � co o H a HM at Bottom of Stair Run on Open Side DEPTH OF TREAD MIN FRONT OF STAIR NOSE TO END OF HANDRAIL RETURN HANDRAIL T 0 WALL AIR LANDING O z Z Cn = U_ Ll O O LUQ 90 O O �I Handrail Extension Detail at Bottom of Stair Run Adjacent to Wall ALL 3/4" = 1'-0" 3/4" = 1'-0" 3/411 = 1'-011 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 THE BUILDING PLAN SHEETS FOR THE CONSTRUCTION ASSEMBLY NOTES 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" FIRE -RATED GYPSUM BOARD 14 FIBER CEMENT PANEL 15 NOT USED 16 ALUMINUM T-BAR 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 BEAM PER STRUCTURAL 22 METAL ANGLE 23 NOT USED 24 NOT USED 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 29 STANDPIPE PER FIRE SPRINKLER 30 PROVIDE CANE DETECTABLE BARRIER BELOW STANDPIPE VALVES 1 SIGNIFICAN:AND ISIONS HAVE BEEN MADE TO THIS SHEET DUEHE CHANGE TO A WOOD FRAME STRUCTURENCLOSING THE CORRIDORS 3 ro a FORUME a ARCHITECTURE INTERIOR DESIGN, INC. c PLANNING I ARCHITECTURE I KrERIORDESIGN m .N 745 orienta avenue, suite 1121 0 altamonte springs, fl 32701 .L 2 phone: 407.830,1400 E fax: 407.830.4143 06 06 AA0002731 Www.forumarchitecture.com U BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL ' 09/04/2015 rA ES LAC . AR0011 4 �� EET REVISIONS: 08/21/15 1 Structural Revision .............. ... _ ........ r- _---- -_--- __- ._...... .......____... _..._..........___._. 1 i i............... ....... ... . ... ........... ......... ................. ..... ..__. Apartments i i i Stair Section Details rMT011 %A '.1 I FC-2 FC-2 .fv I-- 1 I-" 1 liV 1 Tvcical Stair Cross Section FC-3 9 A8.02 FC-3 FC-3 Stair Section Stair 1,3 & 4 similar FC-3 8 A8.02 3/8" = 11-01" L 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 THE BUILDING PLAN SHEETS FOR THE CONSTRUCTION ASSEMBLY NOTES 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 4V-6 3/4" TOP OF TRUSS 09 ANGLE ON INSIDE FACE OF EACH STRINGER PER MANUFACTURE 10 SILL SUPPORT: STEEL ANGLE W/ EXP. ANCHOR BOLT PER MANUFACTURE 3T-63/4" TRUSS BRG. 11 STEEL RISER 12 7/16" OSB P.T. WOOD SHEATHING 13 5/8" FIRE -RATED GYPSUM BOARD 14 FIBER CEMENT PANEL 15 NOT USED 16 ALUMINUM T-BAR 17 5/4x FIBER CEMENT TRIM BOARD 29'-6-6 3/8" 4`I� TH FIN. FLOOR 18 METAL FLASHING _ r; 27'-8 7/8" 19 PRE -CAST CONCRETE TREAD W BOLTS ON EACH SIDE TRUSS BRG. W/ STAINLESS STEEL WASHERS & NUTS �CD ®� �LU 20 HANDRAIL EXTENSION TO RETURN TO WALL 21 BEAM PER STRUCTURAL 22 METAL ANGLE 23 NOT USED _ tf9 o Ly 24 NOT USED I� 25 SEALANT O;19'-81/2" 3RD FIN. FLOOR 26 GALVANIZED METAL GRATE LANDING ANCHORED THROUGH ROOF DECK TO SOLID BLOCKING BELOW ��TRUSS BRG. 27 314" METAL HAT FURRING CHANNELS AT 16" OC r� CD `-'y RC-7 28 1/2" GYPSUM BOARD c LO rn 29 STANDPIPE PER FIRE SPRINKLER oyj r w 30 PROVIDE CANE DETECTABLE BARRIER BELOW STANDPIPE VALVES 1, 2'-0" co W ry 7 A8.02 3/8" = 1,1-051 h 9'-10 518" /1 2ND FIN. FLOOR " SIGtSHETT =THE N MADE TO THIS OOD FRAMECORRIDORS FORum■ ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING IAFtCHMECTURE I DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitectu re.com I B"ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 I I11 Zephyrhills, FL 0 SHEET REVISIONS: EDITED BY: D PROJECT NO. 14-2984 I' 0 (2) LAYERS 518" GYP. BOARD CONTROLLER PER ELEVATOR MFR. TOP LANDING 3/4" = 1 -011 1' -1 /2" = 1'-0" FC-3 FC-3 FC-3 2 A7.34 1 A7.34 J� 3 A8.21 CORRIDOR m" CORRIDOR SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 AND A1.05 FOR RC 5 SLOPE C CONSTRUCTION ASSEMBLIES 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). -d 04 CAR SHALL FIT 24"x76" STRETCHER OL 45-5 518" 11 T.0 SHAFT 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 RC 1 SHAFT SIZE, EQUIPMENT ROOM REQUIREMENTS, ETC. OL 40'-6 314" CONTRACTOR MUST SUBMIT COMPLETE PRODUCT FIN. ROOF DATA AND INSTALLATION REQUIREMENTS TO THE ARCHITECT FOR REVIEW E PREPARATION AND INSTALLATION SHALL COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS w O, 37'-6 314" TRUSS BRG F ELEVATOR AND THE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, AND r M < ACCESSIBILITY REQUIREMENTS ^ t UNIT G FINISHES FOR ENTRANCE AND CAB INTERIOR TO BE G SELECTED BY THE INTERIOR DESIGNER OR THE 09 G LU ' OWNER ` U KEY NOTES a- -: 01 SLAB PER STRUCTURAL EI 02 CONTINUOUS BENTONITE CLAY WATERPROOFING r. AND PROTECTION BOARD AT EXTERIOR FOUNDATION f WALLS AND UNDERSIDE OF PIT Fc-1 — — EA 29' -6 318" — OL FIFLOOR 03 BEAM / LINTEL, SEE STRUCTURAL 04 8" HOIST BEAM SUPPLIED BY KONE, INSTALLED BY GC 27`-8 7l8" ELEVATOR TRUSS BRG 05 CMU WALL PER ASSEMBLY HOISTWAY (2-HOUR RATED) . 06 LADDER, OSHA APPROVED TO PIT FLOOR t uNlr 07 LIGHT, SWITCH & FIXTURE PLACEMENT AS SHOWN. WM-6 v COORDINATE WITH MFR. & ELEC. DWGS. 08 SUMP PIT, SEE STRUCTURAL 09 HOISTWAY DOOR, 90 MINUTE RATED MTL. DOORS, I ° r . THRESHOLD & JAMB. COORDINATE WITH MFR. F.: 10 CONCRETE FOUNDATION WALL PER STRUCTURAL r< t Fc 1 11 HOISTWAY VENT PER MECHANICAL PLANS O,19'-8 112" FIN. FLOOR 12 SEALANT 13 DOOR JAMB PER MFR. h1T11" -, TRUSS BRG 09 09 05 07 06 UNIT s FC-1 _ OL 9`-10 518" FIN. FLOOR 8'-1 118" TRUSS BRG UNIT 0'-0" FIN. FLOOR 3/8" = 1'-0" 3/811 _ 11 -0" 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 3 m r �ORUME ARCHITECTURE & Q INTERIOR DESIGN, INC. c PLANNING I ARCHITECTURE I IMERIORDESM m .N 745 orienta avenue, suite 1121 altarnonte springs, fl 32701 ' phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 3 www.forumarchitecture.com IF ®nn nno nog o0 0 0 o® BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 09/04/2015 EDITED BY: PROJECT NO. 14-2984 Apartments Elevator Section & Details i a CIAEI 1 11 1 11 1 1 -- - , _ 1�Imeeu.c,1,,,.3.nIJlel'_� i- -- 1 - -- - - I - - - - - - I � I'lIPPI 1iL7_I .i It' _I_,'.._.___ II _- - 1 1L- d o ti ti 0 N 0 rn CD 0 ■ 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. CI 11RH01jSF DOOR SCHEDULE ® DOOR FRAME RATING HARDWARE REMARKS DESC. TYPE SIZE AREA MATL. W wJ Y o 0 �' ¢� co W U, 0 -- af W Q Q00 0 0 -' Q J " W 0 o W 0 � ° W UC? z> a o a Cn -- af0 O" o W O = z ^ X Q— W� o OCn= Q W~ LU o w a 0 W P m O� m _ � Cn �� W W O U, W ^ Uj Z= = MARK W H TH 101 ENTRY F (2) 3'-0" 8'-0" 0'-1 3/8" 48 S.F. GL\MTL. MTL --- LS CL PD WS TH BS SH 102 LEASING C 3'-0" 8'-0" 0'-13/8" 24 S.F. GL\WD WOOD --- LS DS SH 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 106A CLUBROOM F (2) 3'-0" 8'-0" 0'-1 3/4" 48 S.F. GL\MTL. MTL. --- PS CA CL PD WS TH BS SH 106B CLUBROOM C 3'-0" 8'-0" 0'-1 3/4" 24 S.F. GUMTL. MTL. --- PS CA CL PD WS TH BS SH 106C KITCHENETTE A 2'-0" 8'-0" 0'-1 3/4" 16 S.F. WOOD WOOD --- PS DS HD 108 WOMEN A 3'4" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. --- LS CL DS WS TH BS HD 109 MEN A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL MTL. --- LS CL DS WS TH BS HD 110 MECH. A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. --- LS CL DS WS TH BS SH 111 JANITOR A 3'-0" 8'-0" 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. GL\MTL. MTL. --- PS CA CL DS WS TH BS HD 113A CLASSROOM C 3'-0" 8'-0" 0'-1 3/4" 24 S.F. GL\MTL. MTL. --- PS CA CL DS WS TH BS SH 113E CLASSROOM G (2) 3'-0" 6'-8" 0'-13/8" 40 S.F. WOOD WOOD --- PS DS HD 115 COMPUTER C 3'-0" 8'-0" 0'-1 3/4" 24 S.F. GL\MTL. MTL. --- PS CA CL DS WS TH BS HD GYPSUM BOARD PER ASSEMBLY GYPSUM BOARD RETURN BI-FOLD TRACK BI-FOLD DOOR Interior Door Head Detail at Bi-Fold Door INTERIOR 2X WALL GYPSUM BOARD PER ASSEMBLY STUDS PER ASSEMBLY AND STRUCTURAL 1 INIT nonR Sr.HFDI II F �# DOOR FRAME RATING HARDWARE REMARKS DESC. TYPE SIZE AREA MATL. 8` Q�J aoa J �� Q� � ¢0a �J W W JZ o� mm �0 w— o c' = o Ww Y� 05; 0= QY u,U _� $^ �Cn �0 0— Q WZ =0-� ��-' o == W Iv F �aLC Lij O`LU m o��- m ZOv QZ �Q� ; Q 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 1 B EXT. A 3'-0" 6-8" V-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 --- I 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" 0'-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 REMARKS DESC. TYPE SIZE AREA MATL. w ov co Q� ¢� o o= ¢a M O � a- w Q> a o o^ � o� o W Z a wIX c o W= Uj �� O w N o�m W W� o Y 0 <cn 0�^ � W 6Q- 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 31-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. LS CL DS WS TH BS 1003 ENTRY C 31-0" 60-811 01-1 3/4" 20 S.F. GL./MTL. MTL. --- PS CL PD WS TH BS CA 1004 DUMPSTER G (2) 3 -0 �� 6-81 0 -1 3/4 40 S.F. MTL. MTL, 90 MIN. LS C` WS TH BS 1005 MECH A 3-0 61-8 1 0-1 3/411 20 S.F. MTL. MTL. 45 MIN. LS CL SG 1006 PUMP ROOM G (2) 3'-0" 6-8" 0'-1 3/4" 40 S.F. MTL. MTL. --- LS CL DS WS TH BS 1007 ENTRY F (2) 3'-0" 6'-8" 0'-13/4" 40 S.F. GL./MTL. MTL. --- PS CL WS TH BS CA 1008 STAIR ENTRY F (2) 3'-0" 8'-0" 0'-13/4" 48 S.F. GL./MTL. MTL. --- PS CL PD WS TH BS CA 1009 STAIR A 3'-0" 6-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 1010 MECH A 3'-0" 6'-8" 1 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN, LS CL SG 1011 FACP A T-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL SG 1012 STAIR ENTRY C T-0" 8'-0" 10'-13/4" 24 S.F. GL./MTL. MTL. --- PS CL PD WS TH BS CA 1013 STAIR A T-0" 6-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 1014 STAIR ENTRY F (2) 3'-0" 8'-0" 0'-13/4" 48 S.F. GL./MTL. MTL. --- PS CL PD WS TH BS CA 1015 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 1016 MECH A 3'-0" 6'-8" 0'-1 3/4" -20 S F. MTL. MTL. - 45 MIN. LS CL SG 1017 STAIR ENTRY F (2) T-0" 8'-0" 0'-1 3/4" 48 S.F. GIL./MTL. MTL. --- PS CL PD WS TH BS CA 1018 STAIR A T-0" 6-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 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 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL, 45 MIN. LS CL DS 2004 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 2005 MECH A T-0" 6-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL SG 2006 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 2007 TEN. STOR. A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. PS CL DS SG CA 2008 MECH A T-0" 6-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL SG 2009 STAIR A T-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 2010 MECH A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL SG 2011 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 3001 BRZWY G (2) 3'-0" 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 MlN. LS CL DS 3004 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL, MTL. 90 MIN. PS CL I PD DS SG 3005 MECH A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL SG 3006 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 3007 TEN. STOR. A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. PS CL DS SG CA 3008 MECH A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL SG 3009 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 3010 MECH A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL I SG 3011 STAIR A T-0" 6'-8" 0'-1 3/4" 20 S.F. MTL, MTL. 90 MIN. PS CL PD DS SG i 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 4004 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL: MTL. 90 MIN. PS CL PD DS SG 4005 MECH A 3'-0" 61-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL SG 4006 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. , 90 MIN. PS CL PD DS SG 4007 TEN. STOR. A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. PS CL DS SG CA 4008 MECH A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL SG 4009 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 4010 MECH A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 45 MIN. LS CL SG 4011 STAIR A 3'-0" 6'-8" 0'-1 3/4" 20 S.F. MTL. MTL. 90 MIN. PS CL PD DS SG 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 TVOC A TVDC D Ouvuvv GLASS DOOR TVQC P rRGIVIaI I SINGLE LITE TYPE D LOUVERED BIFOLD TYPE E BIFOLD PAIR OF DOOR r vLrV-w PAIR OF DOOR TVCC n c FMNL�L PAIR OF DOOR IJIF- VLv 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I KrBWRDESIGN 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 09/04/2015,-, ES %1. AROO 4 •'E J.*nes B. BIr AR001122 SET DISTRIB I NS: U - - _. --- - 0 SHEET REVISIONS: EDITED BY: KG PROJECT NO. 14-2984 Door Schedule & Details FIBER REINFORCED CEMENT PLASTER THICKNESS PER ELEVATIONS PAPER BACKING PER CEMENT MFR METAL LATH PER CEMENT MFR CASING BEAD WITH WEEP HOLES ANGLED CASING BEAD FIBER REINFORCED CEMENT PLASTER TRIM BAND - THICKNESS PER ELEVATIONS EXTERIOR SHEATHING PER ASSEMBLY SELF -ADHERING, SELF HEALING MEMBRANE OVER METAL FLASHING METAL FLASHING BUILDING WRAP PAPER BACKED METAL LATH PER CEMENT MFR CASING BEAD W/ WEEPING HOLES NO SEALANT SEALANT SLIDING GLASS DOOR PER SCHEDULE RIOR SHEATHING ASSEMBLY PIING PER JCTURAL DRAWINGS I PER DOOR MFR BOARD RETURN T. BEAD OF SEALANT Sliding Glass Door Head Detail at Cement Plaster Trim; Jamb Similar 611 = 1'-0'1 ALI SET LIGHTWEIC ELASI THRESHOLD W/ MAX 1:2 SLOPE SET IN TWO CONTINUOUS BEADS OF SEALANT 1/2" MAX. BEVIEL—\ SLOPE SLAB POSITIVE DRAINAGE SLOPE NOT TO EXCEED 1:12 SLOPE N A Exterior Door Threshold DOOR PER SCHEDULE DOOR SWEEP SEALANT FINISH FLOOR MATERIAL SLAB PER STRUCTURAL A 6" = 1'-011 VIE .HEDULE RING VENT ENT OF SEALANT RESHOLD, LANT 6" UP kM B R4 S BUILDING WRA FIBER CEMENT SIDINI ACRYLIC URETHANE SEALANT SELF -ADHERING, SELF -HE MEMBRANE OVER FLA FIBER CEMENT TRIM BC NO SEAL METAL FLASI SEAL ACRYLIC URETHANE SEAL WITH BACKER ROD AS REQU SHIM AS NECESSARY,1/4" Sliding Door Head Detail Typical METAI PER CEMENT PLASTEI CEMENT PLASTER f CONT. SEALANT BUILDING EXTERIOR SHEA: PER ASSE HARD COAT FOAM BAND, EXTEND BEYOND AVE FACE OF STONE VE SLOPE TOP FOR DRAT SELF -ADHERING, SELF -HE MEMBRANE OVER FLA BUILDING WRAP MEMBRANE & FLA CASING BEAD WITH V NO SE. METAL FLA SEALANT W/BACKE DOOR PER SCR Door Head Detail at Cement Plaster w/ Foam Trim, Swing Out (Swing In Similar) GYPSUM BOAR[ PER ASSEMBLI CONTINUOUS SEALAI` WOOD TRIM SHIM AS NECESSAR 1 /4" MA CONTINUOUS SEALA& FRAME AS PER SCHEDU Interior Door Head 611=1 1 -09 1 INTERIOR SHEATHING PER ASSEMBLY HEADER PER STRUCTURAL CONT. SEALANT BEAD WOOD TRIM CONT. SEALANT BEAD DOOR FRAME PER SCHEDULE 611 = 11-019 INTERIOR 2X WALL GYPSUM BOARD PER ASSEMBLY FRAMING PER ASSEMBLY AND STRUCTURAL CONTINUOUS SEALANT WOOD TRIM CONTINUOUS SEALANT DOOR AS PER SCHEDULE 611-(j11 FRAMING PER ARCHITECTURAL & STRUCTURAL DRAWINGS INTERIOR SHEATHING PER ASSEMBLY CONT SEALANT BEAD DOOR CASING PER SPECIFICATIONS SHIM OPENING AS NEEDED 10101,12 DOOR FRAME PER SCHEDULE & SPECIFICATIONS DOOR PER SCHEDULE & SPECIFICATIONS at Cement Plaster Finish & Cement Plaster Trim Sands 611 = 1'-011 3 m 3 m EXTERIOR SHEATHING PER ASSEMBLY BUILDING WRAP m FIBER CEMENT SIDING PER ELEVATIONS m m CONT SEALANT BEAD W/ BACKER ROD AS NEEDED Im FIBER CEMENT TRIM BOARD, I Lm SIZE PER ELEVATIONS <I SELF -ADHERING MEMBRANE Im ¢I �3 m CONTINUOUS SEALANT BEHIN I DOOR FRAM L CONTINUOUS SEALANT BEAD, W/ BACKER ROD AS NEEDED FRAMING PER ARCHITECTURAL & STRUCTURAL DRAWINGS INTERIOR SHEATHING PER ASSEMBLY CONT SEALANT BEAD BUILDING WRAP FOLDED INTO DOOR OPENING SHIM OPENING AS NEEDED 06W-Bw CONT SEALANT BEAD I DOOR FRAME PER SCHEDULE & SPECIFICATIONS DOOR PER SCHEDULE & SPECIFICATIONS at Fiber Cement Siding & Trim 611 = 11-011 DOOR & FRAME — REFER TO DOOR SCHEDULE SCREEN ALUMINUM THRESHC SET IN BED OF SEALA L- w. a � z U � 0 J CnO w w EL z oU_ 00 O 00 a t -- o WOOD BEVEL STRIP M 1:2 SLOPE MAX 1 / FINISHED FLOORING CONCRETE U U = FOUNDATION AND SLAB - PER STRUCTURAL ��',',� �',',�� CONT BEADS OF SEALANT AT DOOR THRESHOLD EXTEND SEALANT 6" UP THE DOOR JAMB SLOPE ci_= z W�=o �2:9 z; aa3:0.; OLU w ' UfZ= Lu Z Q m Er cr- 0 O O /t � g M O Q0 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Sliding Door Threshold Detail @ Ground Floor 6°'=1'-011 1 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHREM11RE I INTERIORDESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 4§i6 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL SET DISTRIBUTI S: 05108/15 Bid & Permit Set 0 SHEET REVISIONS: EDITED BY: KG 0 PROJECT NO. 14-2984 i Door Details i A9.12 A 1 CONT. SEALANT BEAD METAL LATH PER CEMENT PLASTER MFR CEMENT PLASTER FINISH EXTERIOR SHEATHING PER ASSEMBLY BUILDING WRAP HARD COAT FOAM BAND OVER CEMENT PLASTER SCRATCH COAT, SLOPE TOP FOR DRAINAGE SELF -ADHERING, SELF -HEALING MEMBRANE OVER FLASHING & FIN PAPER BACK SEALANT BEHIND WINDOW NAILING FIN CASING BEAD WITH WEEPS NO SEALANT METAL FLASHING SEALANT WI BACKER ROD AS NEEDED WINDOW PER SCHEDULE Window Head Detail At Cement Plaster w/ Foam Trim EXTERIOR SHEATHING PER ASSEMBLY BUILDING WRAP METAL LATH PER CEMENT PLASTER MFR. PAPER BACK CEMENT PLASTER SELF -ADHERING, SELF -HEALING MEMBRANE METAL LATH PER CEMENT PLASTER MFR. PAPER BACKING PER CEMENT PLASTER MFR. FOAM BAND PER ELEVATION SELF -ADHERING, SELF -HEALING MEMBRANE OVER FIN SEALANT BEHIND WINDOW NAILING FIN CASING BEAD SEALANT WITH BACKER ROD AS NEEDED Window Jamb Detail At Cement Plaster w/ Cement Plaster Trim WINDOW PER SCHEDULE SEALANT WITH BACKER ROD AS NEEDED NO SEALANT BEHIND NAILING FIN ANGLED CASING BEAD HARD COAT FOAM BAND OVER CEMENT PLASTER SCRATCH COAT, SLOPE TOP FOR DRAINAGE SELF -ADHERING, SELF -HEALING MEMBRANE, FOLD DOWN OPENING 6" MIN. BUILDING WRAP PAPER BACK EXTERIOR SHEATHING PER ASSEMBLY CONT. SEALANT BEAD CEMENT PLASTER FINISH METAL LATH PER CEMENT PLASTER MFR. Window Sill Detail At Cement Plaster w/ Foam Trim METAL LATH PER CEMENT PLASTER MFR CEMENT PLASTER FINISH EXTERIOR SHEATHING PER ASSEMBLY BUILDING WRAP ANGLED BANDING BEAD SELF -ADHERING, SELF -HEALING MEMBRANE OVER FLASHING & FIN PAPER BACK CEMENT PLASTER HEADER PER STRUCTURAL SEALANT BEHIND WINDOW NAILING FIN DRAWINGS CASING BEAD INTERIOR SHEATHING PER ASSEMBLY NO SEALANT GYPSUM BOARD RETURN METAL FLASHING CONT. SEALANT BEAD SEALANT W/BACKER ROD AS NEEDED WINDOW PER SCHEDULE 6" = 1'-0" INSULATION PER ASSEMBLY FRAMING PER STRUCTURAL DRAWINGS INTERIOR SHEATHING PER ASSEMBLY GYPSUM BOARD RETURN CONT. SEALANT BEAD 6" = 1'-0" CONT. SEALANT BEAD SILL PER SPECIFICATIONS FRAMING PER STRUCTURAL DRAWINGS INSULATION PER ASSEMBLY INTERIOR SHEATHING PER ASSEMBLY 1/16" = 1'-0" Window Head Detail At Cement Plaster w/ Foam Trim EXTERIOR SHEATHING PER ASSEMBLY BUILDING WRAP METAL LATH PER CEMENT PLASTER MFR. PAPER BACK CEMENT PLASTER SELF -ADHERING, SELF -HEALING MEMBRANE METAL LATH PER CEMENT PLASTER MFR. PAPER BACKING PER CEMENT PLASTER MFR. SELF -ADHERING, SELF -HEALING MEMBRANE OVER FIN SEALANT BEHIND WINDOW NAILING FIN CASING BEAD SEALANT WITH BACKER ROD AS NEEDED Window Jamb Detail At Cement Plaster w/ Cement Plaster Trim WINDOW PER SCHEDULE SEALANT WITH BACKER ROD AS NEEDED NO SEALANT BEHIND NAILING FIN ANGLED CASING BEAD SELF -ADHERING, SELF -HEALING MEMBRANE, FOLD DOWN OPENING 6" MIN. BANDING BEAC BUILDING WRAP PAPER BACK EXTERIOR SHEATHING PER ASSEMBLY CEMENT PLASTER FINISH METAL LATH PER CEMENT PLASTER MFR, Window Sill Detail At Cement Plaster w/ Cement Plaster Trim HEADER PER STRUCTI DRAWINGS INTERIOR SHEATHING PER ASSEMBLY GYPSUM BOARD RETU CONT. SEALANT BEAD 6" = 1'-0" INSULATION PER ASSEMBLY FRAMING PER STRUC DRAWINGS INTERIOR SHEATHING PER ASSEMBLY GYPSUM BOARD RETI CONT. SEALANT BEAC 6" = 1'-0" CONT. SEALANT BEAD SILL PER SPECIFICATIONS FRAMING PER STRUCTURAL DRAWIN INSULATION PER ASSEMBLY INTERIOR SHEATHING PER ASSEMBLY 6" APARTMENT WINDOW SCHEDULE DESC. SIZE (SFj HD. HGT. REMARKS MARK TYPE W H W1 SINGLE HUNG 1 3'-0" 5'-0" 15 SF T-0" W2 SINGLE HUNG 1 (2)3'-0" 6-0" 30 SF T-O" ® CLUBHOUSE WINDOW SCHEDULE DESC. SIZE (SF) HD. HGT. REMARKS MARK TYPE W H CH1 SINGLE HUNG 1 3'-0" 6-0" 18 SF 8'-0" CH2 FIXED 2 3'-0" T-0" 9 SF 8'-0" CH3 FIXED 3 (2)3'-0" 6'-0" 36 SF 8'-0" CH4 FIXED 4 3'-0" 1'-4" 4 SF 9'-4" CH5 FIXED 5 T-Q" 6'-0" 18 SF 8'-0" INTERIOR WINDOWS 3 1. MATERIALS, TYPES, STYLES, SIZES, AND FINISHES FOR WINDOWS TO BE AS INDICATED ON THE FORUME DRAWINGS AND AS SPECIFIED, WHERE APPLICABLE, o ARCHITECTURE & UNLESS OTHERWISE DIRECTED BY THE OWNER AND 0. APPROVED BY THE ARCHITECT. INSTALL WINDOWS INTERIOR DESIGN, INC. LEVEL, PLUMB, SQUARE, TRUE TO LINE, ANCHORED C PLANNIING I AF CHffEMRE I INTEMRDEMIN SECURELY, AND IN PROPER RELATION TO FLASHING .N RE UIREMENTS AND OTHER ADJACENT Q 0 745 orienta avenue, suite 1121 CONSTRUCTION. COMPLY WITH DRAWINGS, o altamonte springs, fl 32701 MANUFACTURER'S WRITTEN INSTRUCTIONS, AND ALL phone: 407.830.1400 APPLICABLE CODES. fax: 407.830.4143 AA0002731 L Y www.forumarchitecture.com 2. ALL EXTERIOR WINDOWS SHALL BE SEALED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY 2 LABELS SHOWING COMPLIANCE WITH THE STATE'S Q E ENERGY CODE. WINDOWS MAY ALSO BE REQUIRED o TO BE ENERGY STAR QUALIFIED, WHERE SPECIFIED. LL o IF REQUIRED, THE CRITERIA FOR U-FACTOR AND SHGC SHALL BE AS INDICATED ON THE DRAWINGS OR AS OTHERWISE SPECIFIED. U 3. IF REQUIRED, WINDOWS SHALL BE IMPACT RATED � NFICIAL AND COMPLY WITH APPLICABLECODE AND THE AHJ N 4. IF REQUIRED, FIRE -RATED WINDOWS SHALL COMPLY a WITH APPLICABLE CODE, NFPA 80, AND DISPLAY x REQUIRED LABELS PER CODE. 0 5. GLAZING IN HAZARDOUS LOCATIONS AS DEFINED BY 3 THE BUILDING CODE SHALL HAVE SAFETY GLAZING O Q MATERIAL IN COMPLIANCE WITH THE BUILDING CODE E AND "CPSC 16 CFR 1201" OR "ANSI Z97.1" AS o APPROPRIATE. N 6. IN RESIDENTIAL OCCUPANCIES WITH NON -TRANSIENT L - DWELLING UNITS, WINDOW SILL HEIGHT SHALL o COMPLY WITH THE APPLICABLE BUILDING CODE REQUIREMENTS. a 0 E 7. WINDOWS SHALL MEET ALL FEDERAL, STATE, AND e LOCAL REQUIREMENTS FOR ACCESSIBILITY, WHERE C' APPLICABLE, INCLUDING CLEAR FLOOR SPACE, N HEIGHT OF OPERABLE PARTS, AND FORCE REQUIRED TO ACTIVATE OPERABLE PARTS. o 8. ALL WINDOWS SHALL BEAR THE APPROVED LABEL U o WITH THE PRESSURES LISTED THAT MEET OR L EXCEED THE REQUIRED PRESSURE FOR THE PROJECT AND BEAR A WDMA OR OTHER APPROVED y LABEL IDENTIFYING THE MANUFACTURER, M PERFORMANCE CHARACTERISTICS, AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE N COMPLIANCE WITH THE REQUIREMENT OF r AAMA/WDMA 101/I.S.2/NAFS. o v 9. EMERGENCY ESCAPE AND RESCUE OPENINGS: IF 0 REQUIRED, WINDOWS INDICATED AS "EMERGENCY ' EGRESS" ON THE DRAWINGS SHALL COMPLY WITH a _ APPLICABLE CODE REQUIREMENTS. w 10, WINDOW FRAME PROFILES INDICATED IN THE 0 DETAILS ARE GENERIC AND MAY NOT REFLECT THE Y ACTUAL WINDOW PROFILE PER THE WINDOW L MANUFACTURER SPECIFIED OR OTHERWISE o SELECTED. THE CONTRACTOR SHALL INSTALL WINDOWS TO PREVENT WATER INTRUSION PER N DETAILS INDICATED ON THE DRAWINGS. 11. THE CONTRACTOR MUST SUBMIT PROPOSED WINDOWS TO THE ARCHITECT -FOR REVIEW PRIOR TO CONSTRUCTION. THE SUBMITTAL SHALL BE m COMPLETE WITH PROPOSED WINDOW INSTALLATION o DETAILS RELATIVE TO THE CONDITIONS INDICATED. `o 12. ENERGY STAR RATING FOR ALL WINDOWS IN EACH UNIT 13. PROVIDE WINDOW COVERING FOR EACH WINDOW s Y U r INSIDE THE APARTMENT UNITS. a E ■ LEGEND U_ —BW BW—BW— BUILDING WRAP w SAM SELF -ADHERING, SELF -HEALING Q MEMBRANE s PB—PB-PB PAPER BACKING PER CEMENT m PLASTER MFR m 4 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS jt►11� i,�,, � COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 0 R �11224 James AROO S ack 4 i ONS: A SHEET REVISIONS: EDITED BY: KG D PROJECT NO. 14-2984 i 7 7 u C L u Window Schedule & Details u A9.21 a� cu cnn m 0 N 0 M 0 a) -6 Not Used Not Used Not Used EXTERIOR SHEATHING PER ASSEMBLY BUILDING WRAP SELF -ADHERING, SELF -HEALING MEMBRANE PER WINDOW INSTALLATION DTL FIBER CEMENT SIDING PER ELEVATIONS FIBER CEMENT STARTER STRIP AS NEEDED METAL FLASHING NO SEALANT FIBER CEMENT TRIM RIPPED AT 15°, SIZE PER ELEVATIONS CONT SEALANT BEAD SELF -ADHERING MEMBRANE PER WINDOW INSTALLATION DTL METAL FLASHING CONT SEALANT BEHIND WINDOW NAILING FIN NO SEALANT CONT SEALANT BEAD Window Head Detail at Fiber Cement Siding & Trim EXTERIOR SHEATHING PER ASSEMBLY BUILDING WRAP FIBER CEMENT SIDING PER ELEVATIONS CONT SEALANT BEAD W/ BACKER ROD AS NEEDED FIBER CEMENT TRIM BOARD, SIZE PER ELEVATIONS CONT SEALANT BEHIND WINDOW NAILING FIN SELF -ADHERING MEMBRANE PER WINDOW INSTALLATION DTL CONT SEALANT BEAD, W/ BACKER ROD AS NEEDED WINDOW PER SCHEDULE & SPECIFICATIONS Window Jamb Detail at Fiber Cement Siding & Trim CONT SEALANT BEAD W/ BACKER ROD AS NEEDED FIBER CEMENT TRIM, RIP TOP AT 15°, SIZE PER ELEVATIONS NO SEALANT BEHIND NAILING FIN FLEXIBLE SILL FLASHING CONT SEALANT BEAD FIBER CEMENT SIDING PER ELEVATIONS BUILDING WRAP EXTERIOR SHEATHING PER ASSEMBLY Window Sill Detail at Fiber Cement Siding & Trim HEADER PER STRUCTURAL DRAWINGS INTERIOR SHEATHING PER ASSEMBLY SHIM AS NEEDED RETURN MATCHING INTERIOR WALL SHEATHING CONT SEALANT BEAD WINDOW PER SCHEDULE & SPECIFICATIONS 6" = 1'-0" INTERIOR SHEATHING PER ASSEMBLY INSULATION PER ASSEMBLY FRAMING PER STRUCTURAL DRAWINGS BUILDING WRAP FOLDED INTO WINDOW OPENING SHIM AS NEEDED RETURN MATCHING INTERIOR WALL SHEATHING CONT SEALANT BEAD WINDOW PER SCHEDULE & SPECIFICATIONS 6" = 1'-0" WINDOW PER SCHEDULE & SPECIFICATIONS CONT SEALANT BEAD SHIM WINDOW AS NEEDED SILL AS SPECIFIED CONT SEALANT BEAD FLEXIBLE SILL FLASHING, TURN UP JAMB 6" MIN, PER INST DTL BUILDING WRAP FOLDED INTO WINDOW OPENING TRIM AS SPECIFIED CONT SEALANT BEAD FRAMING PER ARCHITECTURAL & STRUCTURAL DRAWINGS INSULATION PER ASSEMBLY INTERIOR SHEATHING PER ASSEMBLY 6" = 1'-0" Not Used Not Used Not Used 1 SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 3FORUME m a m o 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 2a goBUD 13 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 4 0 SHEET REVISIONS: EDITED BY: KG s PROJECT NO. 14-2984 Window Details '.1 `-DRILLING ANCHOR THREAD ROD 1I►�11>A�►i ►I�IiLI�[�d CONCRETE HANGER DETAIL NTS 'ONCRETE FASTENER THREADED SIDE BEAM BRACKET ALL THREAD ROD ADJUSTABLE RING HANGER CONCRETE HANGER DETAIL NTS CONCRETE SLAB , s PIPE HANGER I= � DRYWALL 4" STUD WALL SIDEWALL SPRINKLER LOCATION DETAIL NTT System No. W-J-1035 F-Rating - 2Hr T-Rating - 0 Hr GUIDE XHEZ THROUGH —PENETRATION FIRESTOP SYSTEMS A d�A 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 \" 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. 2 HOUR PENETRATION DETAIL NTS NOTE: PAINT PIPING NOATS 1 COAT PRIMER AND OR RED PAINT, SEMI —GLOSS. 4" SWING CHECK VALVE 6 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 — " SUPPLY TO SPRINKLER/STANDPIPE 1 I SPAIR SPRINKLER HEAD BOX M D. ON WALL 4" ALARM CHECK VALVE 4" OS&Y GATE VALVE W/TAMPER SWITCH WIRED TO FIRE ALARM SYSTEM FINISHED FLOOR — — I --.,.,� I i _.. I , SLEEVE FIRE SPRINKLER SUPPLY DETAIL (4—STORY BUILDINGS) NTS 9D® EIl--\ 90" ELL UNI09 nA x f N J � > �t CL W M� i tl � �i "'SCREWED ELL MAIN DRAIN T'Ll 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" S T ANDPIPE OUTLET 1t 1" GLOBE VALVE SET AT 5-0" A.F.F. EXTERIOR WALL GALVANIZED NIPPLE GALVANIZED 456 ELBOW SMOOTH BORE CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER CPVC PIPE HANGER SCHEDULE TABLE 1 TABLE 2 PIPE SIZE LESS THAN 100 psi MORE THAN 100 psi LESS THAN 100 psi MORE THAN 100 psi 3/4" 9" 6" 4'-0" 3'-0" 1" 12" 9" 5'-0" 4'-0" 1-1/4- 16" 12" 6'-0" 5'-0" 1-1/2- 24" 12" 7'-0" 7'-0" 2" 24" 12" 7'-0" 7'-0" 2-1/2" 24" 12" 7'-0" 7'-0" 3" 24 1 12" 7'-0" 7'-0" TABLE 1 I ABLE 2 CPVC PIPE HANGER / BRACE FINISHED CI G. SPRINKLER HEAD �- FIRE PROTECTION GENERAL NOTES (APARTMENTS) 1. WET PIPE SPRINKLER SYSTEM DESIGNED PER NFPA 13R, 2012 EDITION, CLASS 1, MANUAL WET STANDPIPE SYSTEM 29. THE FIRE SPRINKLER CONTRACTOR SHALL PREPARE DETAILED WORKING PLANS IN ACCORDANCE WITH DESIGNED IN ACCORDANCE WITH NFPA 14, 2012 EDITION. 500 GPM/100 PSI 1ST STANDPIPE, 250 GPMt100 PSI EACH NFPA 13R, 2009 EDITION, NFPA 14, 2012 EDITION THE FIRE PROTECTION SYSTEM LAYOUT SHALL FOLLOW THE ADDITIONAL STANDPIPE. RESIDENTIAL OCCUPANCY (DWELLING UNITS USING ALL SPRINKLERS IN A COMPARTMENT, UP TO DESIGN GUIDELINES SET FORTH IN THESE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS. A MAXIMUM OF FOUR SPRINKLERS, THAT REQUIRES THE GREATEST YDRAUUC DEMAND PER THEIR LISTING TO MEET OR EXCEED THE REQUIREMENTS OF NFPA 13R AND LOCAL AUTHORITIES. COMBUSTIBLE ATTIC SPACES AND CORRIDORS SHAD_ � ,. 30. THE FIRE SPRINKLER CONTRACTOR SHALL OBTAIN THE ACCEPTANCE TESTS FROM THE LOCAL BE FULLY SPRINKLERED. AUTHORITY. THE ACCEPTANCE TEST FOR THE OVERHEAD SPRINKLER SYSTEM PIPING SHALL BE IN ACCORDANCE WITH NFPA 13R, 2012 EDITION CHAPTER 10 USING THE MATERIAL AND TEST CERTIFICATE FOR 2. ALL FIRE SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13R, 2012 EDITION. RESIDENTIAL SPRINKLERS SHALL BE I ABOVEGROUND PIPING IN FIGURE 10.1.2. THE ACCEPTANCE TEST FOR THE UNDERGROUND PIPING SHALL BE IN USED INSIDE THE DWELLING UNITS PER NFPA 13R, 2.092 EDITION, ALL OTHER SPRINKLERS SHALL BE OF THE QUICK ACCORDANCE WITH NFPA 13, 2012 EDITION CHAPTER 10, SECTION 10.10 USING THE MATERIAL AND TEST RESPONSE TYPE CERTIFICATE FOR UNDERGROUND PIPING IN FIGURE 10.10.1. 3. ALL MATERIALS, FABRICATION AND INSTALLATION IS TO BE IN ACCORDANCE WITH NFPA 13R, 2012 EDITION, NFPA 14 31. THE POINT OF SERVICE IS INDICATED AT THE SYSTEM SIDE OF THE BACKFLOW PREVENTER. AT THIS 2012 EDITION AND APPROVED BY THE LOCAL AUTHORITIES. POINT, THE SYSTEM IS DEDICATED SOLELY FOR FIRE PROTECTION PURPOSES. NO DOMESTIC WATER SHALL BE TAKEN FROM THE SYSTEM BEYOND THIS POINT FOR OTHER PURPOSES. 4. ALL HANGERS & MATERIALS TO BE IN ACCORDANCE WITH NFPA 13R, 2012 EDITION, NFPA 14, 2010 EDITION. 32. CLASSIFICATIONS OF HAZARD OCCUPANCIES FOR THE AREAS OF DESIGN SHALT. BE AS FOLLOWS: 5. FIRE SPRINKLER CONTRACTOR WILL VISIT THE SITE AND VERIFY ALL CONDITIONS BEFORE ANY FABRICATION AND (RESIDENTIAL FLOORS) RESIDENTIAL OCCUPANCY PER NFPA 13R, 2012 EDITION. INSTALLATION HAS BEGUN. 33. THE SPRINKLER SYSTEM SHAD- BE WET PIPE FOR THE RESIDENTIAL FLOORS, NTH THE REMOTE AREA 6. FIRE SPRINKLER CONTRACTOR WILL COORDINATE WORK WITH OTHER TRADES THAT MAY COME INTO CONFLICT BEFORE USING ALL SPRINKLERS WITHIN A COMPARTMENT, UP TO A MAXIMUM OF 4 SPRINKLERS, THAT REQUIRE THE ANY INSTALLATION. GREATEST HYDRAULIC DEMAND, TO MEET OR EXCEED THE REQUIREMENTS OF NFPA 13R, 2009 EDITION, AND LOCAL AUTHORITIES. SPRINKLERS SHALL HAVE A MINIMUM TEMPERATURE RATING OF 155' AND THE SPACING 7. FIRE SPRINKLER CONTRACTOR TO COORDINATE SPRINKLER LOCATIONS WITH ALL OTHER CEILING AND WALL FIXTURES. SHALL BE PER NFPA 13R OR MANUFACTURERS LISTING. SEE ARCHITECTURAL PLANS FOR CEILING FIXTURE LOCATIONS. 34. SEE CIVIL UTILITIES PLAN FOR WATER SUPPLY PIPING LOCATIONS. 8. ALL BRANCH LINES AND CROSS MAINS ON RESIDENTIAL UNIT FLOORS TO BE BLAZEMASTER CPVC (OR APPROVEDEQUAL InjNG .FIRE SPRINKLER ISSER.)PER THOR LISTING ALL TRANSITIONS FROMDSTEEL TO CPVC PI NG WILL BE WPIPE FOR MY ITH EXPOSEDPIPINGINCLUDINGFITTINGS. // THE FLOW TEST BECOMES GREATER THAN SIX (6)) MONTHS OLD BY THE TIME OF FIRE S57 PSI PRINKLER PERMIT18 PSI SUBMITTAL, A NEW TEST SHALL BE OBTAINED BY THE FIRE SPRINKLER CONTRACTOR. 9.9. ALL FITTINGS FOR CPVC BRANCH LINES AND CROSS MAINS TO BE BLAZEMASTER CPVC (OR APPROVED EQUAL). ALL FITTINGS FOR THE GALVANIZED STEEL PIPING SHALL BE BLACK CAST IRON OR GROOVED. 36. VALVE AND ALARM REQUIREMENTS: ALL CONTROL VALVES ON SPRINKLER RISERS AND FIRE PROTECTION BACKFLOW PREVENTERS SHALL HAVE A TAMPER SWITCH. THE FLOW SWITCH SHALL BE SET TO NOT ALARM 10. ALL FIRE SPRINKLER COMPONENTS SHALL BE U.L APPROVED. WITH MINOR CITY WATER PRESSURE FLUCTUATIONS. HOWEVER, THE FLOW OF ONE SPRINKLER HEAD SHALL PRODUCE AN ALARM CONDITION BY TRIPPING THE FLOW SWITCH. ALL FLOW AND TAMPER SWITCHES SHALL BE 11. UPRIGHT SPRINKLERS TO BE LOCATED BETWEEN 1" AND 125 BELOW ROOF DECK WHERE REQUIRED. CONNECTED TO THE BUILDING FIRE ALARM PANEL. FLOW SWITCHES SHALL ALSO SOUND THE ELECTRIC ALARM BELL ON THE OUTSIDE WALL FIRE SPRINKLER CONTRACTOR SHALL VERIFY AND TEST PER NFPA 13. 12. SPRINKLER HEAD SPACING IS PER NFPA 13R, 2012 EDITION AND MANUFACTURER'S LISTING. 37. THE LOCAL WATER PURVEYOR IS REQUESTED TO ADVISE THE ENGINEER OF RECORD IF CONDITIONS EXIST 13. THE CONSTRUCTION MANAGER SHALL PROVIDE, OR HAVE PROVIDED, A SET OF COORDINATION DRAWINGS FOR ALL IN THEIR WATER SUPPLY THAT COULD LEAD TO MIC, SO THAT THE ENGINEER CAN DESIGN CORRECTIVE SYSTEMS AND FEATURES THAT OCCUR ABOVE THE CEILING PLANE. THE COORDINATION DRAWINGS SHALL INCLUDE, BUT MEASURES. THERE ARE NO KNOWN MIC CONDITIONS IN THE LOCAL WATER SUPPLY. NOT BE LIMITED TO, STRUCTURAL MEMBERS, HVAC DUCTWORK, HYDRAULIC PIPING, PLUMBING SUPPLY AND WASTE PIPING, FIRE PROTECTION PIPING, ELECTRICAL POWER CONDUITS AND RACEWAYS, AND ELECTRICAL LOW VOLTAGE CONDUITS AND 38. BACKFLOW PREVENTER AND METERING SPECIFICATIONS SHALL MEET OR EXCEED REQUIREMENTS OF THE RACEWAYS. THE COORDINATION DRAWINGS SHAD- PROVIDE, APPORTION, AND COORDINATE SPACE FOR ALL SYSTEMS, LOCAL JURISDICTION. HORIZONTALLY AND VERTICALLY ABOVE THE CEILING PLANE TO THE STRUCTURAL DECK ABOVE ALLOWING EACH TRADE CONTRACTOR THE SPACE TO PROPERLY EXECUTE HIS PORTION OF THE WORK. I 39. YARD AND INTERIOR FIRE PROTECTION COMPONENTS: PRODUCT DATA SHEETS SHALL BE SUBMITIE D BY THE SPRINKLER CONTRACTOR ALONG WITH THEIR SHOP DRAWINGS. ALL FIRE PROTECTION DEVICES AND � 14. THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER HEADS PER NFPA 13R, 2012 EDITION: CMPONEN IS SHALL BE UL LISTED AND FM APPROVED. A BATHROOMS NOT EXCEEDING 55 SQ. FT. WITH NONCOMBUSTIBLE WALLS AND CEILINGS. LOTHES CLOSETS, LINEN CLOSETS AND PANTRIES NOT EXCEEDING 24 SQ. FT. & 36" FOR THE LEAST WALL DIMENSION. 40. THE FOLLOWING ARE APPLICABLE STANDARDS: LEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT ITILATION FLORIDA BUILDING CODE 2010 EDITION & AMENDMENTS. EQUIPMENT, FLOORCOUNG SPACES, ELEVATOR SHAFTS, AND OTHER CONCEALED SPACES THAT ARE NOT FLORIDA FIRE PREVENTION CODE 2010 EDITION & AMENDMENTS. USED OR INTENDED FOR LIVING PURPOSES OR STORAGE AND DO NOT CONTAIN FUEL FIRED EQUIPMENT. SPRINKLERS NFPA 13R, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN LOW RISE RESIDENTIAL. SHALL NOT BE REQUIRED IN CLOSETS ON EXTERIOR BALCONIES, REGARDLESS OF SIZE, AS LONG AS THERE ARE NO DOORS NFPA 13, 2012 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS. OR UNPROTECTED PENETRATIONS FROM THE CLOSET DIRECTLY INTO THE DWELLING UNIT. NFPA 14, 2012 EDITION, STANDARD FOR THE INSTALLATION OF STANDPIPE & HOSE SYSTEMS. 2012 EDITION, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND 15. ALL GROOVED FITTINGS TO BE'VICTAULIC" FITTINGS OR APPROVED EQUAL. THEIR APPUARTENIA� NFPA 215, 2012 'EDITION, INSPECTION, TESTING AND MAINTENANCE OF WATER -BASED FIRE 16. ALL PENETRATIONS THRU 1-HOUR AND 2-HOUR RATED WALLS TO BE PATCHED AS NECESSARY, PROTECTION SYSTEMS. I 1.7. ALL DIMENSIONS TO BE VERIFIED DURING FIELD CHECK OF SPRINKLER SYSTEM. 18. THE FOLLOWNG ARE ACCEPTABLE. SPRINKLER HEAD MATERIAL MANUFACTURERS: FIRE SERVICE PIPE MATERIAL & TESTING NOTES RELIABLE, TYCO, VICTAUUC, 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 1. ALL PRIVATE FIRE SERVICE MAINS/LINES LOCATED DOWNSTREAM OF THE POINT OF SERVICE SHALL BE APPROVED CENTRAL, PROPRIETARY, AUXILIARY, OR REMOTE STATION SYSTEM IN ACCORDANCE WITH NFPA 13R. ALL INSTALLED BY A QUALIFIED AND LIC LASED CONTRACTOR CLASS I, il, OR V WITH 3' MINIMUM COVER. WIRING TO BE PROVIDED BY ELECTRICAL CONTRACTOR. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FIRE CODES. CONTRACTOR TO VERIFY REQUIREMENTS 20. FIRE PROTECTION SHOP DRAWINGS, HYDRAULIC CALCULATIONS, AND MATERIAL DATA SUBMITTALS ARE TO BE BEFORE START OF CONSTRUCTION. COMBINATION MAINS (SHARED DOMESTIC AND FIRE SUPPRESSION SERVICE) UP TO THE DEDICATED FIRE SUPPRESSION SYS M POINT OF SERVICE CAN BE INSTALLED BY A SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR REVIEW AND APPROVAL. LICENSED UNDERGROUND EXCAVATION OR SITE UTILITY CONTRACTOR. 21. THE INTENT, AND EXTENT, OF THIS SYSTEM DESIGN IS AS ILLUSTRATED, BUT IS DIAGRAMMATIC ONLY. IT IS THE 2. POINT OF SI;P4"CIE IS TO BE DESIGNATED FOR ALL BUILDINGS EQUIPPED VI'1H AUTOMATIC SPRINKLER RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO ASSEMBLE A SET OF DRAWINGS DEPICTING THE ACTUAL PIPING CONFIGURATION FOR EACH BUILDING IN ITS ENTIRE PRIOR TO SUBMITTAL TO ENGINEER OF RECORD FOR REVIEW HYDRAULIC CALCULATIONS ARE PROVIDED TO VERIFY THE ADEQUACY OF THE WATER SUPPLY. THE SPRINKLER 3, THE UNDERGROUND MAIN STARTING AT THE PUBLIC WATER UTILITY POINT OF CONNECTION HAS BEEN CONTRACTOR SHALL PROVIDE A SET OF HYDRAULIC CALCULATIONS FOR EACH BUILDING TYPE USING A FLOW TEST DESIGNED TO NFPA 24, 2009 EDITION. MATERIALS, INSTALLATION AND TESTING MUST BE IN ACCORDANCE CURRENT TO WITHIN SIX MONTHS. WITH NFPA 24, 2009 EDITION. 22. CORROSION PROTECTION FOR ALL UNDERGROUND BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND THOROUGHLY 4. ALL NEW PRIVATE FIRE SERVICE MAINS/LINES AND HYDRANTS SHALL BE FLUSHED AND HYDROSTATIC COATED WITH ASPHALT OR OTHER CORROSION -RETARDING MATERIAL AFTER INSTALLATION IN ACCORDANCE WITH NFPA TESTED TO 200 PSI FROM THE POINT OF SERVICE AS PER NFPA 24, 2009 EDITION, CHAPTER 9. 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 5. THE UNDERGROUND MAIN STARTING AT THE POINT OF SERVICE HAS BEEN DESIGNED TO NFPA 24, 2009 EDITION. NFPA 24, 2012 EDITION. INSTALLATION AND TESTING MUST BE IN ACCORDANCE WITH NFPA 24, 2012 EDITION. 6. FIRE SERVICE MAINS/LIN))ES SHALL BE P(OLYCHLORIDE PRESSURE PIPE CONFORMING TO AWWA C900 24. ALL TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES, AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST BLOCKS OR RESTRAINED JOINT SYSTEMS IN ACCORDANCE WITH NFPA 24, 2012 EDITION. B))VINYL p DIMENSION RATIO OF EIGHTEEN AND A MIN PRESSURE CLASS OF TWO HUNDRED POUNDS MOVEMENT BY USING THRUST R SQUARE INCH CH (200(PRS.) UNLESS NOTED OTHERWISEIMUM 25. ALL FIRE SPRINKLER COMPONENTS ARE TO BE RATED FOR THE MAXIMUM SYSTEM WORKING PRESSURE TO WHICH THEY ARE EXPOSED IN ACCORDANCE WITH NFPA 13, 2012 EDITION. 26. THE COMPONENTS OF THE FIRE PROTECTION SYSTEMS) FURNISHED UNDER THIS DIVISION OF THE SPECIFICATIONS F.A.C. 61615 SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FFRRM THE DATE OF ACCEPTANCE THEREOF, EITHER FOR BENEFICIAL USE OR FINAL ACCEPTANCE, WHICHEVER IS EARLIER, AGAINST DEFECTIVE MATERIALS, DESIGN, AND WORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE ARCHITECT OF FAILURE OF ANY PART OF THE EQUIPMENT DURING 1. THE CONTRACTORS FIRE PROTECTION ENGINEER, AS THE "DELEGATED ENGINEER" SHALL BE THE "ENGINEER THE GUARANTEE PERIOD, THE AFFECTED PART OR PARTS SHALL BE REPLACED PROMPTLY WHICH INCLUDES REMOVING OF "RECORD" FOR THE FIRE PROTECTION SYSTEM AND SHALL PREPARE COMPLETE AND FINAL FIRE THE DEFECTIVE PART OR PARTS, REPLACING AND INSTALLING THE NEW PART OR PARTS AND AT THE EXPENSE OF THE PROTECTION DESIGN DOCUMENTS WITH THE HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS DEFINED BT CONTRACTOR, THE F.A.C. 61G15 AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE ARCHITECT FOR REVIEW BY TI sIER "PRIME PROFESSIONAL ENGINEER" CONSULTANT TO REVIEW FOR BASIC DESIGN CRITERIA. UPON APPROVAL 27. CPVC PIPING SHALL BE COMPATIBLE WITH ANTI -MICROBIAL COATED BLACK STEEL FIRE SPRINKLER PIPE. TESTING HAS THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DOCUMENTS TO THE AIHJ FOR REVIEW AND APPRO'fAE- SHOWi N THAT CERTAIN ANTI -MICROBIAL COATING PRODUCTS CAN BE COMPATIBLE WITH CPVC PIPING. HOWEVER, THE POTENTIAL FOR CMPATIBIUTY 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 ABOVE. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PERMITTED TO BE LOCATED SUCH THAT THOR DEFLECTORS ARE WITHIN 1 INCH TO 6 INCHES BELOW THE STRUCTURAL MEMBERS AND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OR THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION, I I I SUPERVISED O.S.& Y GATE VALVES 1" PIPE SUPPORT & SADDLE 3/"ANCHOR BOLTS SET IN /8 1'-6" WIDE X 4" THICK REINF. CONC. SLAB. —� FINISHED GRADE FROM MAIN SITE MAIN. S m oz ::;• L •LENGTH OF SLAB TO BE L SAME LENGTH OF DEVICE e THRUST BLOCK g DOUBLE CHECK VALVE BACKFLOW PREVENTOR ASSEMBLY.(FEBC0#805 SHOWN) PVC CLASS 150 MAIN —� TO BUILDING FIRE PROTECTION BACKFLOW PREVENTOR DETAIL REINFORCED CONCRETE PAD, 18"08"x4" TOP OF INLET CONN. SEE SPECIFICATIONS FOR LABEL NOMENCLATURE. ® FIRE DEPT. CORN., 2—WAY SHOWN; SEE SPECIFICATIONS FOR EXACT TYPE TO BE I NSTAI—LED. —IDENTIFICATION BASE PLATE. SEE SPECIFICATIONS FOR LABEL NOMENCLATURE. —FINISHED GRADE 3'-0" MIN. 2 #4 CONTINUOUS POURED CONCRETE THRUST BLOCK, SEE DETAIL. NOTE: 1. MOUNTING HEIGHT SHALL COMPLY WITH AUTHORITIES HAVING JURISDICTION. FREE STANDING VERTICAL FIRE DEPARTMENT CONNECTION TAIL NTS FIRE PROTECTION LEGEND —__--F___-- FIRE PROTECTION PIPING ----_DP--_-- DRY PIPE SYSTEM PIPING — -- -- -- -- ---- EXISTING PIPING TO REMAIN PIPE TURNING DOWN PIPE TURNING UP PIPE CAP CONTROL VALVE CHECK VALVE OS&Y GATE VALVE Q VALVE WITH TAMPER SWITCH 0 NEW SEMI -RECESSED PENDANT SPRINKLER. Q NEW CONCEALED PENDANT SPRINKLER. e NEW UPRIGHT SPRINKLER. I 0 NEW UPRIGHT SPRINKLER BELOW DUCTWORK. D EXISTING SIDEWALL SPRINKLER HEAD P. NEW SIDEWALL SPRINKLER HEAD FHV FIRE HOSE VALVE FS FLOW SWITCH FVC FIRE VALVE CABINET GPM GALLONS PER MINUTE I ITC INSPECTOR'S TEST CONNECTION PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH SF SQUARE FOOT SP STANDPIPE TS TAMPER SWITCH WP WET PIPE REFERENCE OT 01 COORDINATE FINAL SPIjNKiER HEAD LOCATIONS t"I BEAMS, LIGHTS AND HVAC DUCTWORK/EQUIPMENT AFFECTING SPRINKLER WATER DISTRIBUTION. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE NUMBER OF SPRINKLERS. Joseph, Lawpence Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 a 't 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407. 830.4143 AA0002731 www.foru march itectu re. com DMN FIR IAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 7ephyrhills, FL JLC15.0038.00 Q SHEET REVISIONS: EDITED BY: KCM/AJB U PROJECT NO. 14-2984 =N 6* F & FDIC PIPING BELOW GRADE, FOR CONTINUATION SEE SITE PLAN. FIRE PROTECTION CONTRACTOR TO PROVIDE MONITORED DOUBLE ASSEMBLY BACKFLOW PREVENTOR, FDC & ASSOCIATED PIPING Scale: 3/32" = l'-O" ,-R BOOSTER PUMP, TH PLUMBING PLANS, NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph, Lowpence & Co Consulting Ingineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 0 Z U) LU 0 ly Uj z 0 Uj 0 EY LL ARCHITECTURE & INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altarnonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 4000 one 880 ®o o BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC1 5.0038.00 11" Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 2mm FP13.11 NO s NOTE: SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com Summerset Apartments Zephyrhills, FL J LC 15.0038.00 Adam Josephs Barney P.E. #: 69124 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Building II First Floor Plan Fire Protection IN I Scale. 3/32" = V-0" Joseph® Lawpence Consult ing nglneeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & '.NTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com III m COMMUNITIES 3550 S. Tamiami Trail Suite 3011 Sarasota, Fl, 34239 m1_1 00 At Al A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 ME= Second Floor Pla Fire Protection I Scale: 3/32" = 1 -01' JosepL, Lawpence & Co Consullinq Enqineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG,COM CA NO. 28730 3 m NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME I STRUCTURE AND ENCLOSING THE CORRIDORS I N C 0 U 7 0 a 'I �7t1�1��1 • INTERIOR DESIGN, INC. PLAM M I AFMi WRM I MMor W" 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 1Ah Zephyrhills, FL J LC 15.0038.00 Adam Joseph Barney P.E. ##: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Second Floor Plan Fire Protection Building II - Second Floor Plan - Fire Protection Scale: 3/32" = 1'-0" Joseph, Lowpence & Co Consulting Ingineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 F P 13". 2 2 [fill llj��l r �I Buildin I - Third Floor Plan - Fire Protection Scale: 3/32" = V-0" NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph. Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.ILCING.COM CA NO. 28730 z z w a 0 w z W Q: 7 F U W F U a fY 0 IL ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHrrECTURE I KrEFaDR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 0o0 000 000 00 o 18 lit anNEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhilis, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 05/08115 1,Bids f A SHEET REVISIONS: EDITED BY: KCMiAJs PROJECT NO. 14-2984 99 Ion r olf • rN all FIRE AND Building II - Third Floor Plan - Fire Protection Scale: 3/32" = 1 °-0" NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS osep 93 Lawrence & Cc) Cmnsullinq Encgineens 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 INTERIOR DESIGN, INC. M-MWQ I AW4WWRE I NnT" DO M 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 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: ►cCM/AJB PROJECT NO. 14-2984 U z Z Building 11 0 N i11 0 z Z Third Floor Plan LU W Fire Protection c IW F- Z U F P 13.32 !r 0 IL 1 ii I Li I t7j! LLI I U�0- i Of � � L LI I w� zg �L i NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS KEY PLAN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ] I ju BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL J LC 15.0038.00 `�®®�®� a /owl 00. o a�0, '®•®� ', s Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: KCMiAJB PROJECT NO. 14-2984 Building I Scale. 3/32„ _ V-0" Joseph, Lawrence & Cc Cons if inq Enqineeps 1180 HARWOOD AVE., SUITE 3000 AL T AMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLC'NG.COM CA NO. 28730 a_ I __ _ __ FIR AN NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS DESIGN,INTERIOR 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com Dun an ° o BE NEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 �a Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: KCMiAJB PROJECT NO. 14-2984 • N.W.M, HIM: Rim I lei • • •' i•IN �_ • • Scale. 3/32" = V-0" osep%. Lawpence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ". Unit A3 Floor Plan - Fire Protection Scale: 1 /4" = V-0" NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS INTERIOR R:f DESIGN, ': • - • 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 00o 0o0 0o0 00 0 BENYE FICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET R • EDITED BY: KCM/AJB PROJECT NO. 14-2984 Enlarged Unit Plans Fire Protection 1 Floor_U_FAS ' e Protectiol Scale: 1 /4" = V-0" Unit Al Floor Plan - Fire Protection Scale. 1 /4" = V-0" csep 9 Lawpence & Cc Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W'.JLCING.COM CA NO. 28730 VIVO- a � abil I i UZ Unit B2 Floor Plan - Fire Protection Seale: 1/4" = V-0" Scale: 1/4" = V-0" Unit B1 Floor Plan - Fire Protection NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS QWC=T DUE TO THE CHANGE TO A WOOD FRAME UCTURE AND ENCLOSING THE CORRIDORS Scale: 1/4" = V-0" osepk, Lawrence & Co Consulfing Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO, 28730 C�TZ�L� ARCHITECTURE & INTERIOR 745 orienta avenue, suite 1121 aitamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ®oQ Qo® 00o 000 ° 0 No QftL BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 • Zephyrhills, FL JLC15.0038.00 P VIET-, , ti' Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 z In w 0 zEnlarged Unit Plans F u 61 Jnit 135-UFAS FloorFire Protection Scale: 1/4" = 1'-0" Scale: 1/4" = V-0" NOTE: ^"' NINUIANI MtV1Z)1UN%) MIAVt: BEEN IV[/-\Ut TO THIS :ET DUE TO THE CHANGE TO A WOOD FRAME ,UCTURE AND ENCLOSING THE CORRIDORS Scale: 1/4" = V-0" Josepk. Lawpence & Co Consulfinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 0 Z IiZ 0 ry 0 of Uj w re 0 w I ry 0 UL INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 wwwforurnarchitecture.com Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney RE. #: 69124 SET DISTRIBUTIONS: Z�s SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Enlarged Unit Plans Fire Protection ati ARCHITECTURE & Scale: 1/4" = V-0" Unit C1 Floor Plan - Fire Protection Scale: 1/4" = 1'-0" NOTEo SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph, Lawpence & Co C®nsultinq Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 U Z z c U) w 0 0 w I- Z 06 w 0 w a 0 LL INTERIOR DESIG11, 745 orients 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: A SHEET REVISIONS: PROJECTEDITED BY: KCM/AJB O t . . 8 i'6 u GENERAL NOTES DIRECTION OF FLOW IN PIPE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING PITCH PIPE DOWN IN DIRECTION OF ARROW AUTHORITIES. PIPE . UP 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MELT ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND PIPE DOWN FIXTURES ACTUALLY INSTAL[ ED ON THE SITE. EJ 3. ALL SANITARY PIPING SHALL HAVE AN 1/8- PER FOOT SLOPE FOR PIPING 3--6-, EXPANSION JOINT 1/4- PER F0071 FOR PIPING 2 1/2- AND LESS. Egg— FLEXIBLE PIPE CONNECTOR 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS. BALL VALVE 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE CHECK VALVE, HORIZONTAL SWING LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 6e CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. ><-- GATE VALVE 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO d4— BUTTERFLY VALVE LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY GLOBE VALVE ARCHITECT OF ANY DISCREPANCIES. 8. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS BALANCING VALVE AS SPECIFIED. BALANCING COCK 9q CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. STRAINER, Y—TYPE AND BLOIWOFF VALVE 90. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO RV PRESSURE RELIEF VALVE (WATER) PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. PROVIDE FIRE RATED PANELS/BOXES FOR ALL PLUMBING DEVICES LOCATED PRESSURE REDUCING VALVE IN RATED WALLS. --'rPRV 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MAV SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR MANUAL AIR VENT HEREIN SPECIFIED OR OTHERWISE. 12. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL SOLENOID VALVE NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN w THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT UNLESS VALVE OS & Y PHYSICALLY IMPOSSIBLE (11E: USE OF SANITARY TEE IN A HORIZONTAL CON— NECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, IN GENERAL, E— CAPPED LINE USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION). SAN SANITARY SEWER (ABOVE GRADE) 13. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL SAN SANITARY SEWER (BELOW GRADE) OF THE NATIONAL SANITATION FOUNDATION. DOMESTIC COLD WATER 14DO NOT PENETRATE FOUNDATIONS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOUNDATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL BP-- BOOSTED PRESSURE DOMESTIC COLD WATER OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL DOMESTIC HOT WATER ENGINEER. DOMESTIC HOT WATER RETURN 15. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH --CD-- CONDENSATE DRAIN (BELOW GRADE) ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 16. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON — CD CONDENSATE DRAIN (ABOVE GRADE) ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING ST-- STORM SEWER (BELOW GRADE) TYPES. ST STORM. SEWER (ABOVE GRADE) � 17. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. EO— STORM EMERGENCY OVERFLOW PIPING 18. CONTRACTOR SHALL VERIFY INVERT ELDVATIONS OF SEWERS TO WHICH NEW --GR-- GREASE -SEWER (BELOW GRADE)' SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER GR GREASE SEWER (ABOVE GRADE) LINE. 19. ALL VENTS THROUGH ROOF SHALL BE MIN. 10'-0" FROM ANY AIR INTAKES. -SCW — SOFT COLD WATER CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF VENT 20. DISSIMILAR METALS. G — GAS LINE (BELOW GRADE) 211. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND G— GAS LINE (ABOVE GRADE) EQUIPMENT 'LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE INSTALLATION OR PURCHASING OF ANY. PIPING AND/OR EQUIPMENT. POINT OF CONNECTION NEW TO EXISTING 22. PROVIDE 1/2" C.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO RE— FRIGERATORS WITH ICE MAKERS AT HEIGHT REQUIRED BY MANUFACTURE OF POINT OF REMOVAL FOR DEMOLITION EQUIPMENT INSTALLED. AT DELTA T (TEMPERATURE DIFFERENCE) 23. PROVIDE 1/2" H.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO DISH— WASHER MACHINE, AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT INSTALLED. ,ge A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET 24. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON A = DETAIL NUMBER. THE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE PLACED B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. ON THE EXTERIOR SIDE OF THE PIPING. 25. IT IS THE PLUMBING CONTRACTORS RESPONSIBILITY TO PROVIDE A REDUCED HB HOSE BIBB PRESSURE BACKFLOW PREVENTION DEVICE ON THE MAIN DOMESTIC WATER FD FLOOR DRAIN SERVICE PROVIDED TO THE BUILDING/SPACE UNDER CONSTRUCTION AS PER THE LATEST ADOPTED VERSION OF THE PLUMBING CODE. HD 0 HUB DRAIN 26 PROVIDE ACCESS PANELS FOR ALL VALVES LACATED WITHIN NON ACCESSIBLE TD EM TRENCH DRAIN CEILING AND WALLS. PROVIDE FIRE RATED PANEL INI RATED WALLS. --A-- COMPRESSED AIR (BELOW GRADE) 27 INSULATE ALL HOT WATER AND HOT WATER RETURN PIPING. —A — COMPRESSED AIR (ABOVE GRADE) 28 ALL PLUMBING SYSTEMS SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE PERMITTED PLUMBING PLANS. ANY DEVIATION IN DESIGN AND ROUTING SHALL BE FLOOR CLEANOUT SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION OF ANY WORK. THIS INCLUDES ANY REDESIGNS, VALUE ENGINEERING ITEMS AND ROUTING CLEANOUT METHODS NEGOTIATED IN THE BIDDING PROCESS WITH THE GC IN ORDER TO OBTAIN THE LOWEST BID. EXTERIOR CLEANOUT 29 WET VENTED TOILET ROOM SYSTEMS THAT INCLUDE EXCESSIVE OFFSETS. SWEEPS, HORIZONTAL CLEANOUT ELS AND COMB. WYE AND EIGHT BENDS THAT ENCOURAGE FUTURE STOPPAGES SHALL NOT BE PERMITTED. (EXCESSIVE TO BE DETERMINED BY THE ENGINEER.) ITEMS TO BE REMOVED (DEMOLITION) 30 DOMESTIC WATER PIPING IS NOT PERMITTED BELOW THE BUILDING SLAB WITH THE CWN — COLD NANO WATER EXCEPTION OF THE FEW FEET REQUIRED TO ENTER THE BUILDING CHASE WALL. 31 PLUMBING CONTRACTOR SHALL COMPLY WITH THE FBC CHAPTER 23 REGARDING CWF — COLD FILTERED WATER STUD OPENINGS FOR ALL PIPE ROUTING. IN NO CASE SHALL THE MAX OPENING SHOCK ABSORBER FALL WITHIN I" FROM EITHER SIDE OF STUD WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER, IE; 3j' NON—BEEARING STUD — 2j" MAX OPENING, 5;." NON —BEARING STUD — 4" MAX OPENING. 54' BEARING STUD — 440 OPENING. 32 3" PIPE ID NOT PERMI—IIED TO PENETRATE 2V2" STUDS WITHOUT ADDITIONAL REINFORCEMENT AND APPROVAL FROM THE STRUCTURAL ENGINEER. %" STUDS ARE APPROVED FOR 2" ANS 3" PIPE, UP TO 44" DIA. MAX OPENING WITHOUT ADDITIONAL REINFORCEMENT. FORUME ,c ARCHITECTURE & INTERIOR DESIGN, INC. MANNING I ARCHITECTURE I INTERIOR DESIGN Ul rn 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 E www.forumarchitecture.com BENEFICIAL L, a COMMUNITIES X a) 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 Zephyrhills, FL JLC15.0038.00 A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Symbol Legend and General Notes Plumbing NOTE: SYMBOLS SHOWN ON THIS PLUMBING LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. iosepk Lawrence & Cc Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 1L _j Building I - First Floor Plan - Underground Plumbin 8" SANITARY SEWER BELOW GRADE 12` STORM SEWER BELOW GRADE GRADE FOR CONTINUATION SEE CIVIL DRAWINGS. FOR CONTINUATION SEE CIVIL INV. EL. (-4'-6" BFF) DWGS. INV. EL. (-3'-0" BFF), (114057 SF). 4"ECO-1 4"ECO-1 2 ') wAv� WAY) I = (2 WAY) iWT—CH L 17N E Tf T FE R'fO 715Eij P14.1 AC CONDENSATE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS. 02 WATER HEATER DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. 30 TERMINATE CONDENSATE RISER PIPING 12" ABOVE GRADE WITH SCREENED GOOSENECK FITTING. LOCATE 12" FROM EXTERIOR BUILDING WALL. TERMINATE WATER HEATER DRAIN PAN RISER PIPING 12" ABOVE GRADE WITH SCREENED GOOSENECK FITTING. LOCATE 12" FROM EXTERIOR BUILDING WALL. 1. PROVIDE WALL CLEAN OUTS AT THE BASE OF ALL SANITARY STACKS 30" AFF. 2. PROVIDE SHUT -OF VALVE AT THE BASE OF EVERY WATER RISER. 0 A I N PLUIVONG" FIILL X'TURE UNT CA CU' ATIO * BASED ON 2010 FLORIDA BUILDING CODE - PLUMBING TYPE OF SERVICE WATER SANITARY FIXTURE UNIT COUNT TOTAL 546 TOTAL GALLONS PER MINUTE N/A SIZE OF SERVICE CONNECTION 60 4" DOMESTIC CW SUPPLY BELOW GRADE, FOR CONTINUATION SEE CIVIL DRAWINGS. SHUT-0- VALVE WITHIN ACCESS BOX, SHUT-OFF PROVIDE CAST IRON COVER. FLUSH WITH GRADE, SEE CIVIL PLANS FOR MASTER METER LOCATION. 4-1 Scale: 3/32" = 1'-0" • 10IIIIIIIIIIII M KEY PLAN iosepk, Lawmnce & Co Consulting [nqineeFs 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 INTERIOR DESIGN, INC. L 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com j3h IN F1 kj'-'N) IAL COMMUNITIES 3550 S. Tamiamil'rail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: IL SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 0 z Building 1 Uj fY Of w First Floor Plan Z w *1 Underground Plumbing 0� D 4. 11 0 IL Q 3 4 3 4 3 4 r r 0 `e °1 AC CONDENSATE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS. Q WATER HEATER DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ARCHITECTURE & 71NTERIOR 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. Tami_ami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL MENEM J LC 15.0038.00 ENVANU A Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: CM/MB I PROJECT NO. 14-2984 FloorPlan Plumbing Building I - First Floor Plan - Plumbin Scale: 3/32" = 1'-0" J®sepk, Lowpenee & Cc C®nsultenq Englneeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 W W W.JLCENG.COM CA NO. 28730 q� 111,' 1 iii 1111 11, A V-09:41111 I x a TIQ A' I [I I __L 8" SANITARY SEWER BELOW GRADE 12" STORM SEWER BELOW GRADE FOR CONTINUATION SEE CIVIL DRAWINGS. FOR CONTINUATION SEE CIVIL INV. EL. = (-4'-6" BFF) DWGS. INV. EL = (-3'-0" BFF), (17,189 SF). 4"ECO- 1 4"ECO-1 (2 WAY) I I (2 WAY) 81 01 AC CONDENSATE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS. WATER HEATER DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. 03 TERMINATE CONDENSATE RISER PIPING 12" ABOVE GRADE WITH SCREENED GOOSENECK FITTING. LOCATE 12" FROM EXTERIOR BUILDING WALL. TERMINATE WATER HEATER DRAIN PAN RISER PIPING 12" ABOVE GRADE WITH SCREENED GOOSENECK FITTING. LOCATE 12" FROM EXTERIOR BUILDING WALL. 1. PROVIDE WALL CLEAN OUTS AT THE BASE OF ALL SANITARY STACKS 30" AFF. 2. PROVIDE SHUT-OFF VALVE AT THE BASE OF EVERY WATER RISER. 3. SERVICE LOCATIONS MAY MIRROR FOR SITE ORIENTATION, SEE CIVIL DRAWINGS. PLUMBING FIXTURE UNIT CALL ULA&TION BASED ON 2010 FLORIDA BUILDING CODE - PLUMBING TYPE OF SERVICE WATER SANITARY FIXTURE UNIT COUNT TOTAL 952 744 TOTAL GALLONS PER MINUTE I 200 N/A SIZE OF SERVICE CONNECTION 3" 8" NOTE: SIGNIFICANII'REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Y PLAN X (D AW.-j"HITECTURE & L.NTERIOR DESIGN, INC. 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com _db Zephyrhills, FL JLC15.0038.00 )ALAI Adam Joseph Barney P.E. #: 69124 0.SHEET REVISIONS: EDITED BY: KCM/AJB i PROJECT NO. 14-2984 22M First Floor Plan I Underground Plumbini q liq 11111"i''I i 0 - 1111'r 11111 Scale: 3/32" = 1 "-0" Joseph, Lawrence & C0 Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SI)PINGS, FLORIDA 32714 TEL: 3211.972.4466 WWW.JLCENG.COM CA NO. 28730 J-15EAN �; i 6 il , r i • i 11 , 1`1111` • Scale: 3/32" = V-0„ V AC CONDENSATE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS. Q WATER HEATER DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS IIIIIII KEY PLAN Joseph. Lawpence & Cc Consulting Engineees 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 U Z Z N uJ a 0 1 W 'F Z 05 W 0 LU F- 0 a 0 IL INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com oan nno u®° ®n YA BENEFICIAL COMMUNITIES 3550 S. Tamiarii Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED PROJECT NO. 14-2984 L I r� I � 2" 2 �� 2"VTR I � 2"WC0-1 S— 1 e e e DW , e e2" e e 1 e e r' 12" ! \ 12" \ I �4' 3 \ \ a\ \ \ \ 0 I = e e ! e ! e e I e 2"I i ee i 3" VTR d> e I 2" ! 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Tamiami Trail Suite 301 Sarasota, FL 34239 0 u merse v 0 Apartment a 0 �w 0 r Zephyrhills, FL e JLC15.0038.00 0 6 y®q �el `6 I • Adam Joseph Barney P.L. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCMiAJB E PROJECT NO. 14-2984 Fffrereran Plumbing Scale: 3f 16" = 1'_0" Joseph, Lawpence & Cc o sultinq nglrle(?r-s IgBo HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W WW.JLCING.COM CA NO. 28730 �1 AC CONDENSATE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS. WATER HEATER DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS A KEY PLAN Scale: 3/32" = 1 °-0° Josepk, Lawpence & 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. 748 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ®p0 000 Op® 99 o � BE �0 NFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 u; c 0 Zephyrhills, FL i Ji_C15.0038.00 U z Z W 0 0 1 w z 06 W U W I 0 a 7 0 II. Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Building I J -1611d ill ;[g , ki v11,14-20M I q I 'D 1 AC CONDENSATE RISER, REFER TO AND COORDINATrE WITH MECHANICAL PLANS. WATER HEATER DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. 04, TERMINATE WATER HEATER DRAIN PAN RISER PIPING 12" ABOVE GRADE WITH SCREENED GOOSENECK FITTING. LOCATE 12" FROM EXTERIOR BUILDING WALL. 4111l I 1� 141111 M111 1. PROVIDE WALL CLEAN OUTS AT THE BASE OF ALL SANITARY STACKS 30" AFF. 2. PROVIDE SHUT—OFF VALVE AT THE BASE OF EVERY WATER RISER. 3. SERVICE LOCATIONS MAY MIRROR FOR SITE ORIENTATION, SEE CIVIL DRAWINGS. PLUMBING FIXTURE UNIT CALCULATION BASED ON 2010 FLORIDA BUILDING CODE — PLUMBING TYPE OF SERVICE WATER SANITARY FIXTURE UNIT COUNT TOTAL TOTAL GALLONS PER MINUTE SIZE OF SERVICE CONNECTION NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ARCHITECTURE & INTERIOR DESIGN, INC. 0 C PLANNING I ARCHITECTURErn I WERORDESM U) .0 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone, 407.830.1400 fax.. 407.830,4143 AA0002731 Q 0) www.forumarchitecture.com I I, COMMUNITIES 3550 S. Tamiarni Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney 69124 1 SET DISTRI■BUTIONS: E A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 0 z Building 1�12 Second Floor Plan z 06 w Plumbing b w Scale: 3/32" = V-0" ,Joseph,, Lowpence & Cc Consulting Inqineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCSNG.COM CA NO. 28730 0 P 14.2 020"" 0 IL 2611 111rIlkId AC CONDENSATE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS. WATER HEATER DRAIN PAN RISER, REFER ,. RISER DIAGRAM AND DETAIL. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS V C 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 Zephyrhills, FL A1�[Ki>Fi�TZc�iZ7 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: _Q51OE t Bid & Permit Set _�_._���_.���_r..____..��_��._�__ 0 SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Building e • Plumbing S lode. 31132" ® V-0" Joseph. Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 J-1 AC CONDENSATE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS. Q WATER HEATER DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. T77CF - �W KEY PLAN i C 0 0 . 16 Uff Z �0 �4 W1 V 91 a -A 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, FL JLC15.0038.00 Adam Joseph Barney P.E. 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB 9mam- Scale: 3/32" = V-0" Jos'ePL, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 :� 11 r-4 1, 1 �'� 1 AC CONDENSATE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS, r WATER HEATER DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. NOTE: SIGNIFICANT REVISIONS MADE SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS KEY PLAN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www. foru march itectu re. co m B I -":j N',Ej - F" 1f Ir A - ff L COMMUNITIES 3553 S. Tamiami Trail Suite Sal Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED Ac PROJECT Fourtho P. Plumbing Building I - Fourth Floor Plan - Plumbin Scale: 3/32" = 1'-0" Joseph, Lawpenee & Co Consultinq Fnqineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 MEM ILL ' AC CONDENSATE RISER, REFER TO AND COORDINATE WITH MECHANICAL PLANS. ® WATER HEATER DRAIN PAN RISER, REFER TO RISER DIAGRAM AND DETAIL. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 0 KEY PLAN I ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I KrEPJOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com DQa Dan aaa as o n 89 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 0 SHEET REVISIONS: EDITED BY: KCM/AJB Building II - Fourth Floor Plan - Plumbin Scale: 3/32" = V-0" Joseph, Lawence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 RAI 11 r I U 11, 1[Woo' a�• : a NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS INTERIOR DESIGN, INC. t 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 J. Adam Joseph Barney P.E. #: 69124 � SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 JOSHEMMM Roof Plar Roof Plan - Plumbin Scale: 1/16" = V-0" f— iosepk awpence N c, Consulting fnqineeps !180 FArtWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 Unit A3 Floor Plan - Plumbin Scale: 1/4" = 1'-0" 0 COLD WATER RISER WITH UNIT SUT-OFF VALVE & REMOTE READ SUB -METER. CONTRACTOR TO INSTALL SUBMETER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. ELECTRIC WATER HEATER H-1 SEE SCHEDULE & DETAIL. TPV & PAN DRAIN RISER. SEE RISER DIAGRAM. CONDENSATE STACK. SEE RISER DIAGRAM FOR PIPE SIZES. �5 HOT AND COLD WATER PIPING BELOW FLOOR. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS MIN on _D 1. Hy 1-400. 745 orienta avenue; suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com u®o 000 uoo ou o n eu BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zepl ayrhills, FL J LC 15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. ,: _ —niarged Unit Plans Mechanical :.tt Unit A2-UFAS Floor PI -an ---Plumbin Scale: 1/4" = 1'-0° Unit Al Floor Plan - Plumbin Scale: 1/4" = 1'-0" Joseph. LQWeence & Co Consultinq Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA. 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 1 M Unit 63 Floor Plan - Plumbin Scale: 1/4" = V-0" Scale: 1/4" = V-0" (D COLD WATER RISER WITH UNIT SUT—OFF VALVE & REMOTE READ SUB —METER CONTRACTOR TO INSTALL SUBMETER FURNISHED BY OWNER. SEE BUILDING �2 ELECTRIC WATER HEATER EWH-1 SEE SCHEDULE & DETAIL. 3� TPV & PAN DRAIN RISER. SEE RISER DIAGRAM. CONDENSATE STACK. SEE RISER DIAGRAM FOR PIPE SIZES. HOT AND COLD WATER PIPING BELOW FLOOR. Scale-. 1/4" = V-0" VISIONS• TO THIS !-HE CHANGE TO A WOODFRAME ENCLOSING•R- r•* onsultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENG.COM CA NO. 28730 U z Z 0 LU I� 0 m Z 06 uI U W h z U a !Y 0 LL ,NTERIOR DESIGN, 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www. Forumarchitecture.com Dun BOB a®° ®® s o RE BB NEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 2ephyrhills, FL JLC15.0038.00 Is Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SKEET REVISIONS: EDITED BY: KCM/AJB' PROJECT NO. 14-2984 MINE Enlarged UnitPlans Plumbing rug 1 Scale: 1/4" = 1'-0" 1 COLD WATER RISER WITH UNIT SUT—OFF VALVE do REMOTE READ SUB —METER. CONTRACTOR TO INSTALL SUBMETER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. 2 ELECTRIC WATER HEATER DYE-1 SEE SCHEDULE & DETAIL. �Q TPV & PAN DRAIN RISER. SEE RISER DIAGRAM. 40 CONDENSATE STACK. SEE RISER DIAGRAM FOR PIPE SIZES. HOT AND COLD WATER PIPING BELOW FLOOR. EVISIONS HAVE BEEN MADE TO THIS THE CHANGE TO A WOOD FRAME AID ENCLOSING THE CORRIDORS ARCHITECTURE & 745 orienta avenue, suite 1121 aitamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 vwvw. fo ru rna rch itectu re. co rn BF-j" 'T NY E 'I" I C I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, EL J Lv 15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: KCMIAJB PROJECT NO. 14-2984 Enlarged Unit ■ .'. Plumbing Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" iosepk Lawpence & Cc Consullinq EngineePs 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 www.J'LCENG.COM CA NO. 28730 oil Unit C2-UFAS Floor Plan - Plumbini Scale: 1/4" = 1'-0" (D COLD WATER RISER WITH UNIT SUT—OFF VALVE & REMOTE READ SUB —METER. CONTRACTOR TO INSTALL SUBMETER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. 02 ELECTRIC WATER HEATER EWH-1 SEE SCHEDULE & DETAIL. Q TPV & PAN DRAIN RISER. SEE RISER DIAGRAM. 0 CONDENSATE STACK. SEE RISER DIAGRAM FOR PIPE SIZES. (D HOT AND COLD WATER PIPING BELOW FLOOR. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS U1 04 0 1 w I : N 0- 11 V [INF5--flne _1491*460441111010 AN1111111 Woll 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 MY: Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: KCM/AJB I PROJECT NO. 14-2984 Enlarged Unit Plans Plumbing Unit C1 Floor Plan - Plumbin Scale: 1/4" = V-0" Joseph. Lawl & Co consil Engill 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 FORunn■ JIV I I I I I I I I I �3r I I I 1 1 I I I I I I ,e I OOR kill FL FLOOR 2�ID f FLOOR i 2" 2" 2" M s �3 III I I I I I I I I I I I I I 12" I I I I 1 I ' OOR I FLOOR 3RD FLOOR 2�1D FLOOR 1Si I'�3 J1 I I I 1 I I I Ir 13 I I I I I I I I I I I FLOOR D '0®R , 3R OOR AID F 2 jo o 2° IMl� I Yjp` 1 ! ! ! ! ! I I I I I I.� I 'l I I I I I I I I I I I I 2" CP 2" OOR C, kill I 1 r 3 I I I k I T. I I 2"I 12" I I I ! I i I 2 w 2" FL00R " ! 3RD I I I I 3r I I I I P.� I � I I I I I I I I I I I 12" 3r I I 2"i I I I I I I ' I I I � I I Y 2" OOF Z. FL 2�0 I I 3r I I 1 I I I I l I I I I !2 I " � 3r I I I I i F�00R r fir'`..; �Io III 2 I I I I I I I I 1 I I I I S1 rSB S2 S3 rS 4 -� NTS �Ts �Ts �Ts NTS SANITARY RISER DIAGRAMS NTS 3r I FLOORq 2�D j3r F - - - - - - - - - - 1 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 i AA0002731 www.forumarchitecture.com 13KINTFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments SHEET REVISIONS: I EDITED 8Y: KCMIAJB i PROJECT N0. 14-2984 Joseph, Lawpence & Cc Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLCENG.COM CA NO. 28730 ! WATER TIGHT SLEEVE SP-1 PUMP 2'-0" x 2'-0" x 2'-0' SUMP PIT VENT CAP IN WALL PERFORATED O 3/4" O 3/4" (D 3/4" 3/4" PROVIDE OIL MONITORING SYSTEM. LOCATE ON EXTERIOR, 7'-6" AFG. JUNCTION BOX AND WIRING BY DIVISION 16000 GRATING x PIT FLOOR �. 1 �— CHECK VALVE UNION P SPECIFIC 1. SUMP PUMP SP-1, SHALL BE LIBERTY MOD ELV250, WITH 2" DISCHARGE AND RATED AT 115V, 1-PH, 1 /3 HP. FURNISH WITH OIL SENSING SYSTEM. 2. PROVIDE PLACARD BELOW OIL ALARM WITH 2" LETTERS, READING: "ELEVATOR SUMP PUMP". 3/4" 3R0 rL. 3/4" CONDENSATE DETAIL NOTES: 0 CONNECTION TO HVAC A/C UNIT BY MECHANICAL CONTRACTOR (TYPICAL) O CONDENSATE LINE, DISCHARGE TO BUILDING EXTERIOR, TERMINATE ABOVE GRADE A MIN OF 1'-0" AWAY FROM BUILDING WITH SCREENED GOOSENECK FITTING, BY MECHANICAL CONTRACTOR. REFER TO PLUMBING PLANS FOR DETAIL. 50� Sul la e v CW & HW TO UNIT. CONNECT TO PLUMBING FIXTURES WITHIN UNIT AS REQUIRED, Q WATER HEATER, REFER TO WATER HEATER SCHEDULE AND DETAIL. DRAIN PAN PIPING, DISCHARGE TO BUILDING EXTERIOR, TERMINATE GRADEABOVE RI OM BUILDINGD GOOSENE DETAIL.FITTING, SEE 745 orienta avenue, suite 1121 aitamonte 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 a- Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P .E. #: 691.24 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: KCMIAJB PROJECT NO. 14-2984 Diagrams Plumbing Joseph. Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 1 �— CHECK VALVE UNION P SPECIFIC 1. SUMP PUMP SP-1, SHALL BE LIBERTY MOD ELV250, WITH 2" DISCHARGE AND RATED AT 115V, 1-PH, 1 /3 HP. FURNISH WITH OIL SENSING SYSTEM. 2. PROVIDE PLACARD BELOW OIL ALARM WITH 2" LETTERS, READING: "ELEVATOR SUMP PUMP". 3/4" 3R0 rL. 3/4" CONDENSATE DETAIL NOTES: 0 CONNECTION TO HVAC A/C UNIT BY MECHANICAL CONTRACTOR (TYPICAL) O CONDENSATE LINE, DISCHARGE TO BUILDING EXTERIOR, TERMINATE ABOVE GRADE A MIN OF 1'-0" AWAY FROM BUILDING WITH SCREENED GOOSENECK FITTING, BY MECHANICAL CONTRACTOR. REFER TO PLUMBING PLANS FOR DETAIL. 50� Sul la e v CW & HW TO UNIT. CONNECT TO PLUMBING FIXTURES WITHIN UNIT AS REQUIRED, Q WATER HEATER, REFER TO WATER HEATER SCHEDULE AND DETAIL. DRAIN PAN PIPING, DISCHARGE TO BUILDING EXTERIOR, TERMINATE GRADEABOVE RI OM BUILDINGD GOOSENE DETAIL.FITTING, SEE 745 orienta avenue, suite 1121 aitamonte 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 a- Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P .E. #: 691.24 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: KCMIAJB PROJECT NO. 14-2984 Diagrams Plumbing Joseph. Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 THERMAL RELIEF VALVE WATTS MOD. # 530C WATER METER LOCATED IN MECH. CLOSET, _ (OWNER PROVIDED REMOTE READ—OUT METER). UNIT SHUT OFF VALVE M IH UNION HOT & COLD WATER PIPING IN CEILING (TYPICAL) SPACE OR AS SHOWN ON DRAWINGS HEAT TRAP (TYPICAL TEMPERATURE AND PRESSURE RELIEF VALVE AS REQUIRED i BY LOCAL CODE WATER HEATER (EWH) SEE SCHEDULE PIPE, FULL SIZE OF T&P RELIEF VALVE AND THERMAL RELIEF VALVE DRAIN VALVE DISCHARGE THERMAL RELIEF 24 GAUGE GALVANIZED VALVE CNNEAN WITH SHEETMETAL DRAINPAN CION 7 NTS PROVIDE EASILY ACCESSIBLE UNIT SHUT—OFF VALVE. _ zr COLD WATER SUPPLY FROM DOMESTIC WATER RISER. i 2" ROUTE WATER HEATER PAN DRAIN TO PAN DRAIN RISER, ROUTE TO EXTERIOR, SEE DETAIL AND RISER DIAGRAM. ■ i — Alk PLUMBING CONTRACTOR TO PROVIDE AND COORDINATE WIRING WITH ELECTRICAL CONTRACTOR. TEST THRID CLEAT CI AN[ PIPING FINISHED FLOOR COMBINATI( WYE & 1 / SHED WALL SURFACE ESS COVER AND FRAME OVIDE FIRE RATED ACCESS VER IN FIRE RATED WALL) NTS 45E PLAN Is SOIL PIPE —SEE PLANS FOR SIZE THREAD PVC CLEANOUT COVER W/RECESSED SLOT TENSION PIECE !E AS NEEDED) TO UNIT. 3 FLOOR CLEAN OUT DETAIL COLD WATER SUPPLY NTS NTS UNION (TYP.) WATER METER "KENT" MODEL #C-700 OR EQUAL, WITH REMOTE READER.(OWNER PROVIDED, (PLUMBING CONTRACTOR INSTALLED). 6 WATER METER DETAIL NTS NTS FINISHED FINISHED I COMBINE WYE & V-0" SQ. x 6" DEEP CONCRETE PAD .::° : • SOIL PIPE — SEE PLANS FOR SIZE PLAN ELEVATION 5 TWO W NTS THREAD PVC CLEANOUT COVER W/RECESSED SLOT EXTENSION PIECE (SIZE AS NEEDED) AY CLEAN OUT DETAIL NTS SO. x 6" DEEP CRETE PAD FINISHED I FINISHED I COMBINATIS WYE & 1 / ZAASS CLEANOUT RECESSED SLOT PIECE VEEDED) 5911, LEAR' 1 1`11151411112! TWA TERMINATE IN LANDSCAPE AREA' 1 NTS FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY. CONDENSATE &WATER HEATER SAFETY PAN DISCHARGE TERMINATION DETAIL NTS PLUMBING FIXTURE SCHEDULE MARK FIXTURE WASTE TRAP VENT COLD WATER HOT WATER MANUFACTURER /MODEL # DESCRIPTION WC-1 WATER CLOSET—ADA 3" INTEG 2" 1/2" — AMERICAN STANDARD RIM 17" AFF. FLOOR MOUNTED TANK TYPE, VITREOUS CHINA, 1.6 GPF, ELONGATED BOWL, 2586.000 BOLT CAPS. COORDINATE FINISH WITH ARCHITECT. SOLID PLASTIC ELONGATED SEAT (WHITE) W/S,S, CHECK HINGES, WATERSENSE CERTIFIED UR-1 URINAL — ADA TYPE 2" 2" 1-1/2" 3/4" — AMERICAN STANDARD LIP +17" VITREOUS CHINA, WHITE, WALL HUNG WASHOUT FLUSH URINAL COMPLETE WITH 6541.132 3/4" 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 UNDERCOUNTER MOUNT SINK, VITREOUS CHINA, WHITE, OVAL, CHROME OVERFLOW. COMPLET 0630.000 WITH RAP AND TRIM RINGS. PROVIDE WITH AMERICAN STANDARD 4" CENTERSET, ANTI—SCA FAUCET. WATERSENSE CERTIFIED. L-2 LAVATORY—ADA 1-1/2- 1-1 /4" 1-1 /2" ' 1 /2" / 2`° AMERICAN STANDARD VITREOUS CHINA, WHITE, WALL HUNG, FRONT OVERFLOW`. COMPLETE WITH STOPS AND 0321.026 TRAP. PROVIDE WITH AMERICAN STANDARD 4" CENTERSET ANTI —SCALD FAUCET, .5 GPM. WATERSENSE CERTIFIED. S-1 DOUBLE COMPARTMENT 2" 2" 1-1/2" 1/2" 1/2" AMERICAN STANDARD 33"x22"00", 18 GAUGE STAINLESS STEEL, SELF RIMMING SINK. SINGLE HOLE, DOUBLE SINK 7502.103.075 BOWL. CULINAIRE 1.5 GPM SINGLE CONTROL, ANTI —SCALD FAUCET, .5 GPM. WATERSENSE 4137.100 CERTIFIED. S-2 DOUBLE COMPARTMENT 2" 2" 1-1/2" 1/2" I 1/2" AMERICAN STANDARD 33"x22"x5", 18 GAUGE STAINLESS STEEL, SELF RIMMING SINK. SINGLE HOLE, DOUBLE SINK—ADA I 15DB.332211.073 BOWL. DRAIN AT REAR OF BOWL, CUUNAIRE 1.5 GPM SINGLE CONTROL, ANTI —SCALD i 4137.100 FAUCET. WATERSENSE CERTIFIED BT-1 BATHTUB 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" STERLING 5'—O"x2'-6" SILID VIKRELL WITH SUP RESISTANT FLOOR. ALLURA SINGLE HANDLE TUB. 71101110 PROVIDE SHOWER SYSTEM 2.0 GPM SHOWER HEAD, LR STYLE LEVER HANDLES. TEMPTROL SYMMONS S-4701—X PRESSURE BALANCING MIXING VALVE, SCREW! ESS ESCUTCHEON, 2.0 GPM SHOWER HEAD, WATERSENSE CERTIFIED BT-2 BATHTUB—ADA 1-1/2" 1-1/2" 1-1/2- 1/2- 1/2" STERLING 5 —_Offx�2—r SOLID VIKRELL WITH SUP RESISTANT FLOOR. ELITE SINGLE HANDLE TUB. 71171110 PROVIDE SHOWER SYSTEM WITH HAND HELD SHOWER & LR STYLE LEVER HANDLES. TEMPTROL ON/OFF PRESSURE BALANCING VALVE WITH NON —POSITIVE SHUT—OFF, 1 SYMMONS C-96-300-630—V—X SCREWLESS ESCUTCHEON, 30" SLIDE BAR, 60" FLEXIBLE HOSE, INTEGRAL VACUUM � BREAKER 2.0 GPM CHROME SHOWER HEAD WATERSENSE CERTIFIED. EWC-1 ELECTRIC WATER COOLER 2" 1-1 /2" 1-1/2" 1 /2" ELKAY LOWER BUBBLER 36 AFFs UPPER 41 AFF. WALL MOUNTED CAPACITY TO DELIVER 8 GPH OF I H!/LOW I EZSTLBC 507 WATER WITH INLET TEMP. OF 89F AND ROOM TEMP. OF 99F, STAINLESS STEEL BAST I & PEWTER VINYL W/ 1/5 HP., 120V/10. MS-1 MOP SINK 3" 3" 1-1/2" 1/2" 1/2" FIAT MSB 830—AA 24x24 TERRAllO MOP BASIN. PROVIDE SERVICE FAUCET WITH VACUUM BREAKER, HOSE 832—AA 889—CC AND HOSE BUCKET, MOP HANGER AND STAINLESS STEEL DRAIN ASSB. 302 FD-1 FLOOR DRAIN SIZE/ — — — — ZURN DURA—COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE SEE DWG. ZN4158 MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE 'B' POLISHED NICKEL BRONZE STRAINER. PROVIDE ALL FLOOR DRAINS WITH TRAP PRIMER VALVES. RD-1 ROOF DRAIN SIZE/ — — _ _ ZURN DURA—COATED CAST IRON ROOF DRAIN BODY COMBINATION OVERFLOW DRAIN, BOTTOM SEE DWG. Z-163—ZC—C—VP OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP, ADJUSTABLE 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 MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE 'B' POLISHED ! NICKEL BRONZE HEEL PROOF STRAINER. WCO-1 WALL CLEAN —OUT SIZE/ — ZURN CAST IRON CLEAN —OUT TEE, DURA COATED BODY, GAS AND WATERTIGHT ABS TAPERED SEE DWG. I Z1446 THREAD PLUG AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. FCO-1 FLOOR CLEAN —OUT SIZE/ — — — — OSAM PVC CLEAN —OUT WITH 2—WAY CLEAN —OUT TEE, SEE DWG. ( 7000-31 (MOUNTED IN FLUSH 12"x12"0" CONCRETE PAUNTER SUNK PLUG. TPV-1 TRAP PRIMER VALVE _ I _ — I 1/2" — RECISION PLUMBING PROVIDE FULLY ACCESSIBLE SHUT OFF VALVE TO EACH PRIMER VALVE. RODUCTS I R-500 WHA-1 WATER HAMMER I _ — _ SIOUX CHIEF SIZE PER MANUFACTURER'S RECOMMENDATIONS. PDI CERTIFIED. WHA-1: SIZE "A" WHA-2: ARRESTOR I #60 SERIES SIZE "B" REFER TO RISER DIAGRAMS FOR ARRESTOR LOCATIONS. REFER TO SPECIFICATION ' FOR SELECTION METHOD. HB-1 HOSE BIBB — — — 1/2" — WOODFORD ROUGH —BRONZE WALL FAUCET WITH ASSE 1011 EXTERNAL VACUUM BREAKER AND LOOSE B65 KEY. AAV-1 AIR ADMITTANCE VALVE 1-1/2" I STUDOR TEC—VENT i MOUNT IN ACCESSIBLE LOCATION FOR MAINTENANCE. WB-1 WASHER BOX 2 " 2 — 1/2 " 1/2 " OATEY i VALVE 36wAFF. HIGH IMPACT PLASTIC BOX W DIMENSION OF 9" HIGH x 10 3 4 / / #38933 WIDE. PROVIDE 1/2" FIP INLET x ` 1/4" OD OUTLET COMPRESSION ANGLE VALVE. SUPPLY CONNECTION SIZE SHALL BE 1/2- OD. NOTES: 1. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH WATTS "FLOODSAFE" AUTO —SHUT OFF CONNECTOR TYPE SUPPLY RISERS WITH BRAIDED STAINLESS STEEL CONNECTORS. THIS SHALL INCLUDE ALL FAUCETS, TOILETS AND WATER FOUNTAINS. 2. PROVIDE FULLY ACCESSIBLE WATER HAMMER ARRESTORS ON ALL MAW VERTICAL DROPS TO PLUMBING FIXTURE GROUPS. ELECTRIC WATER HEATER SCHEDULE UNIT # SERVING TYPE GALLONS INPUT EFF. RATING GPH REC. ®70'F RISE VOLT/PHASE CURRENT DRAW PER PHASE WEIGHT (LBS.) DIMENSIONS MANUFACTURER MANUFACTURER MODEL EWH-1 1 BEDROOM UNITS ELECTRIC 40 ; 4.5 .95 21 208V — 1 483 32 H " x 24 � E A0 SMITH ENLB-40 EWH-2 2 BEDROOM UNITS ELECTRIC 40 I 4.5 1 .95 21 208V — 10 508 1 61" H x 20" AO SMITH PXHT-40 EWH-3 3 BEDROOM UNITS ELECTRIC 50 4.5 .95 21 208V — 10 608 1 57" H x 23"3 AO SMITH 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. PUMP SCHEDULE UNIT # DESCRIPTION SERVING GPM HEAT I PUMP I EFF. % CONN. SIZE MOTOR DATA SELECTION BASED ON: REMARKS INLET OUTLET HP RPM VOLT PH. MANUFACTURER MODEL DWBP_1 DOMESTIC WATER BOOSTER PUMP BUILDING 1 308 I I 51 -0 4" I 4" (2) 0 7.5 3450 208 3 PH QUANTUMFLO EINSTEIN #49500 GENIUS E NSF 61 CERTIFICATION SP-1 ELEVATOR SUMP PUMP SUBMERSIBLE PUMP I 50 20 70 I 1 1/2" I 1 1/2" 3/4" 1750 120 1 PH LIBERTY 297-2 OIL SENSING SYSTEM VC Josepk I owrence Cc Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3 aFORUME 10 ARCHITECTURE & 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 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: I EDITED BY: KCWAJB PROJECT NO. 14-2984 ABV ABOVE ADJ ADJUSTABLE AF AIRFOIL AFF ABOVE FINISHED FLOOR AC AIR CONDITIONER ACU AIR CONDITIONING UNIT AHU AIR HANDLING UNIT AP ACCESS PANEL BAS BUILDING AUTOMATION SYSTEM BI BACKWARD INCLINE BLDG BUILDING BHP BRAKE HORSEPOWER BTUH BRITISH THERMAL UNIT PER HOUR CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CLG CEILING CW CHILLED WATER CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY CONC CONCRETE COND CONDENSATE CONT CONTINUOUS CO CARBON MONOXIDE COP COEFFICIENT OF PERFORMANCE CU CONDENSING UNIT 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 AIRSYSTEM 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 SA SUPPLY AIR SF SUPPLY FAN SDT SMOKE DETECTOR SD SUPPLY DIFFUSER SDMP SMOKE DAMPER SQ.FT. SQUARE FOOT SR SUPPLY REGISTER STR STARTER SWSI SINGLE WIDTH, SINGLE INLET SZ SINGLE ZONE TEFC TOTALLY ENCLOSED FAN COOLED TEMP TEMPERATURE TG TRANSFER GRILLE T/O TRANSFER OPENING ABOVE CEILING T'STAT THERMOSTAT TYP TYPICAL VFDC VARIABLE FREQUENCY DRIVE CONTROLLER VAV VARIABLE AIR VOLUME VS VARIABLE SPEED W WATTS W/ WITH W/0 WITHOUT WB WETBULB ZD ZONE DAMPER NOTE: - GENERAL NOTES ON THIS MECHANICAL SHEET ARE FOR GENERAL REFERENCE PURPOSES ONLY. ALL OF THESE NOTES MAY NOT BE USED FOR THIS PROJECT. 1. INSTALL EQUIPMENT AND MATERIALS IN COMPLIANCE WITH MANUFACTURER'S MINIMUM CLEARANCE REQUIREMENTS AND RECOMMENDATIONS. 2. COMPLY WITH THE LATEST EDITIONS OF NFPA AND THE LATEST ADOPTED EDITION FLORIDA BUILDING CODE (MECHANICAL, PLUMBING AND GAS). 3, ALL MATERIALS SHALL FIT THE SPACE AVAILABLE. VERIFY DIMENSIONS AND CLEARANCES ON BUILDING PLANS PRIOR TO COMMENCING WORK. 4. CONTRACTOR IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS IN ACCORDANCE WITH AABC GUIDELINES. A TEST AND BALANCE REPORT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 5. PROVIDE 45 DEGREE BRANCH TAKE —OFF PER SMACNA FIG. 2-8 ON ALL RECTANGULAR DUCT TAKE —OFFS. 6. PROVIDE AND INSTALL DUCT MOUNTED HINGED ACCESS DOORS FOR ALL SMOKE AND/OR FIRE DAMPERS, NOT OTHERWISE ACCESSIBLE. 7. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING AND SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO OR INSTALLING EQUIPMENT AND MATERIALS. 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. COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED TO FIT TRUSS SYSTEM SO LONG AS THE EQUIVALENT INSIDE CROSS SECTIONAL AREA IS NOT DECREASED. 9, GAUGES AND CONSTRUCTION FOR DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS, 10. TRANSITION RECTANGULAR DUCTWORK ON BOTTOM AND SIDES. MAINTAIN TOP OF DUCTWORK LEVEL AND HIGH AS POSSIBLE. FLEXIBLE DUCT RUN —OUTS TO CEILING DIFFUSERS SHALL BE AS STRAIGHT AS POSSIBLE AND FREE OF SAGS & KINKS. FLEX DUCT SHALL BE THE SAME SIZE AS THE DIFFUSER NECK IT SERVES. 11. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH SQUARE TO ROUND TRANSITIONS. SPIN —IN FITTINGS Al' THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. 12. THE CONTRACTOR SHALL 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 PROVEN TO BE FULLY OPERATIONAL AND USEABLE. 13. ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN THREE (3) FEET OF A WALL TO PROVIDE 2—WAY OR 3—WAY BLOW AWAY FROM OR PARALLEL TO WALLS. ALL DIFFUSERS SHALL HAVE 4—WAY BLOW UNLESS NOTED OTHERWISE. 14. PORTIONS OF DUCTWORK VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. 15. ALL DAMPERS IN AND ABOVE CEILING SHALL BE ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL ACCESS PANELS IN CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR DRAWINGS FOR PROPER LOCATION. 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. 17. COORDINATE DUCTWORK AND PIPING WITH PLUMBING, FIRE PROTECTION AND ELECTRICAL. MAKE OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE CONTRACT. 18. SEAL ALL TRANSVERSE JOINTS AND FITTINGS WITH DUCT SEALER. 19. TRAP AND ROUTE CONDENSATE DRAINS LINES, FULL SIZE OF UNIT CONNECTION, AS INDICATED. SLOPE 1/8" PER FOOT. 20. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL CHANGES RESULTING FROM THE ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE BORNE BY THE MECHANICAL SUBCONTRACTOR. 21. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. 22. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER TRADES. 23. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC DIVISION 16 SPECIFICATIONS. 24. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED IN ACCORD WITH ASTM E84. 25. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. USE MINIMUM GALVANIZED STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. 26. THE TABC SHALL BE EMPLOYED DIRECTLY BY THE GENERAL CONTRACTOR WHO SHALL BE SOLELY RESPONSIBLE FOR ITS PERFORMANCE AND THE TIMELY SCHEDULE OF ITS OPERATION. 27. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE DUCT SHALL BE IDENTIFIED ON A PERMENANT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. NOTE: SYMBOLS SHOWN ON THIS MECHANICAL LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. SUPPLY DIFFUSER. (4-WAY) RETURN OR OUTDOOR AIR GRILLE EXHAUST GRILLE SUPPLY DUCT UP SECTION (RECTANGULAR) RETURN DUCT UP SECTION (RECTANGULAR) EXHAUST DUCT UP SECTION (RECTANGULAR) SUPPLY DUCT DOWN SECTION (RECTANGULAR) RETURN DUCT DOWN SECTION (RECTANGULAR) EXHAUST DUCT DOWN SECTION (RECTANGULAR) SUPPLY DUCT UP SECTION (ROUND). SUPPLY DUCT DOWN SECTION (ROUND). LINEAR SLOT DIFFUSER EXISTING LINEAR SLOT DIFFUSER (LIGHT LINETYPE) RECTANGULAR DUCTWORK WITH TAKE -OFF, BALANCING DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. FIRST DIMENSION IS THAT OF SIDE SHOWN. ROUND DUCTWORK. CONICAL FITTING WITH DAMPER ON BRANCH CONNECTION TO RECTANGULAR MAIN (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY). EXISTING DUCTWORK TO REMAIN (LIGHT LINETYPE) DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED. DUCT OFFSETS DOWN (DROP) 'IN DIRECTION INDICATED. OPPOSED BLADE VOLUME DAMPER (OBD). MANUAL DAMPER FLEXIBLE DUCT CONNECTION. COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL. EXISTING DUCTWORK TO BE REMOVED (DASHED LINE". E) DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR CONTROL REQUIREMENTS. AIR DEVICE TAG RMA K-CFM SIDEWALL TRANSFER GRILLE SIDEWALL SUPPLY REGISTER SIDEWALL RETURN GRILLE OR OUTSIDE AIR LOUVER SIDEWALL EXHAUST GRILLE WALL MOUNTED DDC TEMPERATURE SENSOR MOUNT 5'-0" ABOVE FINISHED FLOOR. WALL MOUNTED THERMOSTAT MOUNT 5'-0" ABOVE FINISHED FLOOR. WALL MOUNTED CO SENSOR MOUNT 5'-0" ABOVE FINISHED FLOOR. WALL MOUNTED DDC HUMIDITY SENSOR MOUNT 5'-0" ABOVE FINISHED FLOOR. WALL MOUNTED HUMIDISTAT SENSOR MOUNT 5'-0" ABOVE FINISHED FLOOR. PHOTO DETAIL OR SECTION IDENTIFICATION TARGET A DETAIL NUMBER. B w SKEET NUMBER ON WHICH DETAIL IS LOCATED. RADIATION DAMPER INSTALLED IN AIR DEVICE RADIATION DAMPER INSTALLED IN DUCT. ELBOW WITH TURNING VANES �X REFERENCE NOTES OX REFERENCE NOTE - MULTI -DISCIPLINE SHEETS FLOW DIRECTION INDICATES POINT OF CONNECTION BETWEEN NEW AND EXISTING. ® POINT OF DISCONNECT CWS CONDENSER WATER SUPPLY PIPING. CWR CONDENSER WATER RETURN PIPING. BCWS BUILDING CONDENSER WATER SUPPLY PIPING. BCWR BUILDING CONDENSER WATER RETURN PIPING. CHWS CHILLED WATER SUPPLY PIPING. CHWR CHILLED WATER RETURN PIPING. HWS HEATING WATER SUPPLY PIPING. HWR HEATING WATER RETURN PIPING. CD CONDENSATE DRAIN PIPING. R REFRIGERANT PIPING yFS FLOW SENSOR. SP STATIC PRESSURE TRANSMITTER ASSEMBLY. LY RECTANGULAR BRANCH DUCT CONNECTION. L L-1/0, (PROVIDE BALANCING DAMPER AT ALL MIN.a"w BRANCH CONNECTIONS) .. TEE (PLAN, UP, DOWN). —a ELBOW (PLAN, UP, DOWN). VALVE. 4 TWO WAY MOTORIZED CONTROL VALVE. THREE WAY MOTORIZED CONTROL VALVE. -- PRESSURE REDUCING VALVE. -�7�— -- FLOW CONTROL VALVE. BALL VALVE FOR PIPING 2—INCHES AND SMALLER, --�(�-- BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND LARGER. CHECK VALVE. yy STRAINER. ! BALANCE VALVE WITH INTEGRAL TADS FOR CONNECTION OF DIFFERENTIAL PRESSURE METER. VALVE SHALL HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS VALVE PRESSURE DROP. AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL A TEMPERATURE AND PRESSURE TEST PORTS. UNION. VENTURI FLOW METER. PRESSURE AND/OR TEMPERATURE PORT THERMOMETER. PRESSURE GAUGE WITH GAUGE COCK. FLEXIBLE CONNECTION. PRESSURE RELIEF VALVE. M MOTORIZED ACTUATOR OPENING IN WALL ABOVE CEILING. EQUIPMENT 3 TYPE MARK EQUIPMENT TAG 1" DOOR UNDER CUT. ARROW UC INDICATIES DIRECTION OF !FLOW I 1 I Josepk Lawrence & Co Consultinq Lngineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. PLMW4G I HTTECTURE I INTERIOR DESKM 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. Tarniami Trail Suite 391 Sarasota, FL 34239 =a - Zephyrhills, FL JLC15.0038.00 i i �KONA' 0 L i AlI1 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: i SHEET REVISIONS: U a A 1 CU ; ��� , ��,�� `,a rRow",m� CU 1 �. ;: (TYP OF 4)f "I I (TYP OF 4) MATCHLINE REFER TO SHEET M15.1 INSTALL CONDENSING UNIT AND HOUSEKEEPING PAD PER DETAIL ON SHEET M15.81. COORDINATE CONDENSING UNIT LOCATIONS WITH OWNER. CONDENSING UNITS ARE SHOWN FOR REFERENCE ONLY. REFER TO MECHANICAL SITE PLAN FOR EXACT LOCATION. ® ROUTE EXHAUST DUCT FROM CEILING MOUNTED EXHAUST FAN THROUGH JOIST SPACE TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DIAGRAM ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. 3 ROUTE DRYER EXHAUST DUCT THROUGH JOIST SPACE TO BUILDING SIDEWALL. 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 CONTINUATION. ® ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL DOWN THRU FLOORS AND UNDER SLAB TO GROUND MOUNTED CONDENSING UNIT. SEE PLUMBING PLANS FOR CONDENSATE LINE ROUTING. ROUTE REFRIGERANT LINES PER RISER ON SHEET M15.91. 5Q 12"x12" EXHAUST LOUVER EQUAL TO RUSKIN ELF6375DXD. 24"02" EXHAUST LOUVER EQUAL TO RUSKIN ELF6375DXD. SET THERMOSTAT SETPOIwr AT 80 DEGREES FAHRENHEIT. ROUTE 6"0 OUTSIDE AIR DUCT FROM AHU ABOVE CEILING TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DETAIL ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. PROVIDE MOTORIZED DAMPER IN OUTSIDE AIR DUCT. PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. CU 1 3 (TYP OF 4) NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS DESIGN, f01 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BIE"NEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL Adam Joseph Barney P.E. #: 69124 IL SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 •• a .} Building I - First Floor Plan - Mechanical Scale: 3/32" = 1'-0" osep 4 Lawrence & C/o Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 M15.11 120A a---- AN-ARMW I 2 1 eJ (TYP OF 4) (TYP OF 4) _ l `�,, CU Scale: 3132" m V-0" (1 INSTALL CONDENSING UNIT AND HOUSEKEEPING PAD PER DETAIL ON SHEET M15.81. COORDINATE CONDENSING UNIT LOCATIONS WITH OWNER. CONDENSING UNITS ARE SHOWN FOR REFERENCE ONLY. REFER TO MECHANICAL SITE PLAN FOR EXACT LOCATION. ROUTE EXHAUST DUCT FROM CEILING MOUNTED EXHAUST FAN THROUGH JOIST SPACE TO BUILDING SIDEWALL TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DIAGRAM ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. O3 ROUTE DRYER EXHAUST DUCT THROUGH JOIST SPACE TO BUILDING SIDEWALL 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 CONTINUATION. 4 ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL DOWN THRU FLOORS AND UNDER SLAB TO GROUND MOUNTED CONDENSING UNIT. SEE PLUMBING PLANS FOR CONDENSATE LINE ROUTING. ROUTE REFRIGERANT LINES PER RISER ON SHEET M15.91. U5 PROVIDE 18"x18" EXHAUST AIR LOUVER EQUAL TO RUSKIN ELF6375DX. O ROUTE. 8"0 OUTSIDE AIR DUCT ABOVE CEILING TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DETAIL ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. PROVIDE MOTORIZED DAMPER IN OUTSIDE AIR DUCT. 7 ? PROVIDE NEW FUI-LY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS KEY PLAN JosepL, Lawrence & Co Consulting Lngineeps 1180 H.ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCGNCI.COM CA INO. 28730 U z z U) w 0 Uj z 06 w U W F- U Q 0 U. INTERIOR DESIGN, '1,--. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BOB non BBB nn o 0 BB Mw 'T Nr E F I C I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 ephyrhills, EL J LC 15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCMIAJB PROJECT NO. 14-2984 .ri M15.12 U 3t i aCU CU CU 1C 3 2C 3 3C 3 Cl) ROUTE 10"0 OUTSIDE AIR DUCT FROM AHU UP THRU ROOF. PROVIDE MOTORIZED DAMPER. TERMINATE WITH ROOF BACKDRAFTI DAMPER AND BIRDSCREEN. 2� MOUNT AHU PER DETAIL ON SHEET M15.82 AND ROUTE REFRIGERANT PIPING TO EXTERIOR CONDENSING UNIT. 3 PAD MOUNT EXTERIOR CONDENSING UNIT PER DETAIL ON SHEET M15.81. ROUTE AHU CONDENSATE FROM AHU TO HUB DRAIN IN MECHANICAL ROOM. REFER TO PLUMBING PLANS FOR CONTINUATION. 05 ROUTE DUCTWORK THROUGH TRUSS SPACE (TYP.), COORDINATE EXACT DUCTWORK ROUTING WITH TRUSS SHOP DRAWINGS AND FIELD CONDITIONS. �6 PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. 7 ROUTE 8"0 RESTROOM EXHAUST AIR DUCT UP THRU ROOF. TERMINATE WITH ROOF CAP WITH INTEGRAL BACKDRAFT DAMPER AND BIRDSCREEN PER DETAIL SHEET M15.82. �8 ROUTE SUPPLY DUCT IN ATTIC SOFFIT ABOVE WALL. DUCT OVER EXTERIOR AREA TO BE GALVANIZED METAL WITH R-8 INSULATION MIN. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS JosepL, Lawrence & Co Consulting Ingineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS; FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 !NTERIOR DESIGN, INC. 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 Zephyrhills, FL R110%&1 i sx: U01 0 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Floor Plan Clubhouse - Floor Plan - Mechanical Scale: 3/16" = V-0" MA15.13 - , ___ - . - —I- __ I I REFERENCE NOTES: (D Mlip � IT 'ff ion (D ROUTE EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER RISER SHEET M15.91. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. ROUTE DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL TERMINATE DUCT AT EXTERIOR WALL JACK PER DETAIL. SHEET M15.81. PRIME COAT AND L" PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLAN FOR CONTINUATION. ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL CAVITY DOWN TO FIRST FLOOR AND OUT TO GROUND MOUNTED CONDENSING UNITS. ROUTE BnO OUTSIDE AIR DUCT FROM AHU ABOVE CEILING TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DETAIL ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. PROVIDE MOTORIZYED DAMPER IN OUTSIDE AIR DUCT. PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. Scale: 3/32" = V-0" NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORR15DORS IIIIIIIIINIIIIIII E KEY PLAN iosepk, Lawpence & Cc Consulfinq lnqineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321972.4466 WWW.JLC.'NG.COM CA NO. 28730 INTERIOR DESIGN, INC. 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com B 1 11 ICI L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 M � W J LC 15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 b Z Building I U) w 0 X LU z Second Floor Plan 06 w Mechanical E Scale: 3/32 = 1'_0" �1 ROUTE EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER RISER SHEET M15.91. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. ROUTE DRYER EXHAUST DUCT THROUGH-. t BUILDING SIDEWALL. COLOR,TERMINATE DUCT AT EXTERIOR WALL JACK PER DETAIL SHEET M15.81. PRIME COAT Aj PAINT WALL JACK TO MATCH BUILDING INDIVIDUAL PLAN _ •. ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL CAVITY DOWN TO FIRST FLOOR AND OUT TO GROUND MOUNTED CONDENSING UNITS. ® PROVIDE 18"x18" EXHAUST AIR LOUVER EQUAL TO RUSKIN ELF6375DX. Q ROUTE 8"0 OUTSIDE AIR DUCT FROM AHU ABOVE CEILING TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DETAIL ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. PROVIDE MOTORIZED DAMPER IN OUTSIDE AIR DUCT. 60 PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHMGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph. Lawpence & Cc Consulfinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLCENG.COM CA NO. 28730 06 ARCHITECTURE & INTERIOR DESIGN, INC. PLAMM I MCWEC WRE I 745 crienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ®n® ddd Qdd ddd 13 � oa BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL J LC 15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Z� SHEET REVISIONS: EDITED BY: KCMIAJB 11 PROJECT NO. 14-2984 U Z Building II W 0 0 Z Second Floor Plan im U W U 15.22 0 a u REFERENCE NOTES: O Ell ROUTE DUCT FROMMOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER RISER SHEET M15.91. PRIME . PAINT . JACK a. MATCH BUILDING SEE 1NDN,1DUAL UNIT PLANS FOR CONTINUATION. ® 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. 3� ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL CAVITY DOWN TO FIRST FLOOR AND OUT TO GROUND MOUNTED CONDENSING UNITS. ROUTE 8"0 OUTSIDE AIR DUCT FROM AHU ABOVE CEILING TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DETAIL ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. PROVIDE MOTORIZED DAMPER IN OUTSIDE AIR DUCT. ® PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. Scale: 3/32" = V-0" NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS� SHEET DUE TO THE CHANGE WOOD FRAME ENCLOSINGSTRUCTURE AND CORRIDORS KEY PLAN Joseph, Lawrence & Cc Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 t) Z Z (7 W _0 W Z W IY D U W h z 0 IY Q 0 LL • INTERIOR DESIGN, 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 wwvv. foru rna rch itectu re. corn Summerset Apartments Zephyrhills, FL J LC 15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: KCM/AJB I PROJECT NO. 14-2984 9= Third Floor Plan Mechanical M15.31 LU u �1 ROUTE EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER RISER SHEET M15.91. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. ROUTE DRYER R - THROUGH SPACE BUILDINGTERMINATE DUCT AT EXTERIOR WALL JACK PER DETAIL SHEET M15.81. PRIME COAT A�l PAINT WALL JACK TO MATCH BUILDING ■ SEE INDIVIDUAL FOR CONITINUATION- r3 ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL CAVITY DOWN TO FIRST FLOOR AND OUT TO GROUND MOUNTED CONDENSING UNITS. 04 PROVIDE 18"08" EXHAUST AIR LOUVER EQUAL TO RUSKIN ELF6375DX. ROUTE 8"0 OUTSIDE AIR DUCT ABOVE CEILING TO BUILDING SIDEWALL TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DETAIL ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. PROVIDE MOTORIZED DAMPER IN OUTSIDE AIR DUCT. ivl PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS KEY PLAN ARCHITECTURE & IftTERIOR DESIGN, INC. 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: 0 SHEET REVISIONS: Mechanical • • • •� snorm. i Scale: 3/32" = V-0" ioseph, Lawrence & Co Consullinq En4neeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLClt4G.COM CA NO. 28730 M 15.32 REFERENCE NOTES: O c�T►'� I J I 01M • I - Fourth Floor Plan - Mechanical 01 ROUTE EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN UP THROUGH ROOF TERMINATE DUCT WITH ROOF CAP PER DETAIL SHEET M15.81. ® ROUTE DRYER EXHAUST DUCT FROM DRYER VENT BOX UP THROUGH ROOF. TERMINATE DUCT WITH ROOF CAP PER DETAIL SHEET M15.81. ® ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL DOWN TO FIRST FLOOR. ® 16"xl6" RATED ELEVATOR SHAFT RELIEF VENT UP TO ROOF. TERMINATE WITH ROOF VENTILATOR CAP WITH INTEGRAL BIRDSCREEN PER DETAIL ON SHEET M15.82. SEE ARCHITECTURAL PLANS FOR SHAFT RATING. ROUTE 6"0 OUTSIDE AIR DUCT FROM AHU ABOVE CEILING TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DETAIL ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. PROVIDE MOTORIZED DAMPER IN OUTSIDE AIR DUCT. 6 PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. Scale: 3/32'" = 1 `-0" NOTE: SIGNIFICANT REVISIONS HAVE SEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS C KEY PLAN osepm Lawrence & Co Consnlfinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENG.COM CA NO: 28730 01 INTERIOR DESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 54 N JLI 1041YEj ET -'q I C I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL JLC15.0038.00 wpm • • • • •0• s '0•m ��� •m• �•••re ®®fib �� 0•®•p•�me mq•' Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: IL SHEET REVISIONS: EDITED BY: KCM/AJB I PROJECT NO. 14-2984 Z Ulil in to W 0 w W Z Fourth Floor Plan � w W Mechanical F U W f- z 0 15.41 7 0 LL 1 01 ROUTE EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN UP THROUGH ROOF. TERMINATE DUCT WITH ROOF CAP PER DETAIL SHEET M15.81. 0 ROUTE DRYER EXHAUST DUCT FROM DRYER VENT BOX UP THROUGH ROOF. TERMINATE DUCT WITH ROOF CAP PER DETAIL SHEET M15.81. 03 ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL DOWN TO FIRST FLOOR. O 16"06" RATED ELEVATOR SHAFT RELIEF VENT UP TO ROOF. TERMINATE WITH ROOF VENTILATOR CAP WITH INTEGRAL BIRDSCREEN PER DETAIL ON SHEET M15r82. SEE ARCHITECTURAL PLANS FOR SHAFT RATING. PROVIDE 18"08" EXHAUST AIR LOUVER EQUAL TO RUSKIN ELF6375DX. O6 ROUTE 8"0 OUTSIDE AIR DUCT ABOVECEILING TO BUILDING SIDEWALL, TERMINATE DUCT AT EXTERIOR WALL JACK WITH BIRD SCREEN PER DETAIL ON SHEET M15.81. PRIME COAT AND PAINT WALL JACK TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUA SON. PROVIDE MOTORIZED DAMPER IN OUTSIDE AIR DUCT. 0 PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANCE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS KEY PLAN ARCHITECTURE & -5 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com uua sou 00 ®a O O eo BEff"NEFIC"61AL COMMUNITIES 3550 S. Tamiami Trail Suit-, 301 Sarasota, FL 34239 • Zephyrhills, FL JLC15.0038.00 7. Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Buildinc,�ll - Fourth Floor Plan - Mechanical Scale: 3/32" = 1'-0" Joseph, Lawpence & Co Consultinq Engineees 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 INSTALL 66"08" ELEVATOR SHAFT RELIEF VENTILATION LOUVER ON SHAFT SIDEWALL< RUSKIN MODEL ELF6425DD 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 EVENT. �2 PROVIDE EXHAUST FAN ON ROOF FOR TRASH CHUTE. REFER TO SCHEDULE FOR EXACT MAKE AND MODEL. C3 STUB 8"x8" EXHAUST DUCT DOWN INTO CHUTE AND TERMINATE END OF DUCT WITH BIRDSCREEN. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS KEY PI -AN fIto -14 s I � I I M :� �91' :011" PL"C�' 745 orients 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: 2�21 SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 M Roof Plan - Mechanical Scale: 1/16" = 1'-0" Joseph, Lawrence & co Consultinq Inqineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 M 15.51 NATURAL VENTILATION CALL. 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 DRYER VENT LENGTH CALC. UNIT A3 HORIZONTAL LENGTH: 22 VERTICAL LENGTH: 7 90' 5 FT EACH): 5 45' 2.5 FT EACH): 5 TOTAL EQ. LENGTH (FT): 39 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. Unit A3 Floor Plan - Mechanical Scale: 1/4" = V-0" NATURAL VENTILATION CALC. UNIT A2-UFAS UNIT FLOOR AREA: 735 MIN. VENTILATION AREA: 29.4 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 43.5 (OPERABLE OPENING AREA) 8 NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT A2-UFAS 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. It W_ NOR 1 :"1 (1 MOUNT AHU PER CLOSET MOUNTED AHU DETAIL ON SHEET M15.82. O2 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. ® INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL SHEET M15.81. ® 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 M15.91. O5 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. DUCTLESS FOOD. NON LOUVERED WASHER CLOSET DOORS. PROVIDE 16"x8" ALUMINUM GRILLE ABOVE DOORS, EQUAL TO METALAIRE MODEL RH FOR DRYER VENTILATION. PROVIDE FACTORY WALL SLEEVE. PRIMER ONLY. Q9 PROVIDE FACTORY LOUVERED WALL PANEL. 1 a ( ' l i; CALC. UNIT Al UNIT FLOOR AREA: 735 MIN. VENTILATION AREA: 29.4 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 43.5 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS I BASED ON FLORIDA MECHANICAL. CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT Al HORIZONTAL LENGTH: 20 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 37 IF DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM I LENGTH OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE BUILDING EXHAUST SYSTEM IS REQUIRED TO HAVE j A MANUFACTORIES SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER I: 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. !, NOTE: SIGNIFICANT REVISIONS HAVE BEEN A! •THIS SHEET DUE TO THE CHANGE TO z WOOD FRAME STRUCTURE ENCLOSING CORRIDORS 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 BI IF I a, " E F I C I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhllls, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 i " # IL SHEET REVISIONS: EDITED BY: KCMiAJB PROJECT NO. 14-2984 cniarged Unit Plans Mechanical I Unit A2-UFAS Floor Plan - Mechanical Scale: 1 /4" = V-0" Unit Al Floor Plan - Mechanical Scale: 1 /4" = 1 `-0" Josepk. Lawrence & Co Cons€ l inq Enciineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONT€ SPPINCS, FLORIDA 32714 TEL: 321.$ 7 .4466 WWW.jLCENG.COM CA NO. 28730 Unit B3 Floor Plan - Mechanical Scale: 1/4" = V-0" Scale: 1/4" = 1°-O" 3 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 1 CALC. I 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 I 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. 1. ALL DUCTWORK AND GRILLS ARE BELOW THE RATED CEILING WITHIN A NON -RATED SOFFIT. NO RADIATION DAMPERS REQUIRED. sa- INS., 0 MOUNT AHU PER CLOSET MOUNTED AHU DETAIL ON SHEET M15.82. 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. INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL SHEET M15.81. 0 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 M15.91. 0 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. O6 DUCTLESS HOOD. NON LOUVERED WASHER CLOSET DOORS. PROVIDE 16"x8" ALUMINUM GRILLE ABOVE DOORS, EQUAL TO METALAIRE MODEL RH FOR DRYER VENTILATION. 08 PROVIDE FACTORY WALL SLEEVE. PRIMER ONLY. PROVIDE FACTORY LOUVERED WALL PANEL. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Scale: 1/4" = V-0" NATURAL UNIT 131 UNIT FLOOR 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. HORIZONTAL LENGTH: 27 VERTICAL LENGTH: 7 90' 5 FT EACH). 10 45' �2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 44 1 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. an osepq Lawpence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com i aaaao I1 oa BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.+0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 r I° U z z 0 rn w a It 0 E Enlarged Unit Plans z ad Mechanical r( U w D M 15.62 0! 0 LL _ Unit B6-UFAS Floor Plan - Mechanical (44 <5)f f 04 1 1111 11 1111,�, 11 . �, M Scale: 1/4" = V-0" Scale: 1/4" = V-0" I NATURAL VENTILATION CALC. UNIT 66-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. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT B6-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 65-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 DRYER VENT LENGTH CALC. UNIT 135-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. Unit B4-UFAS Floor Plan - Mechapicd 1. ALL DUCTWORK AND GRILLS ARE BELOW THE RATED CEILING WITHIN A NON —RATED SOFFIT. NO RADIATION DAMPERS REQUIRED. 11 ' r1j, d 0" MOUNT AHU PER CLOSET MOUNTED AHU DETAIL ON SHEET M15.82. 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 M 15.91. 3 INSTALL DRYER EXI4.AUST WALL CONNECTION BOX PER DETAIL SHEET M15.81. O4 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 M15.91. 5 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, ® DUCTLESS HOOD. �7 NON LOUVERED WASHER CLOSET DOORS. PROVIDE 16"x8" ALUMINUM GRILLE ABOVE DOORS, EQUAL TO METALAIRE MODEL RH FOR DRYER VENTILATION. ® PROVIDE FACTORY WALL SLEEVE. PRIMER ONLY. 9 PROVIDE FACTORY LOUVERED WALL PANEL. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Scale: 1/4" = V-0" NATURAL VENTILATION CALL. UNIT 64-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 I DRYER VENT LENGTH I 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. C� Joseph, Lawpence & Co 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 IT V. r ARCHITECTURE ,, iNTERIOR DLESIGN, INC. 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchi'Lecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhilis, FL J LC 15.0038.00 Adam Joseph Barney P.E. #: 69124 A- SHEET REVISIONS: EDITED BY: KCMiAJB f PROJECT NO. 14-2984 Scale: 1/4" = V-0" ID NATURAL VENTILATION CALC. I W1,1211r M 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 LENGTH CALC. UNIT C2-UFAS HORIZONTAL LENGTH: 12 VERTICAL LENGTH: 7 90' �5 FT EACH): 10 45* 2.5 FT- EACH): 0 TOTAL EQ. LENGTH (FT): 29 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 C1 UNIT FLOOR AREA: 1,305 MIN. VENTILATION AREA: 52.2 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 63.4 VENTILATION OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CAI-C. HORIZONTAL LENGTH: 12 VERTICAL: LENGTH: 7 5 FT EACH): 90'�2.5 10 45' FT EACH): 0 TOTAL EQ. LENGTH (FT): 29 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. N MOUNT AHU PER CLOSET MOUNTED AHU DETAIL ON SHEET M15.82. 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. INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL SHEET M15.81. 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 M15.91. 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. NON LOUVERED WASHER CLOSET DOORS. PROVIDE 16*x8" ALUMINUM GRILLE ABOVE DOORS, EQUAL TO METALAIRE MODEL RH FOR DRYER VENTILATION. O PROVIDE FACTORY WALL SLEEVE. PRIMER ONLY. PROVIDE FACTORY LOUVERED WALL PANEL. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ARCHITECTURE & INTERIOR DESIGN, INC. PLMW%r, I M:ZCHff EMWE I KMMR MSKM 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 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 Enlarged Unit Plans Mechanical Unit C1 Floor Plan - Mechanical Scale: 1/4" = V-0" Joseph, Lowience & Co Consulfinq Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCE4G.COH CA NO. 28730 S CLUBHOUSE AIR DEVICE SCHEDULE MARK DESCRIPTION FACE SIZE NECK MATERIAL MANUFACTURER & MODEL NO. NOTES A LOUVERED FACE SUPPLY DIFFUSER - CEILING 8"x6" SEE PLAN ALUMINUM METALAIRE LM-1 1. B LOUVERED FACE SUPPLY DIFFUSER - CEILING 10"x10" SEE PLAN ALUMINUM METALAIRE LM-1 1. C LOUVERED FACE RETURN GRILLE 14"x14" SEE PLAN ALUMINUM METALAIRE RH-1 1. D LOUVERED FACE RETURN GRILLE 18"x18" SEE PLAN ALUMINUM METALAIRE RH-1 1. 1. COORIDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. FLEX DUCT SCHEDULE CFM FLEX SIZE 0-35 4"0 : 36 - 60 5"0 61 - 100 6"0 101 - 140 7"0 141 - 210 8110 211 - 280 9110 281 - 400 10"o 401 - 600 12"0 601 - 900 14"0 901 - 1,300 . 16"o 1,300 - 1,700 18" AIR BALANCE E"WT- EF-1 150 CFM EF-2 150 CFM EXHAUST TOTAL: 300 CFM MAKELIP AIR, AHU-1C 110 CFM AHU--2C 195 CFM AHU-3C 365 CFM MAKEUP TOTAL: 670 CFM BLDG. PRESSURE _ +370 (WITH ALL FANS ACTIVATED) I I LUL TI 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 I SUPPLIED (CFM) RP Ra Az Pz COMPUTER 25 10 0.12 191 3* 52 55 CLUBROOM/KIT. 100 7.5 0.06 888 19* 195 195 FITNESS 40 20 0.06 487 10* 229 230 CLASSROOM 5 5 0.06 1 278 12* 76 80 LOBBY 30 7.5 0.06 239 3* 36 40 LEASING 5 5 0.06 382 6* 52 55 MGR. OFFICE 5 5 0.06 177 1* 15 15 TOTAL 2,642 54 655 670 NOTE: REQUIRED OUTDOOR VENTILATION AIR VALUES TAKEN FORM ASHRAE 62, TABLE 6-1, VENTILATION BREATHING ZONE FORMULA: Vbz = RP * Pz + Ra * Az Pz = OCCUPANCY FACTOR * SPACE AREA * SPACE LOAD NUMBER BY ARCHITECT NOTES: 1. PROVIDE WITH BUILT-IN DISCONNECT SWITCH, TRANSFORMER AND THERMOSTAT. FA SCHEDULE MARK 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-G1 1 ST 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 90SQN10D 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 I FIRE 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. 5. FAN TO RUN CONTINUOUSLY. • SIGNIFICANT REVISIONS BEEN _ SHEE DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE D ENCLOSING THE"CORRIDORS I MARK I DESCRIPTION I FACE SIZE I NECK I MATERIAL I MANUFACTURER & MODEL NO. I NOTES I A LOUVERED FACE SUPPLY DIFFUSER - CEILING I 6"x4" SEE PLAN ALUMINUM I METALAIRE LM-1 1. B LOUVERED FACE SUPPLY DIFFUSER - CEILING 12"x6" SEE PLAN ALUMINUM METALAIRE LM-1 1. & 12. C LOUVERED FACE SUPPLY DIFFUSER - CEILING 8"x8" SEE PLAN ALUMINUM METALAIRE LTM-1 1. D LOUVERED FACE SUPPLY DIFFUSER - CEILING 10"x1O" SEE PLAN ALUMINUM METALAIRE LTM-1 I t E RETURN AIR TRANSFER GRILLE 14"x8" 6 SEE PLAN ALUMINUM TAMARACK TECHNOLOGIES RAP 14.8 I 1. F LOUVERED FACE EXHAUST GRILLE 8"x8" SEE PLAN ALUMINUM METALAIRE RH-1 1. I G SQUARE FACE DIFFUSER 24"x24" SEE PLAN ALUMINUM I METALAIRE 570OA-1 AL 1. F LOUVERED FACE EXHAUST GRILLE 18"x18" SEE PLAN 3 ALUMINUM METALAIRE RH-1 1. NOTES: 1. COORDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. CLUBHOUSE DX SPLIT AIR HANDLING UNIT SCHEDULE (STrN^IGHT L) FAN COOLING COIL FILTERS ELECTRIC HEATING COIL SINGLE POINT UNIT ELEC. REQUIREMENTS UNIT INFORMATION MARK LOCATION TOTAL AIR OUTSIDE STAT DRIVE ENTERING LEAVING TOTAL NO. OF TOTAL VOLTAGE/ SINGLE SINGLE UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER NOTES SERVED FLOW AIR FLOW 1EXTERINCAL 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-1C LEASING 1,200 110 1 0.3 1 DIRECT 1 3 77.6 64.7 56.0/54.0 30,000 THROWAWAY 25%-30% 1" 1 5 ; 208 1 23 1 30 1 45"07,8"x21" I 110 GOODMAN ARPT30B14AA 1, 2 AHU-2C . CLUBROOM 11200 195 1 0.3 DIRECT 1 3 77.6 64.7 56.0 54.0 30,000 THROWAWAY 257.-30% 1" 1 5 208 1 23 1 30 1 45"07,5"0" 110 i GOODMAN l ARPT301314AA 1, 2 MU-3C FITNESS 1,600 365 0.3 DIRECT 3 4 77.6 64.7 56A 54.0 48,000 THROWAWAY 25%-30% 1" 1 8 08/1 41 4."2" 157 T81A2AP 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. I �aLUBHOUSE DX SPLIT CO'1"4'DE"1k%'10r%'1I`%JG UNIT SCHE-DULE (STrxMIrU-%H'T Cu"OLINMA ' MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION MANUFACTURER MODEL NUMBER I NOTES OUTDOOR DESIGN TEMP. (F) QTY. CAPACITY STEPS % QTY. NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RLA EACH CONDENSER FANS MCA !a0<dP SEER OPERATING UNIT SIZE H"xW"xD" WEIGHT ( ) (LBS.) QTY. FLA (EA.) CU-1C EXTERIOR 95' 1 100 1 1 8 208/1 12.8 1 0.7 16.7 25 14.0 27"x26"x26" I 142 GOODMAN GSX140301A 1 CUc2C EXTERIOR 95' 1 100 1 1 8 208/1 12.8 1 0.7 16.7 25 14.0 27"x26"x26" 142 GOODMAN GSX1A0301A 1 CU-3C EXTERIOR 95' 1 100 1 1 4 2 18/1 19.9 1 i 1.5 17.9 , 30 14.0 ; 36"x29"x29" 191 GOODMAN GSX140481A 1 NOTES: 1. PROVIDE COMPLETE WITH PULL TYPE DISCONNECT SWITCH, 11ME DELAY RELAY AND ANTI -SHORT CYCLE TIMER. APARTMENT DX SPLIT AIR HANDLING UNIT SCHEDULE (STRAIGHT COOL) FAN COOLING COIL FILTERS ELECTRIC HEATING COIL SINGLE POINT UNIT ELEC. REQUREMENTS LINT INFORMATION MARK LOCATION SERVED TOTAL AIR FLOW (CFM) OUTSIDE AIR FLOW (CFM) EXTERNAL STATIC PRESS IN.WG. DRIVE TYPE HP ENTERING AIR TEMP. (F DB/WB) LEAVING AIR TEMP. (F DB/WB) TOTAL CAPACITY (BTUH) TYPE EFFICIENCY THICKNESS NO. OF STAGES TOTAL KW VOLTAGE PHASE SINGLE CIRCUIT MCA SINGLE CIRCUIT MOCP UNIT SIZE (H"xW"xD") OPERATING WEIGHT (LBS.) MANUFACTURER MODEL NUMBER NOTES AHU-1 UNITS 600 - 0.3 DIRECT 1 5 80.0 67.0 56.0 54.0 17,300 THROWAWAY 25%-30% 1" 1 2V8 V1 23.3 25 36"x2O"x16" 99 GOODMAN AWUF18516M 1, 2 AHU-2 UNITS 800 - 0.3 DIRECT 1 5 80.0 67.0 56.0 54.0 23,000 THROWAWAY 25%-30% 1" 1 5 208/1 23.3 25 36"x2O"x16" 99 GOODMAN AWUF24516M 1, 2 AHU-3 UNITS 1,000 - 0.3 DIRECT 1 3 80.0 67.0 56.0 54.0 28,000 THROWAWAY 25%-30% 1" 1 .8 208/1 34.9 35 36"x24"x21" 110 GOODMAN AWUF30516M 1, 2 AHU-1.1 UNITS 1,000 - 0.3 DIRECT 1 3 80.0 67.0 56.0 54.0 28,000 THROWAWAY 25%-30% 1" 1 8 208/1 34.9 35 36"x24"x21" 110 GOODMAN AWUF30516M 1, 2 AHU-1.2 UNITS 800 - 0.3 DIRECT 1 5 80.0 67.0 56.0 54.0 23,000 THROWAWAY 25%-30% in 1 5 208/1 23.3 1 25 36"x20"x16" 99 GOODMAN AWUF24516M 1, 2 AHU-1,3 UNITS 800 - 0.3 DIRECT 1 5 80.0 67.0 56,0 54.0 23,000 THROWAWAY ; 25%-30% 1" 1 5 I 208/1 23.3 25 36"x20"x16" 99 GOODMAN P UF24516M a 1, 2 AHU-2,1 AHU-21 UNITS UNITS 1,000 800 - - 0.3 0.3 DIRECT DIRECT 1 3 1 5 80.0 67.0 80.0 67.0 56.0 54.0 56.0 54.0 28,000 23,000 THROWAWAY THROWAWAY 25%-30% 25%-30% 1" 1" 1 1 8 5 208/1 208/1 34.9 I 23.3 I 35 2 3 36x24"x21" 36"x'U"'xi6" 110 99 GOODMAN I GOODMAN AWUF&0516M AW1JF2451 1, 2 I 1, 2 I AHU-2,3 UNITS 800 - 0.3 DIRECT 1 5 80.0 67.0 56.0 54.0 23,000 THROWAWAY 25%-30% 1" 1 5 208/1 23.3 25 36"x2O"x16" 99 I GOODMAN AWgJF24516M 1, 2 AHU-3.1 UNITS 1,000 - 0.3 DIRECT 1 3 80.0 67.0 56.0 54.0 28,000 THROWAWAY 25%-30% 1" 1 8 208/1 . 34.9 35 36"x24"0" 110 GOODMAN AWUF30516AA 1, 2 AHU-3,2 UNITS 800 - 0.3 DIRECT 1 5 80.0 67.0 56.0 54.0 23,000 THROWAWAY 25%-30% 1" 1 5 208/1 23.3 25 36"x20"x16" 99 GOODMAN AWUF2451.6M 1, 2 AHU-3>3 UNITS 800 - 0.3 DIRECT 1 5 80.0 67.0 56.0 54.0 23,000 THROWAWAY 25%-30% 1" 1 5 208/1 23.3 25 36"x2O"x16" 99 GOODMAN AWUF24516M 1, 2 AHU-4.1 UNITS 1,000 - 0.3 DIRECT 1 3 80.0 67.0 56.0 54.0 28,000 THROWAWAY 25%-30% - - I' I 1 8 208/1 34.9 35 36"x24"x21" 110 1 GOODMAN AWUF30516M 1, 2 AHU-4.2 UNITS 0.3 DIRECT 1 5 80.0 67,O 56.0 %0 23,000 THROWAWAY 25%-30% 1" 1 5 208/1 23.3 25 36"x20"x16" 99 GOOD AWLIF24516M 1, 2 �00- AHU-4.3 UNITS - 0,3 DIRECT 1 5 80.0 67.0 56.0 54.0 1 23,000 THROWAWAY 25%-30% 1" I 1 Lj 208/1 23.3 25 3S"x20"x16" 99 I GOODMAN AWUF24516AA 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 DX SPLIT CONDENSING UNIT SCHEDULE (STRAIGHT COWL) MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL I UNIT INFORMATION MANUFACTURER MODEL NUMBER f NOTES s OUTDOOR DESIGN TEMP. (F) QTY. CAPACITY STEPS % QTY.NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RLA EACH CONDENSER FANS MCA MOCP SEER UNIT SITEWEIGHT (H"x'"xD'�j OPERATING (LBS.) QTY. FLA (EA) CU-1 EXTERIOR 95' 1 100 1 1 8 208/1 6.7 1 0.7 12.0 20 14.0 26"x23"x23" 106 GOODMAN GSX140181 E 1 CU-2 EXTERIOR 95 1 100 1 1 8 208/1 13.5 1 0.7 14.2 25 14.0 26"x23"x23" 113 GOODMAN GSX140241 D 1 CU-3 EXTERIOR 95' 1 100 1 1 8 208/1 12.8 1 0.7 17.1 25 14.0 28"x26"x26" 142 GOODMAN GSX140301B 1 CU-1.1 EXTERIOR 95' 1 100 1 1 8 208/1 12.8 1 1.1 17.1 25 14.0 28"x26"x26" 142 GOODMAN GSX140301 B 1 CU-1.21 EXTERIOR 95' 1 100 1 1 8 208/1 13.5 1 0.6 14.2 25 14.0 1 26"x23"x23" 113 GOODMAN GSX140241D 1 CU-1.3 EXTERIOR 95' 1 100 1 1 8 208/1 13.5 1 0.6 14.2 25 14.0 1 26°x23"x23" 113 GOODMAN GSX1402410 1 CU-2.1 EXTERIOR 95' 1 100 1 1 8 208/1 12.8 1 1.1 17.1 25 14.0 28"x26"x26" 142 GOODMAN GSX140301 B 1 i CU-2.2 EXTERIOR 95' 1 100 1 1 8 208/1 1 13.5 1 0.6 14.2 25 14.0 26"x23"x23" 113 GOODMAN GSX140241 D 1 CU-2.3 EXTERIOR 95' 1 100 1 1 8 208/1 13.5 1 0.6 14.2 25 14.0 26"x23"x23" 113 GOODMAN GSX140241 D 1 CU-3.1 EXTERIOR 95' 1 100 1 1 8 208/1 12.8 1 1.1 17.1 25 14.0 28"x26"x26" 142 GOODMAN GSX140301 B 1 CU-3.2 EXTERIOR 95' 1 100 1 1 8 208/1 13.5 1 0.6 14.2 25 14.0 26"x23"x23" 113 GOODMAN GSX140241 D 1 CU-3.3 EXTERIOR 95' 1 100 1 1 8 208/1 13.5 1 0.6 14.2 25 14.0 26°x23"x23" 113 GOODMAN GSX140241 D 1 CU-4.1 EXTERIOR 95' 1 100 1 1 1 8 208/1 12.8 1 1.1 17.1 25 14.0 28"x2654`6" 142 GOODMAN GSX140301 B 1 CU-4.2 EXTERIOR 95' 1 100 1 1 8 208/1 13.5 1 0.6 1 14.2 25 14.0 26"x23"x23" 113 GOODMAN GSX140241 D 1 CU-4.3 EXTERIOR 95° 1 100 1 1 8 208/1 13.5 1 L16 14.2 ` 25 14.0 I 26"x23"x23" 113 GOOD . i GSX140241 D 1 I NOTES: I 1. PROVIDE COMPLETE WITH PULL TYPE DISCONNECT SWITCH, TIME DELAY RELAY AND ANTI -SHORT CYCLE TIMER. osep , Lawrence & Cc Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax 407.830.4143 AA0002731 www.forurnarchitecture.com BENE"11 CIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Adam Joseph Barney P.E. 1 a ez SET DISTRIBUTIONS: EDITED BY: KCM/AJ13 PROJECT NO. 14-2984 - -, MIN. (2) #10 SHEET METAL SCREWS THROUGH UNIT HOUSING. MIAMI TECH CONDENSING UNIT TIE DOWN STRAP. MODEL NUMBER CUTD4 OR EQUIVALENT. (1) 1/2" DIAMETER CARBON STEEL TAPCON EMBEDDED 1-3/4" WITH 2-1/2" MIN. PAD EDGE DISTANCE. FIN VIUL. V %dL.L."% %7I%nVL_9_ AROUND CONDENSER. SOD THEREAFTER 4" THICK FIBERMESH REINFORCED CONCRETE PAD, 4" ABOVE GRADE. L EXTERIOR WALL IIECE WALL CAP 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. FACE PLATE BUILDER'S BEST PART NO. 119766 W/INTEGRAL BACKDRAFT ELEVA7 DAMPER, (OMIT FOR WALL OUTSIDE AIR INTAKE) BIRDS( 3/4"xi 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. FASTEN AND SEAL FLANGE WITH WEATHER PROOF SEALER TO EXTERIOR 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 APPLY TWO COATS OF VINYL --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 HANGER STRAP TYPICAL WALL JACK DETAIL ELEVATOR RELIEF LOUVER DETAIL (__2 DRYER VENT BOX DETAIL NTS NTS NTS NTS BELLMOUTH FITTING INSULATION AS SPECIFIED - DRAWBAND ON -FLEXIBLE DUCT (INNER SLEEVE) INSULATION AND JACKET /- FLEXIBLE DUCT WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND SHEETMETAL DUCT (APPLY SEALER TO BOTH SHEETMETAL AND INSIDE OF FLEX PRIOR TO ASSEMBLY) OVERLAP FULL DISTANCE OF NECK h OLT MES I 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE CONNECTION TO MAIN DUCT, rAN TERMINAL UNTIS, VARIABLE AIR VOLUME UNITS, AND DI,FUSERS. 2. DRAWBANDS SHALL. BE EQUIVALENT TO PANDUIT PLT-H. -1 — PORI rKVF41 STRUCTURE FLEXIBLE DUCT SAG NOT TO EXCEED X* PER FOOT MAX. — FLEX DUCT h9iEls, 1. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 59-0". 2. STRAPS SHALL BE MINIMUM 1 1/2". 3. REFER TO SMACNA AND FLORIDA MECHANICAL '-"ODE FOR ADDITIONAL REQUIREMENTS. 2" MIN. SUPPORT STRAP 18" MAX. FROM DEVIDE AND 5'-0" ON CENTER. 111two m Joseph, Lawpence & C® Consulting Ingineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 EL: 321.972.4466 WWWJLCENG.COM CA NO. 28730 745 orienta avenue, suite 1121 altamonte 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 SHEET REVISIONS: E 1T D I ED BY: KCM/AJ PROjECT NO. 14-298 w RO 4 4 � ROOF CAP DETAIL NTS CLEAN -OUT PLUGS IIRD SCREEN ACK INTERSITITAL PACE WITH BATT 4SULATION TIGHT ALL AROUND. (UNIT PRESSURE + 2" ) (UNIT PRESSURE + 2" ) 2" P161 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 ACCUMILATED CONDENSATE. 3. TRAP CONDENSATE AND DISCHARGE PER PLAN. 3 � CONDENSATE DRAIN DETAIL NTS a 2 _� VERTICAL AHU DETAIL NTS (CLUBHOUSE) DENSATE LINE RYWELL I JG UNIT MOUNT AHU ' WITH MANUFA PROVIDED MC BRACKETS. V, A NTS (UNITS) M EXIBLE SUPPLY R DUCT !M Joseph, Lawpence & Co Consultinq Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 745 orients avenue, suite 1121 aitamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com y U 1B ENE "I"' IAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Aw%artments Zephyrhills, FL AJ�Kib�iZs I* IL Adam Joseph Barney P.E. #: 69124 0 SHEET REVISIONS: EDITED BY: KCMiAJB PROJECT NO. 14-2984 Mechanical Details - - mf 11 r j I I � T, I ARCHITECTURE & ✓ s } rn- FLAT ROOF IFLAT ROOF TRUSS SPACE ' TRUSS SPACE RUN DRYER DUCT I JOINTS IN THE PROVIDE PLASTIC BATHROOM EXHAUST WALL CAP: I " DIRECTION OF THE WALL CAP TO BE BUILDERS BEST, INC. PLASTIC l 4 GALV. STEEL I AIRFLOW SO AS NOT TO I WALL CAP OR EQUAL. COORDINATE CONNECTION BATH VENT i I CATCH LINT � WALL MOUNTED I SIZE WITH PLANS. PROVIDE BACKDRAFT DAMPER, I EXHAUST FAN._ 1 I OMIT INSECT SCREEN ON DRYER WALL CAPS. PRIME COAT AND PAINT TO MATCH BUILDING ; SLOPE HORIZONTAL PORTIONS OF COLOR. USE A FULL 4" OPENING WALL CAP, I RESTROOM VENTS SLIGHTLY, ; F SLOPE HORIZONTAL N� � WITHOUT DIPS � � � � PORTIONS OF DRYER NOT THE COMMON 2.5" OPENING CAP. I � � DRYER VENTS SLIGHTLY, I WITHOUT DIPS E } Y } i 4TH FLOOR I 4TH FLOOR TRUSS SPACE I f TRUSS SPACE { 1 4" GALV. STEEL j RUN DRYER DUCT t ' I BATH VENT PROVIDE PLASTIC DRYER WALL CAP: I JOINTS IN THE WALL MOUNTED I WALL. CAP TO BE BUILDERS BEST, INC. PLASTIC 9 DIRECTION OF THE I EXHAUST FAN. ? AIRFLOW SO AS NOT TO g WALL CAP OR EQUAL. COORDINATE CONNECTION � ! SIZE WITH PLANS. PROVIDE BACKDRAFT DAMPER, CATCH LINT l SLOPE HORIZONTAL PORTIONS OF f € OMIT INSECT SCREEN ON DRYER WALL CAPS. RESTROOM VENTS SLIGHTLY, i WITHOUT DIPS _ =:., PRIME COAT AND PAINT TO MATCH BUILDING COLOR. USE A FULL 4" OPENING WALL CAP, NOT ' SLOPE HORIZONTAI_ ',ws THE COMMON 2.5" OPENING CAP. PORTIONS OF DRYER DRYER 11 VENTS SLIGHTLY, 9 { s E WITHOUT DIPS 3RD FLOOR 3RD FLOOR TRUSS SPACE I TRUSS SPACE 4" GALV. STEEL ! I i BATH EXHAUST` I P ri NTS WALL MOUNTED EXHAUST FAN. DRYER 2ND FLOOR _ 2ND FLOOR TI TRUSS SPACE TRUSS SPACE I 4" GALV. STEEL BATH EXHAUST WALL MOUNTED { EXHAUST FAN. i DRYERS 1 ST FLOOR y i E ; �^�a,y^e � 1ST FLOOR SLAB ON GRADE '--- -_- SLAB ON GRADE BATH EXHAUST VENT DIAGRAM 2� DRYER EXHAUST VENT DIAGRAM NTS REF, ( tdHL 5.7L -w VT 1jLj1%sd NTS • i • - TaIdION, tv I Josepk, Lawrence & Co Consulfing Ingineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972A466 WWW.JLCENG.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 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 ®®� 0*1N Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Z!2� SHEET REVISIONS: EDITED BY: KCM/AJB PROJECT NO. 14-2984 w 0 o! 0 w z Mechanical Risers w U w U M15-9 0 IL WIRING AND POWER PANELS S* SWITCH ® NEW ELECTRICAL PANEL XXX (NONE) SINGLE POLE TOGGLE SWITCH MDP MAIN DISTRIBUTION PANEL (SEE PANEL SCHEDULE) 2 TWO POLE TOGGLE SWITCH TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION 3 THREE WAY TOGGLE SWITCH WP SINGLE POLE WEATHERPROOF SWITCH ETTS-1 AUTOMATIC TRANSFER SWITCH K SINGLE POLE KEYED SWITCH OS OCCUPANCY SENSOR SWITCH [ED ELECTRICAL SYSTEMS PANEL M MANUAL MOTOR CONTROLLER W/O OVERLOADS XXX SACP SECURITY ALARM CONTROL PANEL FRCP FIRE ALARM CONTROL PANEL S abc LOWER CASE LETTERS INDICATES SWITCHING DESIGNATIONS, MC MASTER CLOCK CONTROL PANEL QUANTITY OF LETTERS EQUAL QUANTITY OF GANGED SWITCHES PA PUBLIC ADDRESS CONTROL PANEL FAAP FIRE ALARM ANNUNCIATOR PANEL (P SINGLE RECEPTACLE * GFI GROUND FAULT CIRCUIT INTERRUPTER LIGHTING WP WEATHERPROOF IG ISOLATED GROUND C COUNTER HEIGHT (ABOVE COUNTER OR 42' AFF) XX LIGHTING FIXTURE (SEE LIGHTING FIXTURE SCHEDULE FOR LETTER DESIGNATION AND DESCRIPTION OF FIXTURES) DUPLEX RECEPTACLE I--� GFI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHERPROOF EMERGENCY/NIGHT LIGHT LIGHTING FIXTURE IG ISOLATED GROUND C COUNTER HEIGHT (ABOVE COUNTER OR 42' AFF) ® EXIT LIGHTING FIXTURE UNIVERSAL MOUNT, SINGLE/DOUBLE FACE EWC ELECTRIC WATER COOLER, COORDINATE LOCATION (WHERE USED, ARROW INDICATES CHEVRON DIRECTION) WITH PLUMBING CONTRACTOR BATTERY POWERED EMERGENCY LIGHT QUADRAPLEX RECEPTACLE -® EMERGENCY LIGHT REMOTE HEAD GFI GROUND FAULT CIRCUIT INTERRUPTER I- TK -� TRACK LIGHTING WP WEATHERPROOF IG ISOLATED GROUND TRACK LIGHTING HEAD C COUNTER HEIGHT (ABOVE COUNTER OR 42' AFF) WIG WIRE CAGE LIGHT GUARD Q* SPECIAL RECEPTACLE OS OCCUPANCY SENSOR - CEILING MOUNTED X TYPE X (SEE RECEPTACLE SCHEDULE) oSC OCCUPANCY SENSOR - CEILING MOUNTED - CORRIDOR C COUNTER HEIGHT PP POWER POLE oSw OCCUPANCY SENSOR - WALL MOUNTED LC LIGHTING CONTACTOR ® RECESSED FLOOR MOUNTED DUPLEX RECEPTACLE PC PHOTOCELL SURFACE —MOUNTED FLOOR DUPLEX RECEPTACLE S * SWITCH ® CEILING —MOUNTED DUPLEX RECEPTACLE O CY SENSOR SWITCH PLUG MOLD CCUE. GS D3 THREE WAY DIMMER (INCANDESCENT) C COUNTER HEIGHT �J JUNCTION BOX EP DISCONNECT SWITCH DWP DISCONNECT SWITCH — WEATHERPROOF (NEMA 3R) FIRE ALARMSYSTEMS FUSED DISCONNECT SWITCH � FIRE ALARM PULL STATION 8 MAGNETIC MOTOR STARTER El FIRE ALARM HORN COMBINATION FUSED DISCONNECT/ MAGNETIC STARTER SWITCH F FIRE ALARM MINI HORN M HOA HAND/OFF/AUTO E4 FIRE ALARM HORN AND STROBE COMBINATION SS START/STOP 8 M MANUAL STARTER Do WP FIRE ALARM HORN AND STROBE COMBINATION, WEATHERPROOF El FIRE ALARM SPEAKER vSD COMBINATION VARIABLE SPEED DRIVE AND DISCONNECT ES4 FIRE ALARM SPEAKER AND STROBE COMBINATION VSD VARIABLE SPEED DRIVE FD FIRE ALARM STROBE MOTOR WITH DESIGNATOR EF-1 CDSMOKE DETECTOR TC TIME CLOCK ® HEAT DETECTOR wH WATER HEATER DD DUCT DETECTOR �HVP1-6 BRANCH CIRCUIT HOME RUN WITH PANEL NAME AND CIRCUIT NUMBER, RTS REMOTE TEST STATION FOR DUCT DETECTOR QUANTITY OF ARROWHEADS DENOTES QUANTITY OF BRANCH CIRCUITS BRANCH CIRCUIT WIRING, PROVIDE QUANTITIES OF CONDUCTORS FSR FIRE ALARM SHUT DOWN RELAY REQUIRED FOR CIRCUITING AND SWITCHING INDICATED FIRE/SMOKE DAMPER POWER LEG ONLY (NO SWITCH LEG BETWEEN ROOMS) [:D] FIRE DOOR HOLD OPEN MUSHROOM HEAD PUSH BUTTON AREA OF RESCUE CALL STATION (EMERGENCY STOP) 107 �R RELAY [A:DA] AREA OF RESCUE MASTER TELEPHONE STATION *--I I I - GROUND ROD FT TRANSFORMER TELECOMMUNICATIONS EIK TYPE "K" TRANSFORMER IF DATA/COMM OUTLET UH ELECTRIC UNIT HEATER ® TELVISION OUTLET (FURNISHED UNDER DIV 15 UNLESS NOTED OTHERWISE) SPEAKER Sp NOTE: SYMBOLS SHOWN ON THIS ELECTRICAL LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. f A — AMPERES A/C — AIR CONDITIONING AC — ALTERNATING CURRENT AFF — ABOVE FINISHED FLOOR AFG — ABOVE FINISHED GRADE AHU — AIR HANDLING UNIT AWG — AMERICAN WIRE GAUGE C — CONDUIT CFL — COMPACT FLUORESCENT LAMP CH — COUNTER HEIGHT CONC — CONCRETE COND — CONDUIT CU — COPPER DISC — DISCONNECT ECB — ENCLOSED CIRCUIT BREAKER ELEC — ELECTRICAL EM — EMERGENCY EMS — ENERGY MANAGEMENT SYSTEM EMT — ELECTRICAL METALLIC TUBING EF — EXHAUST FAN EWC — ELECTRIC WATER COOLER ETR — EXISTING TO REMAIN EX — EXISTING FA — FIRE ALARM FACP — FIRE ALARM CONTROL PANEL FPL — FLORIDA POWER AND LIGHT G — GROUND GFI — GROUND FAULT INTERRUPTER GND — GROUND GRC — GALVANIZED RIGID CONDUIT H.I.D. — HIGH INTENSITY DISCHARGE HVAC — HEATING, VENTILATING AND — AIR CONDITIONING I.G. — ISOLATED GROUND J — JUNCTION KAIC — (THOUSAND) AMPERE INTERRUPTING CAPACITY KVA — KILOVOLT —AMPERES KW — KILOWATT LTG — LIGHTING MCM — THOUSANDS OF CIRCULAR MILS MCU — MASTER CONTROL UNIT MCP — MOTOR CIRCUIT PROTECTION MH — METAL HALIDE N — NEUTRAL NA — NOT APPLICABLE NF — NON —FUSED NL — NIGHT LIGHT NEC -- NATIONAL ELECTRICAL CODE NEMA — NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA — NATIONAL FIRE PROTECTION ASSOCIATION NIC — NOT IN CONTRACT O.C. — ON CENTER O.F.C.I. — OWNER FURNISHED CONTRACTOR INSTALLED P — POLE PNL — PANELBOARD PVC — POLYVINYL CHLORIDE RM — ROOM RGS — RIGID GALVANIZED STEEL SPEC — SPECIFICATION SS — STAINLESS STEEL TVSS — TRANSIENT VOLTAGE SURGE SUPPRESSION TYP — TYPICAL LION — UNLESS OTHERWISE NOTED V — VOLTS W — WIRE WP — WEATHERPROOF 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70), AND THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE. 2) CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND COORDINATE WITH EXIST'NG EQUIPMENT PRIOR TO BIDDING. 3) ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED THIRD —PARTY TESTING AGENCY. BUILDING: 4) INSTALLATION HEIGHT OF EQUIPMENT (TO CENTERLINE) ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE SHALL BE: RECEPTACLE = 18" CLOCK = 7'-6" SWITCH = 44' MODULAR JACK FOR WALL MOUNTED TELEPHONE = 52" MODULAR TELEPHONE JACK = 18" AUDIOVISUAL FIRE ALARM INDICATORS = 80' FIRE ALARM PULL STATIONS = 50" TELEVISION OUTLET COMMERCIAL SPACES) = 18' (84" FOR WALL MOUNTED TELEVISION) TELEVISION OUTLET RESIDENTIAL UNITS) = 18" (60" FOR WALL MOUNTED TELEVISION) COMPUTER OUTLET = 18" CALL SWITCH = 44" REMOTE TEST STATION FOR DUCT DETECTOR = 52" C = ABOVE COUNTER BACKSPLASH, COORDINATE WITH ARCHITECTURAL ELEVATIONS AND MILLWORK. 5) ALL CONDUIT AND WIRING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED 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 OR NOTED SURFACE METAL RACEWAY AND DEVICE BOXES SHALL BE USED IN LIEU OF CONDUIT AND CONCEALED BOXES AT NO EXTRA COST TO THE OWNER. 6) ALL CONDUIT ROUTES SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY FINAL ROUTE. 7) CONDUIT RUNS SHOWN ARE SCHEMATIC AND DO NOT INDICATE THE NECESSARY FITTINGS AND JUNCTION BOXES THAT ARE INCLUDED IN THE SCOPE OF THE WORK. 8) CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL WIRING WITH THE SOURCE AND CIRCUIT AT ALL ELECTRICAL EQUIPMENT, PULL AND JUNCTION BOXES AND ELECTRICAL TERMINATIONS PROVIDED OR ASSOCIATED WITH THIS CONSTRUCTION. 9) CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SURFACES AND AREAS WHERE EQUIPMENT WAS REMOVED OR MODIFIED, TO MATCH EXISTING CONDITIONS. 10) ALL ABANDONED AUDIO OR CONTROL CABLES SHALL BE REMOVED. ALL BOX OR EQUIPMENT OPENINGS SHALL BE CLOSED WITH LISTED CLOSURE DEVICE AS APPROVED BY THE EQUIPMENT MANUFACTURER. 11) WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, ALL BRANCH CONDUITS WHICH NO LONGER ARE IN SERVICE, SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. IF, IN THE COURSE OF THIS WORK, OUTLETS ARE COVERED UP OR OTHERWISE RENDERED INACCESSIBLE, ALL WIRING TO SAME SHALL BE REMOVED TO THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE IS INTERRUPTED THEREBY, IT SHALL BE RECONNECTED BY THE MOST INCONSPICUOUS MEANS SO AS TO REMAIN OPERATIONAL, WITH THE SAME CAPACITY AS BEFORE. ALL BUILDING SURFACES DAMAGED, AND OPENINGS LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR. ALL HOLES LEFT IN JUNCTION BOXES, SWITCHES, PANELS, ETC. SHALL BE CLOSED. 12) ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SIB ALL BECOME THE PROPERTY OF THE OWNER. ALL OTHER SALVAGE AND DEBRIS SHALL BE REMOVED FROM THE PREMISES DAILY. 13) THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION REQUIRED TO ACCOMMODATE THIS PROJECT WHETHER INDICATED ON DRAWINGS, OR DIRECTED IN THE FIELD. GROUNDING: 14) ALL METAL RACEWAYS, INCLUDING CONDUIT, WIRE TROUGHS, WIREMOLD, ETC., SHALL BE GROUNDED. ALL 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. WIRING: 15) UNLESS NOTED OTHERWISE ON THE DRAWINGS OR ON THE EQUIPMENT WIRING SCHEDULE, EACH BRANCH CIRCUIT HOME RUN SHALL BE THREE (3) #12 A'WG THHN/THWN (1 HOT, 1 NEUTRAL & 1 EQUIPMENT GROUND) IN 3/4" EMT CONDUIT. PROTECT EACH CIRCUIT WITH A 20 AMPERE, 1—POLE OVERCURRENT DEVICE UNLESS NOTED OTHERWISE. COMBINED NEUTRALS ARE NOT PERMITTED. 16) THE USE OF ELECTRICAL 'NM' CABLE WIRING IS ACCEPTABLE WHERE ALLOWED BY CODE AND THE AUTHORITY HAVING JURISDICTION. on ME ME 1 L i Joseph. Lmwpence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJRFBLS PROJECT NO. 14-2984 Symbol Legend'' General Notes - MANAI• �, 3 m 'FORUME f III VIER f1f1 ._ m.. s 4 _ f t ii twi a {,w k MID. 1 j z , e ft Fry :.„A2 �_ € £, L 4�, � �. Oxe e_ Ll �01 .1_ ti "`-- I ,� `—METER CENTER��' 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 AND EQUIPMENT PRIOR TO ROUGH IN. REFERENCE NOTES: o �1 REFER TO RESPECTIVE FLOOR PLANS, POWER RISER DIAGRAMS AND PANEL SCHEDULES FOR ADDITIONAL SERVICE INFORMATION. 2 r UTILIT a COMPANY TRANSFORMER; 120/208V, 30 SECONDARY. TRANSFORMER LOCATIONS SHOWN IS PRELIMINARY. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCKHON WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH —IN. Scale. 1" = 40'-0" NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph, Lawpelnce & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 T4: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE INTERIOR DESIGN, INC. PLANNING I AFZCHfrECTUFtE I DESIGN m N m 0 .Lo 745 orienta avenue, suite 1121 altamonte springs, fl 32701 S phone: 407.830.1400 ® fax: 407.830.4143 AA0002731 a www.forumarchitecture.com Zephyrhllls, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Site Plan - 1 1 . _ :_-- .,.. i! ___ _ __. __..._ -- _.. .___I _' a.1 LI 1':L'1P❑ I.,,,I I '1 9'1 I. PI' 111111 1I I I I I �1_AI !'," 1._ EHE R E NC Z 111111111 I __ L 1, _ _ ILl Ill 11 11 1 1 11 I�[Z�J�iI r X 00 101 Ile 101 r0 oe Site Plan - Electrical CONNECT CIRCUIT VIA LIGHTING CONTACTOR FOR AUTOMATIC CONTROL OF FIXTURES. O2 PROVIDE IN GROUND WEATHERPROOF PULL BOX FOR CONNECTION OF SIGNAGE. COORDINATE EXACT LOCATION OF SIGNAGE WITH OWNER PRIOR TO ROUGH -IN. COORDINATE MOUNTING HEIGHT AND LOCATION OF WALL FIXTURES WITH ARCHITECTURAL ELEVATIONS AND DETAILS PRIOR TO ROUGH -IN, 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 AND EQUIPMENT PRIOR TO ROUGH IN. SITE LI HT FIXTURE MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP L=WATTS FIXTURE WATTS MODEL (1) LED FULL CUT-OFF SHOEBOX AREA LUMINAIRE WITH SLA ALUMINUM HOUSING. MOUNTED 25'-0"AFG ON 30'-0" DIRECT SPAULDING CL1-A-60LU-4K-3-DB 208 1 140 LED 140 BURIAL CONCRETE POLE, _ (2) LED FULL CUT-OFF SHOEBOX AREA LUMINAIRES WITH SLB ALUMINUM HOUSING. MOUNTED 25'-0 AFG ON 30'-0" DIRECT SPAULDING (2) CL1-A-60LU-4K-3-DB 208 2 140 LED 280 BURIAL CONCRETE POLE. ' SLW WALL MOUNTED LED FULL CUT-OFF LUMINARIE WITH ALUMINUM SPAULDING TRP-30L-4K-035-W-U-BZ 120 1 34 LED 34 HOUSING, 4000K COLOR TEMP AND TYPE III DIST. i NOTES: DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE TYPES AIND FINISHES WITH OWNER PRIOR TO ORDERING. s ",°9" "_". i.,.^,.,.,. d��e. a e2' `_,_ m� ' _,, p ` j r, , r° a r a 333 a i ^. 1 8 §} s~;;�;;=:";W..t( J t b o w,,,,.,.- qs b, 't l i o SLB T t f ^ A{`sl om tA," sf9 ' - �~'`.� � s NOTE: I SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS iosepk. Lawpence & Co Consulting fngineees 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.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 BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: PROJECTEDITED BY: MJR/BL L14-298 I r Scale: V = 40'-0" J_. , , I .. . ' i _- __ - -- °' r ,- -- - - - --- ---. -__ _ --- 1-- --- 1 l LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts SLA 9 CL1-60L-4K-3 TYPE III CIMARRON LED 60 - NICHIA 4000K LEDs CL1-60L-4K-3 Absolute 0.95 140.9 N2.ies SL8 2 CL1-60L-4K-3 TYPE III CIMARRON LED 60 - NICHIA 4000K LEDs CL1-60L-4K-3 Absolute 0.95 281.8 N2.ies TRP GEOMETRIC SLW 6 TRP-30L4K-035-3 SCONCE 4200K, 350 mA, 30 - NICHIA 4200K LEDS TRP-30L4K- Absolute 0.95 34.4 TYPE 3 LENS 035-3.ies STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Property Line + 0.1 fc 0.5 fc 0.0 fc N / A N / A Courtyard + 0.8 fc 1.5 fc 0.1 fc 15.0:1 8.0:1 Parking Lot + 1.2 fc 4.8 fc 0.1 fc 48.0:1 12.0:1 I "_.._y, .,,.-1....."...+" ,"b _, "_,.--+ ._, -6 ....�.. -4 ..,..-?-...._..-+.0 ,.,4 _.�..p„.„,....,} „e-'i---„"-+ ... -M <.,---w-"" ....F .._.-4-.""_,.+ ".. �+._._..-L,,..,.. ."_+_� �,4""....,...+._... .-,+..,,"""_0.j -- 0 W "+. ."„+,,...,...,.",F»,. .,,"+,,,,,.._„,........,""+,_, _"+.""_,",_+o7 _+,__ _-N-"___,.+._, ,�Y.,,,.,,.�, o.., . 6 "_,R...,.....,.�"1 ,".+--"","""N"". -0. ...,...,",,,,,_,..,+w.. ...+.»,,.,".....4_" +... 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Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MARS PROJECT NO. 14-2984 Photometrics Electrical LUG T 0. a - 40-, CIMARRON LED ann SPECIRCATIONS Construction: •Stylish vertidaiiyfinned die-castsotid top housing formaximurm heatdissipation; Stops collection of unsightlydebO from gathering on top of the housing • Ringed lower die-cast aluminum heat slr k gocelerates thermn ai m anagem en and optmlzes PCB and perfor- m ante • Separate optical and electrical -pompart- mentfor optimum component operation *One lece die cutsilicone gw etensures weaver proof seal around each individual LED for IP65 rating • Backll hL Control (BC a tim avail&e, (Ur $S%spill light reducton fixture appearance arEPA rpermrner�Ted torType III and T�lpe IV di*ibutons • Stomped bezel provides mechanical com pressiun-to seal the optical asserribl'y • Ccmplemen-ts.the Hubbell SouthkviW series of Outdoor fixtures Weight - 46.0 pounds, EPA. 1 3ff Suitable for applications reRArinq3G testing prescribed by ANSI Ui a 6.o1 Optics: • Choice of 72 high brightness LED configu- rations with individual acr}1Jllc lenses s ectally det.igned far iESTypei1, ih, IV and V:dist<'ibution,s • Auto optics designed for front row 1A and interior rows 2A (seerd€str;bution under ordering and3000K[tpage 2) = SO OK 66 A), Pturt!6 friendl70 yAr)mber LED op�ons • CH: 70 Electrical: • Universal input voltage 120-277VAC, 50160 Hz • Inte ral step-down transformer for 347V & 4010V • Amblentoperating temperature-40'Cto40°C *Automatic thermal self-protection = Drivers have greater than 90% power factor and less.than 10%THD • Ootonal continuous dimminra to 10% or Type • LED drivers have output power over - voltage, over current protection and short circuit protection With auto recovery • 1050 mAdriver available with 90L con- figuration for increased lumen output • LED electrical as em biy, including PRr_ devices, consumes no power in the off' state • Field'replaceable sung epsrotection device provides 20KA and 10K1. protection rn eeting' ANSIIIEEE C62 4t2 Categor.yC High and Surge Location Category-M The SPD is desi4 ned with a clam pinq voltage of 1600',t at 28KA using industry si'andartl 8120ias waveform. Controls: • Drivers are 010V dimming standard Photocell, occupancy sensor and wireless controis available for complete or doff and dirrlming control Lulmen maintenance: L90 at 60;000 hours (Projected per IESNA TM-21 11) 'Installation: * Two die oastaluminum arm designs; The ' tP i r ct ee , upswept oak dec air, � ar Offers a sl k .J s or n f p p . while the straightarm follows the hous'ing's contoured lines for ' continuity of style Fixture ships with arm installed for ease of installation and mounts to #2 drill pattern Wall bracket, rri ast'arm fitter and pole accessories are also available allowing easy mounting for virtually Katy application Finish: TGIC therm oset polyester powder paint finish applied at nom inal 2.5 m it thickness Warranty: Five year lim ited warranty (for m ore i nfor matron vwsstl hlt� tivsr Mr. ubleHoutdoor.coml resourceslwarrantvf Listings: Listed to'UL1698 and CSA C22.2#250 0- 24 forwetlocations Models meet DesignLights Consor- tium (OLC) qualifications, consult DLC wensite formore details h ttp:/hvmr. desi gnligh ts.oralQPL =IDAapproved • IP65 GERTIRCATIONS/LISTINGS MOVE ORRE'RIXG INFORtMMATI>'0N 'SEE NEXT PAGE PRODUCT IMAGE(S) 90 I-ED 314 VIEW e �� i �11ii�llj ' IhI r i , l l i 1 I i II Ilfiliiiilll�l� l 1 I I' r I I A B C D E F G 63141, 21 314" 16" 65181, 6 5l16" 5 518" 6 11811 171mn 552rnn 4L6mm 168trtm 166mrn i0mm lUmrn Spaulding Lighting * 701 Millennia Soulevard * Greenville, 5C 29607 * Ph'ow 864-678-1000 ® HUBBELL U IN r L t 6 N T i N Due to our continued efforts to improve our products, product pecrticati0ns are subject t0 change without notice. 0 2015 SPAULDING 1_I13117I1,16, Ali Right ResewEd • For more informatbn visit ourvoebsite: W=_—paddingrg fMg.G0 r • Primed in LEA GLI LEDAM4115 ORDERING INFORMATION ORDERING EXAMPLE: GL1-A-90W-5K-3-DB-RPA3 CI - - II - =F- - - 11 �. CL1 CimarronLED 90L 90 High brightness LEDs U3 Universal 120V-277V, 3K 3000K Leave blank for BCO Backlight control 50160 Hz 700mA(standard)' 60L 60 High brightness L 4K 4000K BL12A Bi-levelcOntrol 30L 3q,High brightness s f 420V 5K 5040K 035 350mAAmber CD? Continuous dimming 2 208V FdVi7 ypt, lgp rim CCT only We Wall bracket r � 906 1050 mA (rLse with 3 240V avalabltiir 901 only for higher RPA3 3" Round Bole adapter A Arm mount construction (6 straight TurtleNer ly a 4 277V applications, lumen ou ug RPA4 4" Round le, ad ,ter rigid arm included & acceptable for 90.fv? aT' configurations) 5 42OV, 60 Hz fccnstil ractutyj /AD RPAS 5" Round prate adapter Decorative arm mount const 6" decora- F 347V, 60 Hz live upswept arm incl. & acceptable for RPAt'a 6 Round pole adapt , E, 22AV,.5Q Hz DB Dark 901 configurations) F(X)4 Fusing (replace X w;ilh MAF Mast arm fitter for mounting to standard BL Black voltage: I-120V, 2-2084, 2 318" mast arm bracket includes 6" WH White 3 2401, 4-277V, 5-48OV; straight rigid arm 2 Type rl GR Cray 6 347bi 3 Type 111 PS Platinum Silver SSB Stainless sleet LED he2el 4 Type IV RD Red VG Vandal guard M Type Medium oremiumcoior, C iNTRULt1P714N5 5S Type V Short FG Forest Green WlR WiSCAPE tprern im" colorn VARPC WiSCAPE motion control 5W Type V Wide CC Custom Color rol Notes: 1- For BLoption 90Lark#6OLN/A 347V&49Ov 2L Type rRotaterl9.0°'left T MnA FerChild"Item l�mieieSsfrnthe -BL&CD cannot be combined of `Ghi}d"l[in7lnarrettt�tli8. 3 Fuse option not available with universal voltage 3L Type lit Rotated 90' left TOTUS network 4 -Select F3 fusing option for 2213V 4L Type IV Rotated 90' left PRN-5 REMAPhoto cell receptacle. 5 Photocell receptacle not available With BL option (replace x with voltago: e Recommended for Type III and aVdistributionsonly . 2R Type:11Rotated;901right - 7- Available in35Uin drive cunentonyTypeIV,5M' L1=120-277,5=480,.,6--U7) 8 - 0-1 OV fully adjustable dimming With automatic daylight calibration and 3R Type iII Rotated 90' right SGPO Program 'triable motion': control, differenfCime delay settings, mustorderminirnum of one cCP-REMOTE 4R Type IV Rotated 90" right designed fiar 30' t0 40` mounF control to program settin s sae-aecessodes. di mming g 7 P 9 t s 120v/277vr347ui48av only ing heights; factory detaiti t is 10-Must specs' 120V 208V 240V or 277'v not availatia With 1 A Aim) Front Rove Type 1 e �` t0 k light level In unoccupied PR option: consult factory for 347V and 480V application, not available 1AR Auto Front Row Type, I Rotated 901 right with BL or CD ottiot,a P State,reterertce coverage area on log S) iAL Arrff Front ROvtir. Type, I Rotated 90° left SCP1 'Programmable motion control, 2A Marto Front Row, Type II designex] for up to 40 mount- ing herghis for widest=eover- 2AR Auto Front Row Type II Rotalw 90' nunt. age, factory default is 1(Ilk 2AL Auto Fi ont Flom fype II Rotaed 90' left fight leve? in unoccupted state (reference eoierage area on page 3) FAM:04.V CdVINA ndTd ENERGY DATAs Power Factor 70 1 87 6384 6164 6641 7108 6999 6619 20700nnA Total Harmonic Distortion <1 We 130L-5K 60L 5K 140 157 13300 12842 13125 13185 13675 12954 40700mA 90L 5K 210 227 19684 19006 19202 20592 19610 18973 607OOmA 9C� 5K 105 336 363 26974 25351 26548 25793 2-1445 25195 6@1050nva 30L-4K 70 87 6089 61091 6104 6417 6439 ta046 20700mA 6OL-4K 140 157 11583 11468 12036 120381 12581 11807 407OOmA 90L-4K 210 227 17143 169731 17M 18521 20220 17394 60700inA 90L-4K-105 336 363 23896 23912 24199 24583 25357 2312E 6@1050mA 30L 3K 70 87 4606 4668 4686 4858 4902 460t 2@700mA 60L 3K 140 157 9013 9175 9216 94091 9461 8WI 40700ni 9OL-3K 210 227 13360 13601 13575 139231 14004 1391Y21 66700mA 9OL 3K-105 336 1 363 r 17645 17612 174691 179501 182711 17330 6@105OmA. AUTOMOTIVE DEALERSHIP OPRCS For Automotive Dealership applications Spaulding Lighting has developed two optics designed for enhanced and proper lighting of the auto dealership merchandise and the front row 1 A and interior rows 2A (See CL1 distribution information for details) Optic 1A • Maximum illumination on front row display • Maximum pole spacing Optic 2A�-. • Excellent front row illumination and drive lane • Optimal uniformity for drive lane and interior roods ACCESSORIES SEE NEXT PAGE Spaulding Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678 1`00p m pAgUE-01NC P g g g LigJ6�6.L L 1 6 R T I N G Due to our continued efforts to improve our products, Droduct specifications are subjectlo change without notice, LI�FirClra © 2015 5;'•AULrJING Lr(;Ff'ING, all Rights Reserved- Fot rrinre in,o, mahan visit our wed€eta,: wvmxspas;rii3sglighting:c<t:n + ?tirtetl m'ilSA:CLILHl.SPEG4f15' Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321972.4466 WWW.JLCENG.COM CA NO. 28730 INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I 11INTEMOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com aaa aaa as as 0 0 Ia BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 EDITED u ri T Zephyrhills, FL Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: W r) Of 0 z Site LigInting LU W Fixture Cut Sheets I- 0 W I U 16.04 0 IL is �sl��u�uuu��uiv���ralsoar■uuuW�u� �wst��e■ ire �■uswu�i�w ��u�� � � �Mwuw�iuuuwWus��a�■rur�iw■uu �I�Iuww�� mf 1 AH- 1 tzsj, '' AHJ (TYP OF 4) 1M. W. gaw � (TYP OF 4) MATCHLINE REFER TO SHEET E16.1 AH 1 TYP. 3 (TYP OF 4) 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 AND EQUIPMENT PRIOR TO ROUGH IN. F. "NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. r111 11111111 . , 0 0 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. 20 COORDINATE EXACT LOCATION OF METER CENTER WITH THE ELECTRIC UTILITY 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'-0" CLEARANCE IN FRONT OF THE METERS. A MAXIMUM OF 6'-6" SHALL BE MAINTAINED FROM GRADE TO THE CENTER OF THE HIGHEST METER. 0 COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH —IN. 0. THIS NOTE NOT USED. 05 PROVIDE 120V AND CONNECTION FOR MECHANICAL FIRE/SMOKE DAMPER TO CIRCUIT '11i AS REQUIRED. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. METER CENTER #102 -WEATHERPROOF NEMA 3R O TELEPHONE CABINET WEATHERPROOF CABLE CABINET NOTE: SIGNIFICANT REVISIONS HAVE BEEN "BADE TO THIS SHEET DUE TO THE CAI-INGE TO A WOOD FRAME I STRUCTURE AND ENCLOSING THE CORRIDORS KEY PLAN 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 summerset Apartments Zephyrl Eiils, FL JLC15.0038.00 m fSTA�OF u ll 8. Blake Lawrence Suddeth P.E. #: 69060 • ,0 A SHEET REVISIONS: EDITED BY: MJRIBLS PROJECT NO. 14-2984 First Floor Plan Electrical BuIldinq I - First Floor Plan - Electrical Scale: 3i 32" = -0" Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCING.COM CA NO. 28730 1 (TYP OF 4) (TYP OF 4) wuildinqFloor 1 AH . . (TYP OF 4) Wp (TYP OF 4) (TYP OF 4) 25 WP H2-52:54 0 H2-44:46 _. H2-68:70 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 AND EQUIPMENT PRIOR TO ROUGH IN. F. "NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. Enlarged Trash Room Floor Plan o Electrical Scale: 1/4" = V-0" Scale: 3/32" = V-0° 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. COORDINATE EXACT LOCATION OF METER CENTER WITH THE ELECTRIC UTILITY 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'-0" CLEARANCE IN FRONT OF THE METERS. A MAXIMUM OF 6'-6" SHALL BE MAINTAINED FROM GRADE TO THE CENTER OF THE HIGHEST METER. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH -IN. THIS NOTE NOT USED. PROVIDE 120V AND CONNECTION FOR MECHANICAL FIRE/SMOKE DAMPER TO CIRCUIT '112-75' AS REQUIRED. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph, Laweence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 d z z U) w 0 0 II w r z 06 w 0 w F I 0 0 IL ARCHITECTURE & INTERIOR DESIGN, INC. PLANE W I ARCHITECTURE I BITER M NS M 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 .1LC15.0038.00 a a o �► l J � e i s o . � Blake Lawrence Suddeth P.E. : 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MARS j PROJECT NO. 14-2984 2m� First Floor Plan Electrical E 16.12 IIUffl_,J II_I - t-1L1.I I !,I I , -- I - -I _.._..__ -- - I I : 11 1 IF 111H IIAl4.111 ' 1 . 1 I I I L- L L I -_- 1 - I d - -- - . IL Clubhouse - Floor Plan - Power & Svstems 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 AND EQUIPMENT PRIOR TO ROUGH IN. ■ wN, millill, 11`111! 0_1 11 DISCONNECT PROVIDED BY DIVISION 15 CONTRACTOR, INSTALLED AND WIRED BY DIVISION 16 CONTRACTOR. FUSE PER MANUFACTURERS RECOMMENDATIONS. 2 CONNECT 120V FRACTIONAL HORSEPOWER EXHAUST FAN TO LOCAL LIGHTING CIRCUIT AND CONTROLS. FAN SHALL OPERATE SIMULTANEOUSLY WITH LIGHTS. 3� PROVIDE 120V RECEPTACLE AND TELEVISION OUTLET FOR WALL MOUNTED TELEVISION. COORDINATE MOUNTING HEIGHT AND LOCATION WITH OWNER/EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. 40 COORDINATE METER AND SHUNT TRIP .LOCATION WITH OWNER, CIVIL CONTRACTOR, AND UTILITY COMPANY PRIOR TO ROUGH -IN. INSTALL 120V DUPLEX RECEPTACLE IN RAISED BARTOP COUNTER. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN. COORDINATE ROUTING OF CONDUIT THROUGH MILLWORK WITH MILLWORK INSTALLER PRIOR TO ROUGH -IN. 120V DUPLEX RECEPTACLES IN COMPUTER ROOM TO BE INSTALLED DIRECTLY BEHIND CABINETS. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN. 7O 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. �8 J COORDINATE FLOOR BOX LOCATION AND STYLE WITH OWNER PRIOR TO ROUGH -IN. PROVIDE ALL INSERT, COVERS, ETC. FOR A COMPLETE INSTALLATION. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS 1 SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ARCHITECTURE & �NTERIOR DESIGN, INC. 745 orients 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 s a wv + dQ° Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Floor Plan Power & Systems Scale: 3/16°" = 1'-0" Consulting friqlineops 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 E 16.13 Clubhouse - Floor Plan - Lightin 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 AND EQUIPMENT PRIOR TO ROUGH IN. F. "NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. CONNECT EXTERIOR LIGHTING CIRCUIT VIA LIGHTING CONTACTOR FOR AUTOMATIC CONTROL OF FIXTURES. LOCATION0 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR TO OVERRIDE WALL SWITCHES AND TURN OFF LIGHTS IF ROOM IS UNOCCUPIED FOR MORE THAN 30 COORDINATE CONDITIONSPROVIDE SPACE. PROVIDE ADDITIONAL SENSORS, RELAYS, POWER PACKS, ETC. AS REQUIRED TO CONTROL ALL LIGHTS IN ROOM. Scale: 3/16" ® 1 `-0" NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS KEG' PLAN Josepk, Eawpenee & Co Consultinq Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. I IRE I DEs*N 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ®08 000 00 00 o � eo BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED . PROJECT s , 14-2984 I`� 11.1�If�ri 1'll 3= �_�t��J��l 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 AND EQUIPMENT PRIOR TO ROUGH IN. F. "NLO DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. 01 COORDINATE EXACT, LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH -IN. 02 THIS NOTE NOT USED. 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 ELEVATIONS AND DETAILS PRIOR TO ROUGH -IN. CONNECT CIRCUIT VIA LIGHTING CONTACTOR FOR AUTOMATIC CONTROL OF FIXTURES. 06 PROVIDE 120V AND CONNECTION FOR MECHANICAL FIRE/SMOKE DAMPER TO CIRCUIT 'H1-59' AS REQUIRED. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS 0 KEY PLAN Joseph, Lawrence & Co Consullinq Ingineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 NTERICIR DESIGN, INC. 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com NEFICIAL COMMUNITIES 3550 S. Tarniarni Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 Z�_ SHEET REVISIONS: EDITED BY: MJPJBLS PROJECT NO. 14-2984 Electrical Building I - Second Floor Plan - Electrical Scale: 3/32" = V-0" E 16.21 C IT- H2-19 9 A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2006 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 SMALL 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. 01 COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH —IN. !�9 THIS NOTE NOT USED. 3 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. 1 4 PROVIDE EXTERIOR WALL MOUNTED LIGHT FOR BUILDING SIGNAGE. COORDINATE LOCATION WITH ARCHITECTURAL ELEVATIONS AND DETAILS PRIOR TO ROUGH —IN. 5 CONNECT CIRCUIT VIA LIGHTING CONTACTOR FOR AUTOMATIC CONTROL OF FIXTURES. PROVIDE 120V AND CONNECTION FOR MECHANICAL FIRE/SMOKE DAMPER TO CIRCUIT 'H2-75' AS REQUIRED. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. I . l Scale: 1/4" e V-0" NOTE: SIGNIFICANT REVISIONS HAVE SEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS KEY PLAN 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 Dan BOB ao as o n ®a B"ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL 0 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: IL SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Oam Scale: 3/32" = V-0" Joseph. Lawrence & Co Consulting Enqlaneers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 to; Uj i W�cn i �I w �I LLJ l z x 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 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. O COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH -IN. ® THIS NOTE NOT USED. �3 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. 4 � PROVIDE 120V AND CONNECTION FOR MECHANICAL FIRE/SMOKE DAMPER TO CIRCUIT ,H1-59` AS REQUIRED. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. NOTE: SIGNIFICANT REVISIONS HAVE SEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS t INTERIOR - -� -7 T 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 1HoDun an ®® 0 0 1a BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 64811He +y00 *- em61 A SHEET REVISIONS: EDITED BY: MJRiBLs PROJECT NO. 14-2984 NEM Third Floor Plan Electrical Scale: 3/32" ® 1'-0" Joseph, LCINVrence & Co Consulting f ngoneeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 U 00 � A-115"Imm'1111111 us m_ - I W-0 mf 1 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 AND EQUIPMENT PRIOR TO ROUGH IN. F. "NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. 1 COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH -IN, 2Q THIS NOTE NOT USED. O3 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 120V AND CONNECTION FOR MECHANICAL FIRE/SMOKE DAMPER TO CIRCUIT 'H2-75' AS REQUIRED. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. C r #A, H2-21 Electrical Scale: 1/4" = 1'-0" NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE SHEET DUE TO THE CHANGE TO A *D FRAME STRUCTURE # ENCLOSING THE CORRIDORS KEY PLAN W C 0 - •� INTERIOR DESIGN, 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com age Poo 0o 00 G O 13"ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhllls, FL Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Building II Third Floor Plan Electrical llq Scale: 3/32" = 1'-0" icsep 9 Lawrence & Cc onsulfinq Enqineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 r 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 AND EQUIPMENT PRIOR TO ROUGH IN. F. "NL" DESIGNATES NIGHT LIGHT FIXTURE TO BE CONNECTED AHEAD OF ALL CONTROLS FOR 24 HOUR OPERATION. - AN 411111 111, 11 1 l��� -I---- � - -] JR �1 COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH -IN. (2 THIS NOTE NOT USED. �3 PROVIDE 120V AND CONNECTION FOR MECHANICAL FIRE/SMOKE DAMPER TO CIRCUIT 'H1-59' AS REQUIRED. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. NOTE: SIGNIFICANT REVISIONS HAVE SEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS BEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. ! /RCHrrMnM I 745 onenta 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 1104IM0ixT:11i111 Blake Lawrence Suddeth P.E. #: 69060 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 • a 0 - Fourth Floor Plan - Electrical Scale. 3/32" = V-0" 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 1: a DOM 1. 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 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. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF STAIRWELL FIXTURES WITH ARCHITECT PRIOR TO ROUGH-IN. 2 THIS NOTE NOT USED. ® PROVIDE 120V AND CONNECTION FOR MECHANICAL FIRE/SMOKE DAMPER TO CIRCUIT 'H2-75' AS REQUIRED. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. Electrical Scale: 1/4" = 1'-0" Scale: 3/32" = 1'-0" i KEY PLAN JosepL, Law>pence & Co Consulfinq ngineeips 1180 HARWOOD AYE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 FTAMMAMIUMMIIIIIIIIJIM INTERIOR 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com Summerset Apartments Zephyrhills, FL J LC 15.0038.00 Make Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: ZL SHEET REVISIONS: EDITED BY: MARS PROJECT NO. 14-2984 U Z Building II w 0 X I- Z Fourth Floor Plan W w Electrical U W F- U 16.42 0 L A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. ARCHITECTURE & Roof Plan - Electrical B. ALL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. - i" vs D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. Scale: 1 i 16" = 1'-0" , PROVIDE 120V CONNECTION TO MECHANICAL DAMPER. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321972.4466 WWW.JLCENG.COM CA NO. 28730 C C a) E 3 U 0 W W INTERIOR DESIGN, INC. RANNIM 1 MICHITEMIRE I 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 J LC 1.5.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: 08121/15 1 I Structural Revision M i Em �v 2130 0 WP 1 5 Unit A2-UFAS 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 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. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2009 EDITION, SECION 18.4.5.3. Unit Al Floor Plan - Electrical MECHANICAL UNIT DISCONNECT SWITCH TO BE PROVIDED BY DIV. 15 CONTRACTOR AND INSTALLED BY DIV. 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 ••;rl LOCATION WITH MILLPRIOR TO 'i O4 REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. NOTE: SIGNIFICANT _ REVISIONS HAVE BEEN MADE DUE T•THE CHANGE OOP FRAME STRUCTURE r ENCLOSING CORRIDORS osepk, Lawence & Co Consulfinq Engineers 11€0 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www. foru march itecture. com ^, , i% 1►■ Ohl W C N Zephyrhills, FL Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED PROjECT • 8. Enlarged Electrical Scale: 1/4" = V-0" Scale: 1/4" = V-0" i 1■dIY���YIf�'�IIIY�IrI�IYI��■INWI■WI�IN�I�IY�t♦yl� i 1 i I IL'_I i I'I+!lMN'll�'���NP'9�Ital IH�'llm'FIY�I 'R"! 1 11111ij� vl_ _r'_-_4 I t 1. Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Fk 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. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2009 EDITION, SECION 18.4.5.3. MECHANICAL UNIT DISCONNECT SWITCH TO BE PROVIDED BY DIV, 15 CONTRACTOR AND INSTALLED BY DIV. 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. 0 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. 4 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. 12"x18"x3" 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. g PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 48"AFF. 1.1 PROVIDE 240V/50A/10 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 12 PROVIDE 24OV/30A/10 OUTLET FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 13 PROVIDE 120V OUTLET FOR WASHER, 367AFF. 14 LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER HEIGHT. 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 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. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Scale: 1/4" = 1'-0" Joseph, Lawrence & cc Consulfing Lncjineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCING.COM CA NO. 28730 U Z Z 0 to ry 0 Lu F Z_ ad uJ IY U w h U 4 g 0 IL i INTERIOR DESIGN, INC. --4Vr, 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 . ®bib@ oil, Il" 'N Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: EDITED BY: MJwaLS PROJECT NO. 14-2984 Enlarged Unit Plans u 0 • A • 0 .r Scale: 1/4" = 1'-0" NO 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. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2009 EDITION, SECION 18.4.5.3. t i t•-t l{ • �• t \±j PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" SlYLE BREAKU-1 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 PRW11 TO i �4 REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. r 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. DEEP FLUSH MOUNTED CABINET WITH DOOR O"` TELEPHONEA: TERMINATIONS.CABINET.i 4 CABINET. CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. EQUIPMENT PROVIDE 120V OUTLET FOR REFRIGERATOR, 48"AFF. PROVIDE 24OV/50A/10 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURAnON AN1 LOCATION WITH # PROVIDE 120V OUTLET FOR WASHER, 36"AFF. LOCATt 120V RECEPTACLE IN LOWBELOW C{COORDINATE LOCATI i s WITH OWNER PRIOR i It SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TOi WOODFRAME ■ i ENCLOSING THE CORRIDORS INTERIOR 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com NE 'NTFICIAL x COMMUNITIES v 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 Zephyrhills, FL Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY. MJR/BLS PROJECT NO. 14-2984 Scale: 1/4" = 1'-0" IIIII liq '. Scale: 1/4" = 1'-0" Joseph, Lowpence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENG.COM CA NO. 28730 EME 4 Am �� C- Unit C2-UFAS Floor Plan - Electrical FloorUnit C1 Scale: 1 /4" = V-0" 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 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 INSTALLL ED 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. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2009 EDITION, SECION 18.4.5.3. 01 MECHANICAL UNIT DISCONNECT SWITCH TO BE PROVIDED BY DIV. 15 CONTRACTOR AND INSTALLED BY DIV. 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. 03 PROVIDE R - ELECTRICAL CONNECTION FOR HOODJUNCTION BOX AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL V 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. �7 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. 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. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 487AFF. 11 PROVIDE 24OV/50A/10 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. 12 PROVIDE 240V/30A/1 0 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 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 ELECTRICAL CONTRACTOR SHALL PROVIDE VISUAL FIRE ALARM NOTIFICATION APPLIANCES IN ALL UNITS DESIGNATED HEP"NG 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. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE .D ENCLOSING THE CORRIDORS Lf ME ME Joseph, Lawrence & C0 Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 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 J LC 15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Enlarged Unit Plans Electrical 1 15 ELECTRIC FIRE PUMP CONTRO 14 \ JOCKEY PUMP CONTROLLER -IL6 BG H 1-19:21:23 —� E H1-16 � Enlarged Plan Fi-re-Pump Room - Electrical Scale: 1 /4" = 1'-0" Enlarged Plan Elevator 2 - 4th Floor - Electrical Scale: 1/2" = 1'-0" s •FloorElectrical 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 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. 5 2 ELEVATOR CONTR Enlarged Plan Elevator 1 - 4th Floor - Electrical ElevatorEnlarged Plan Floor Scale: 1/2" = 1'-0" Scale. 1/2" = 1'-0" 0 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. Q3 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. ELEVATOR CAB TELEPHONE. COORDINATE WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE DISCONNECT SIZE, BREAKER SIZE, AND CONDUIT/CONDUCTOR SIZING WITH APPROVED ELEVATOR SHOP DRAWINGS AND PROVIDE AS REQUIRED. �6 MOUNT HEAT DETECTOR WITHIN 24" OF FIRE PROTECTION SPRINKLER HEAD. FIELD COORDINATE PRIOR TO ROUGH -IN. �7 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. 09 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 REQUIREMENTS WITH ELEVATOR CONTROLLER. 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. �RCOORDINATE ALL ELECTRICAL CONNECTIONS IN FIRE PUMP ROOM 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. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 AL,TAMONTE SPRINCS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENC.COM CA NO. 28730 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 oon ouo oO% ®o O O ®o B".L N' E FICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL. JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Enlarged Floor Plans - Electrical 0 1 ARE PUMP ROOM I I I 1 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. 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. 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. 7 PROVIDE CONNECTION FOR 125HP ELECTRIC FIRE PUMP AS REQUIRED BY NEC ARTICLE 695. COORDINATE ALL REQUIREMENTS WITH FIRE PROTECTION CONTRACTOR PRIOR TO ROUGH -IN. SQUARE 'D' - "EZ METER-PAK" METER SECTION. 225A, 120/208V, 30, 4W, NEMA 3R, COMMERCIAL METER SECTION WITH 225A, 3P SERVICE BREAKER. MINIMUM AIC RATING SHALL BE 42K----\ f 125HP, 208V, 30, SERVICE I ENTRANCE RATED FIRE PUMP CONTROLLER I ! 7 I � I 1 I NEW 120/208V 30 UTILITY PAD MOUNTED TRANSFORMER I I H AVAILABLE SCC = 57,096A C � I ,.�. 2 I I i® 9 125HP, 208V, 30 ELECTRIC FIRE PUMP. COORDINATE WITH FIRE PROTECTION INSTALLER HOUSE PNL. 'H1' 225A MLO 120/208V 10, 3W N LIGHTING CONTACTOR REFER TO DETAIL METER CENTER #1 SQUARE 'D' "EZ METER-PAK" METER CENTER 1,600A, 120/208V, 30, 4W, NEMA 3R MAIN SECTION WITH 1,600A, 3P MAIN CIRCUIT BREAKER WITH (40) 125A, 208V, 10, 3W, NEMA 3R METER SOCKETS WITH (8) 125A/2P TENANT SERVICE BREAKERS AND (32) 11OA/2P TENANT SERVICE BREAKER. MINIMUM AIC RATING SHALL BE 42K 6 4 AIC=38,701 A PROVIDE INTER -SYSTEM BONDING JUMPER #3/0 CU BUILDING STEEL #3/0 CU mt1milap-4 HW (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 Diaararn - meter Center 1 O 5 SETS [41600 kcmil AL., 4"C.] © 4#300 kcmil AL., 1 #2 AWG AL. GND., 3"C. jC 3 1 /0 AWG AL., 1 #4 AWG AL. GND., SER CABLE 3#2/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE 3#3/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE �F 3#4/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE 4#600 kcmil CU., 4"C. �H 4#600 kcmil CU., 1 #2 AWG CU. GND., 40C. A. O NOT SCALE ELECTRICAL DRAWING FOP, ANY DIMENSIONS. B. ALL WORK SHALL COMPLYe08 NATIONAL ELECTRIC CODE,NATIONAL, o LOCAL CODES.PROVIDE GROUNDINGAND 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. 'B' 125A MLO 125A MLO 11OA MLO 11OA MLO 110A MLO 110A MLO 11OA MLO 11OA MLO 11OA MLO 110A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 1100/ 308V 120/208V 031100/ 30W8V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 0W UNIT UNIT UNIT j UNIT UNIT UNIT I UNIT UNIT UNIT UNIT PNL. 'C' PNL. 'C' PNL. 'A' PNL. 'A' PNL. 'B' PNL. 'B' 1 PNL. 'B' PNL. 'B' PNL. 'B' PNL. 'B' 125A MLO 125A MILO 11OA MLO 11OA MLO 11OA MLO 110A MLO 11OA MLO 11OA MLO110A MLO 110A MLO 120/208V 120/208V 120/208V 120/208V 120/208V gg120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W I 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' I PNL. 'A' PNL. 'B' PNL. 'B' I PNL. 'B' PNL. 'B' PNL. '3' ' PNL. 'B' 125A MLO 125A MLO 110A MLO 11OA MLO 110A MLO 110A MLO l 110A MLO 110A MLO 110A MLO 11OA MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V �1/ V ! 1/ V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 1120/208V I 10, 3W 10, 3W 103W 103W AIC=16,866A I I I ' I I l I=: 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. 'B' 125A MLO 125A MLO 11OA MLO 11OA MLO 111OA MLO 11OA MLO 11OA MLO 11OA MLO 110A MLO 11OA MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 20/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W i I 10, 3W , I 11 10, 3W ' 10, 3W r 10, 3W 1.0, 3W 10, 3W )TE: :R (FBC 505.7.3): :EDERS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 2% AT DESIGN LOAD. MCH CIRCUITS ARE DESIGNED FOR A MAXIMUM VOLTAGE DROP OF 3% AT DESIGN LOAD. No Scale FOURTH FLOOR e ao- _`Y► c� :��!.'Il�rll � 'III :�,1..` �a �► 745 orienta avenue; suite 1121 aitamonte 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 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: PROJECTEDITED BY: MJP,/BLS ! •; Building Powera g REFERENCE NOTES: o CONDUIT &CONDUCTOR SIZES: O III rj I I'T' L_ (1 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. 0 COORDINATE LOCATION WITH CIVIL DRAWINGS, OWNER AND UTILITY COMPANY PRIOR TO ROUGH -IN. PROVDE 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. METER CENTER #2 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 (36) 125A, 208V, 10, 3W, NEMA 3R METER SOCKETS WITH (4) 125A/2P TENANT SERVICE BREAKERS AND (32) 110A/2P TENANT SERVICE BREAKER. MINIMUM AIC RATING SHALL BE 65K SQUARE 'D' - "EZ METER-PAK" METER SECTION. 225A, 120/208V, 30, 4W, NEMA 3R, COMMERCIAL METER SECTION WITH 225A, 3P SERVICE BREAKER. 6 MINIMUM AIC RATING SHALL BE 42K 4 AIC=38,701 A Fo NEW 120/208V 30 UTILITY PAD MOUNTED TRANSFORMER AVAILABLE SCC = 57,096A HOUSE LIGHTING PNL. 'H2' CONTACTOR 225A MLO REFER TO 120/208V DETAIL 10, 3W PROVIDE INTER -SYSTEM BONDING JUMPER #3/0 CU BUILDING STEEL #3/0 CU �' M MAO (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 il�ower Riser Diagram - Meter Center Q 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 3#3/0 AWG AL., 1 #4 AWG AL. GND., SER CABLE 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' G PNL. 'A' PNL. 'B' PNL 'B' PNL. 'B' PNL. 'B' �125A MLO �110A MLO 110A MLO 11OA MLO 111OA MLO 110A MLO 11OA MLO 110A MLO 110A MLO �120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/20V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W D C C C D D E F F UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 1 ! t ! ! 9 ! B t ! / ) B 9 G B 4 t B ! , 1 ) PNL C PNL. B PNL . A PNL PNL A PNL. PNL PNL. PNL. B 125A MLO 110A MLO 110A MLO 110A MLO 110A MLO 110A MLO 110A MLO 110A, MLO 110A MLO 120/208V 1 �/ 3WV 11 �� 3WV 1 1 �r 3WV 120/208V 1 �3Wi � � 11 �� 3WV 1 1 �,! 3WV 11 �f 3WV � i 1,0/208V I 120/208V 3W 10, 3W UNIT UNIT j UNIT UNIT UNIT UNIT UNIT UNIT UNIT f 1 f / I f t G 9 G A G f 8 G D G G PNL. C PNL. B PNL. A PNL. B PNL A PNL. B PNL. B PNL. B PNL. B8 125A MLO 11OA MLO 1 110A MLO' 11110A MLO 11OA MLO 11OA MLO 11OA MLO 110A MLO 11OA MLO 120/208V 120/208v 120/208V i20/208V i 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 1, 3W 10, 3W i 10, 3W 10, 3W 10, 3W D C C C C C D E F AIC=16,866A 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 110A MLO 11OA MLO 110A MLO 110A MLO 110A MLO 110A MLO 110A MLO 120/208V 120/208V 120/208V I 120/208V 1201208V 120/208V 120/208V �� � � 1 i 0/230w d � 1 20/ 30W8. 10, 3W 10, 3W 10, 3W i 0, 31� ; 0, 3W 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 3% AT DESIGN LOAD. No Scale 1114iffiflLffelfg, ff.T 50 111 to NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS osep�, Lcw���ceCo SHEET DUE TO THE CHANGE TO A WOOD FRAME Consullinq Enginceps STRUCTURE AND ENCLOSING TIME CORRIDORS 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W WW.JLCING.COM CA NO. 28730 INTERIOR DESIGN, 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com Summerset Apartments Zephyrhills, FL JLC15.0038.00 ,'®ttf�Elj! ®®g,�_ 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 Building II Power Riser Diagram L » REFERENCE NOTES: o 10 REFER TO CIVIL DRAWINGS FOR LOCATION OF UTILITY TRANSFORMER. 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. 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. CONDUIT& CONDUCTOR SIZES: O O 3 SETS [4#400 kcmil AL., 3"C.] ® 4#2/0 AWG AL., 1 #4 AWG AL. GND., 2"C. �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 O 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 Joseph, Lowpence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3 FORUME Il a ARCHITECTURE & INTERIOR DESIGN, INC. C 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ago Dan BOB ®Q eo BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 1 • s Zephyrhills, FL J LC15.0038.00 o @s� Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 14-2984 11111 Building 11 Power Riser Diagra CONCRETE ENCASED SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME P oWe r Riser D i a ra n1 -Meter Center 3 STRUCTURE AND ENCLOSING THE CORRIDORS 1 No Scale Ixi[:�Zt? I ��1Ti iT� 9 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. 44' FIRE TYP. TELECOM OUTLET RETARDENT PLYWOOD PAINTED GRAY NOTE: COORDINATE EXACT TELECOM REQUIREMENTS 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 Diaaram - Clubhouse FIRST FLOOR No Scale CONCRETE ENCASED L 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. REFER TO SITE PLAN - ELECTRICAL, SHEET E16.01 FOR LOCATION OF UTILITY TRANSFORMER. 2 COORDINATE ALL CONNECTION REQUIREMENTS OF NEW SERVICE WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. !�0 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. �L .. FEEDERS ARE DESIGNED FOR A MAXIMUM VOLTAGE i DESIGN .iRANCH 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 FRCP 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 ` J7 J S F ; NOTE: FIRE ALARM SYSTEM RISER DIAGRAM IS DIAGRAMMATiCAL. SEE FLOOR PLANS FOR EXACT QUANTITIES OF DEVICES. WIRING SHALL BE AS RECOMMENDED BY SYSTEMS MANUFACTURER. No Scale NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS ARCHITECTURE & INTERIOR DESIGN, INC. PUMING I ARCHREMRE I KrEP"DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Summerset Apartments Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. ##: 69060 0 SHEET REVISIONS: EDITED BY: MARS .CPROJECT NO. 14-2984 I_ Clubhouse Riser Diagrams icsepk, Lawr=enee & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCENG.COM CA NO. 28730 E 16.74 - I - - I_I I- I N I ARCHITECTURE & T wwtlV I — 1 1Nw. "I1 —da- l" v_vLnu u.�vu�v�.• 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 Buildinas I & II - Fire Alarm Riser Di NOT. FIRE ALARM SYSTEM RISER DIAGRAM IS DIAGRAMMATICAL. SEE FLOOR PLANS FOR EXACT QUANTITIES OF DEVICES. WIRING SHA I BE AS RECOMMENDED BY SYSTEMS MANUFACTURER. ram No Scale Buildings I & II - Cable/Coax Riser Diagram No Scale 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. Joseph, Lawpence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL; 321.972.4466 W WW.JLCING.COM CA NO. 28730 INTERIOR 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 00o n®m oo° no G ®0 B"ENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJRIBLS PROJECT NO. 1 4-2984 0 z z t� W 0 ff 0 W z 06 W U W I- - 0 a 7 (Y 0 IL (9. 2= E 16.75 RESIDENTIAL UNIT TYP 'A' ELECTRICAL SERVICE LOAD SUMMARY 800 SQUARE FT. x 3 VA = 2,400 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 = 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 0 208V 1 PH SERVICE RESIDENTIAL IL I 1 I LOAD _ Y- METER CENTER Unit TyRe A 32,076 VA x 8= 256,608 VA Unit Tye 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 = 66,550 VA TOTAL DEMAND AMPS = 1,224.67 AMPS 1,600A 0 208V 3PH, 4W SERVICE RESIDENTIAL UNIT TYPE 'B' ELECTRICAL SERVICE LOAD SUMMARY 1,050 SQUARE FT. x 3 VA = 3,150 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 = 27,130 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 T e 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 = 57,500 VA TOTAL DEMAND AMPS = 1,151.94 AMPS 1,200A 0 208V 3PH, 4W SERVICE TYPICAL UNIT PANEL'Al-' LOCATION: UNIT TYPES 'Al', 'Al -A', 'AS VOLTAGE: 120/208V 10 3W MIN. Arc RATING: 10K AIC NOTES: PROVIDE TYPES WRITTEN DIRECTORY PROVIDE GROUND do NEUTRAL BUS PROVIDE 'NM' WHERE ALLOWED BY AHJ TYPE: SQUARE 'D' - TYPE QO MAINS: 11 OA 0 MI O -I MCB �- � MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑I FEED-THRU ENCLOSURE: NEMA 1 x v CIRCUIT DESCRIPTION (n z BRANCH CIRCUIT BKR LOAD KVA PHASE LOAD KVA BKR BRANCH CIRCUIT cn w ® z CIRCUIT DESCRIPTION I- x 0 NEUT GND COND 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 1 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 20/2 12 - 12 1/2" CU-1 6 7 REFRIG 14 14 14 NM 15/1 . 0,74 ' B 0.76 - 1 - - - i I - 8 9 GARBAGE DISPOSAL 14 1 14 1 14 NM 15/1 ` 0.74 A 4.00 50/2 6 - ; 10 NM RANGE 10 11 DISHWASHER 1 14 14 14 NM 15/1 1.20 B 4.00 - 6 - j - - 12 13 KITCHEN HOOD 14 14 14 NM f 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 LIGHTS/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 21 SPACE ONLY - - - - - - A 1.50 20/1 12 12 12 NM WASHER 22 23 SPACE ONLY - - - - - - B _ I - - - SPACE ONLY 24 EQUIPMENT SERVED CONN. LOAD I 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 TYPEC' 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 = 4,506 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 V°A PER NEC 220.82 TOTAL CONNECTED LOAD = 36,558 VA I TOTAL DEMAND LOAD = 25,942 VA PER NEC 220:82 TOTAL DEMAND AMPS = 124.72 AMPS 125A 0 208V 1PH SERVICE v LOAD SUMMARY Unit Type B 32,826 VA x 12 = - METER 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 = O 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 'E1' LOCATION: UNIT TYPES 'Al', 'A1-A', 'A3' VOLTAGE: 120/208V 10 3W MIN. AIC RATING: 1 OK AIC NOTES: PROVIDE TYPED ITTENDIRECTORY PROVIDE GROUND & NEUTRA BUS PROVIDE 'NM' MERE ALLOWED BY AHJ I TYPE: SQUARE 'D' -TYPE QO MAINS: 110A MLO ❑MCB MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 >- U CIRCUIT DESCRIPTION Cn w o Z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT 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-2 2 3 KITCHEN RECEPTACLES 12 12 12 NM 20/1 1 1.50 B 1.94 - 10 - - - I 1- 4 5 BATHROOM LIGHTS/RECEPTACLES 12 12 12 NM 20/1 1,50 A 1.46 25/2 10 - 10 3/4" CU-2 6 7 REFRIG 14 14 14 NM 15/1 0.74 B 1.46 - 10 - - - - a 9 GARBAGE DISPOSAL 14 1 14 1 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 1 15/1 1 1.20 A 2.25 30/2- 10 - 110 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 IDRYER 18 19 KITCHEN LIGHTS/RECEPTACLES 14 14 14 NM 15/1 1.20 B 2.25 - 10 - - - 20 21 BEDROOM LIGHTS/RECEPTACLES 1 14 14 14 NM - 15/1 1.20 A 1.50 20/1 12 12 12 NM WASHER 22 23 BATHROOM LIGHTS/RECEPTACLES 12 12 12 NM 20/1 1 1.50 1 B - - - - - - SPACE ONLY 24 EQUIPMENT SERVED CONN, LOAD L.F. I 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'C1' 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: 125A 0 MLO . ❑ MCB MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 �- x CIRCUIT DESCRIPTION c' W z BRANCH CIRCUIT I BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT 0 z CIRCUIT DESCRIPTION 1- he 0 NEUT GND COND 0 NEUT GND COND 1 I 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 - - - - 1 4 5 BATHROOM LIGHTS/RECEPTACLES 12 12 12 NM 20/1 1.50 A 1.40 25/2 10 - 10 3/4" CU-3 6 1 7 REFRIG 14 14 14 NM 15/1 0.74 B 1.40 - 10 - - I - I - 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-3 114 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 I 19 KITCHEN LIGHTS/RECEPTACLES 14 14 14 NM 15/1 110 B 2.25 - 10 - - - - 1201 21 BEDROOM LIGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 A 1 1.50 20/1 1 12 12 12 NM WASHER 22 23 BATHROOM LIGHTS/RECEPTACLES 12 12 12 NM 20/1 1.50 B 1.20 15/1 14 14 14 NM 1 BEDROOM LIGHTS/RECEPTACLES 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: 124.72 AMPS PER UNIT SERVICE CALCULATION REVISIONS HAVE D SHEET DUE TOTHE CHANGETO A WOOD FRAME STRUCTURE AND ENCLOSING _CORRIDORS is ■,•R.. iosepk, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 'fw- " VE; N Ef", 1 C" � " I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Oat WLI"flim LawrenceBlake ••- •9s. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED -- PROJECT A 6 PANEL CH (SECTION #1) LOCATION: CLUBHOUSE MECH CLOSET VOLTAGE: 208Y/120V 30 4W MIN. AIC RATING: 22K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE PROVIDE GROUND &NEUTRAL BUS PROVIDE MCB SHUNT TRIP TYPE. SQUARE 'D' - TYPE NO MAINS: MLO MCB ❑ � MOUNTING. SURFACE FED FROM: UTILITY TRANSFORMER LUGS: ❑ SUB -FEED 9 FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION V) o z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT i Z CIRCUIT DESCRIPTION - NEUT GND COND 0 NELIT GND COND 1 RECEPTACLES - COMPUTERS 12 12 12 1/2" 20/1 0.36 A 1.39 25/2 10 - 10 31e 1 CU-1C 2 3 RECEPTACLES - COMPUTERS 12 12 12 1/2' 20/1 0.36 B 1.39 - 10 - - - - 4 5 RECEPTACLES - CLASSROOM 12 12 12 1/2" 20/1 0.90 C 1.39 25/2 10 - 10 /4" 1 CU-2C 6 7 EWC 12 12 12 1/2" 20/1 1.00 A 1.39 - 10 - - - - 8 9 RECEPTACLES - RESTROOMS 12 12 12 1/2" 20/1 0.72 B 1.49 30/2 10 - 10 31e 1 CU-3C 10 11 RECEPTACLES - MECH. ROOM 12 12 12 1/2" 20/1 0.18 C 1.49 - 10 - - - - 12 13 RECEPTACLES - FITNESS 12 12 12 1/2' 20/1 1.08 A - - - - - - SPACE ONLY 14 15 TREADMILL 12 12 12 1/2" 20/1 1.20 B - - - - - - SPACE ONLY 16 17 TREADMILL 12 12 12 1/2' 20/1 1.20 C 1.91 30/2 10 - 10 3/4" 1 AHU-1C 18 rs RECEPTACLES - CLUBROOM 12 12 12 1/2" 20/1 1.08 A 1.91 - 10 - - - - 20 21 RECEPTACLES - LEASING 12 12 12 1/2" 20/1 0.72 B 1.91 30/2 10 - 10 3/4' AHU-2C 22 23 RECEPTACLES - MANAGER'S OFFICE 12 12 12 1/2' 20/1 0.90 C 1.91 - 10 - - - - 24 25 FITNESS EQUIPMENT 12 12 12 1/2' 20/1 1.20 A 3.41 45/2 6 6 10 1.25' AHU-3C 26 27 SPARE - - - - 20/1 - B 3.41 - 6 - - - - 28 29 RECEPTACLES - KITCHENETTE i 12 12 12 1/2' 20/1 0.72 C - - - - - - SPACE ONLY 30 31 REFRIGERATOR 12 12 12 1/2' 20/1 1.00 A - - - ° - - - SPACE ONLY 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 - I - I - - 36 37 1TB 12 12 12 1/2" 20/1 0.36 A 1.08 20/1 12 12 12 1/2' RECEPTACLES - LOBBY 38 39 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 40 41 FACP 12 12 12 1/2" 20/1 1 0.50 C I - 20/1 - - - - SPARE 42 EQUIPMENT SERVED CONN. LOAD LF. D.F. DEMAND LOAD RECEPTACLES - GENERAL 8.46 KVA 100% 8.46 KVA EQUIPMENT 27.46 KVA 100% 27.46 KVA SECOND SECTION 20.73 KVA 100% 20.73 KVA NOTE: 1) NONCOINCIDENTAL LOAD NOT INCLUDED IN CALCULATIONS. TOTAL DEMAND LOAD: 56.65 KVA TOTAL DEMAND AMPS: 157.36 AMPS HOUSE PANEL H1 (SECTION #1) 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 N MLO ❑ MCB MOUNTING: SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 3R I.- CIRCUIT DESCRIPTION o Z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT �' a z CIRCUIT DESCRIPTION r 4 NEUT GND COND 4 NEU GND COND 1 LIGHTING - 1ST FLOOR CORRIDOR 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 12 12 12 1/2" 20/1 0.54 B 4.80 - 4 - - - - 4 5 LIGHTING - 3RD FLOOR CORRIDOR 12 12 12 1/2' 20/1 0.54 C 4.80 - 4 - - - - 6 7 LIGHTING - 4TH FLOOR CORRIDOR 12 12 12 1/2' 20/1 0.54 A 1.00 30/1 10 10 10 /4' ELEVATOR CAB LIGHTS 8 s 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" 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 12 12 12 1/2" 20/1 1.00 B 0.50 20/1 12 12 12 1/2' UGHTS/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" 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 2$ - 6 - - - - 5.76 C 0.20 20/1 12 12 12 1/2" 1 LIGHTING - EXTERIOR WALL PACKS 24 25 JOCKEY PUMP 12 12 12 11/2' 15/3 0.94 A 0.20 20/1 12 12 12 1/2" 1 LIGHTING - EXTERIOR SIGN LIGHTS 26 27 ' - 12 ; - - - - 0.94 B 0.51 20/1 12 112 12 1/2' LIGHTING - STAIR 1 28 29 - 12 - - - - 0.94 C 0.51 20/1 12 ' 12 12 1/2' LIGHTING - STAIR 2 30 31 FATC 12 12 12 /2" 20/1 0.10 A - 20/1 - - - - SPARE 32 33 RECETPACLES - CORRIDOR 12 12 12 1/2' 20/1 0.72 B - 20/1 - - - - SPARE 34 35 RECEPTACLES - CORRIDOR 12 12 12 1/2' 20/1 0.72 C - 20/1 - - - - SPARE 36 37 SPACE ONLY - - - - - - A - 20/1 - - - - SPARE 38 39 SPACE ONLY - - - - - - B - 20/1 - - - - SPARE 40 41 SPACE ONLY - - - - - - C - 20/1 - ISPARE 42 EQUIPMENT SERVED CONN. LOAD LF. I 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 SECTION 12 23.20 KVA 100% 23.20 KVA NOTES: 1) CONNECT CIRCUIT VIA LIGHTING CONTACTOR. TOTAL DEMAND LOAD: 66.55 KVA TOTAL DEMAND AMPS: 184.86 AMPS HOUSE PANEL H1 (SECTION 2) 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 ® MLO ❑ MCB MOUNTING: SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 3R �c CIRCUIT DESCRIPTION z BRANCH CIRCUIT BKR LOAD KVA PHASE • LOAD KVA BKR BRANCH CIRCUIT c Z CIRCUIT DESCRIPTION 0 NEUT GND COND 0 NEUT GND COND 43 AHU-1.1 8 - 10 /4' 35/2 2.90 A 1.42 25/2 10 - 10 /4" 1 CU-1.1 44 45 - 8 - - - - 2.90 B 1.42 - 10 - - - - 46 47 AHU-2.1 8 - 10 /4' 35/2 2.90 C 1.42 25/2 10 - 10 /4" 1 CU-2.1 48 49 - 8 - - - - 2.90 A 1.42 - 10 - - I - - 50 51 AHU-3.1 8 - 10 /4' 35/2 2.90 B 1.42 25/2 10 - 10 3/4-1 CU-3.1 52 53 - 8 - - - - 2.90 C 1.42 - 10 - - - - 54 55 AHU-4.1 8 - 10 /4" 35/2 2.90 A 1.42 25/2 10 - 10 /4" 1 CU-4.1 56 57 - 8 - - - - 2.90 B 1.42 - 10 - - - - 58 59 FIRE/SMOKE DAMPERS 12 12 12 1/2" 20/1 0.20 C - _ _ _ _ _ SPACE ONLY 60 61 SPARE - - - - 20/1 - A - - - - - - SPACE ONLY 62 63 SPARE - 20/1 - B - - - - - - SPACE ONLY 64 65 SPARE Il - 20/1 - C - - - l - - - SPACE ONLY 66 67 SPARE U__ - 20/1 - A - - - - - - SPACE ONLY 68 69 SPARE 1 - 20/1 - 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 .SPACE ONLY - _ _ _ _ _ A _ _ _ _ _ _ SPACE ONLY 80 81 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 82 83 SPACE ONLY - i - - - - I - C - - - ' - - - I SPACE ONLY 84 EQUIPMENT SERVED CONN. LOAD LF. D.F. DEMAND LOAD m EQUIPMENT 23.20 KVA 100% 23.20 KVA NOTE: 1) NONCOINCIDENTAL LOAD NOT INCLUDED IN CALCULATIONS. TOTAL DEMAND LOAD: 23.20 KVA LOAD CARRIED OVER TO FIRST SECTION PANEL CH (SECTION #) LOCATION: CLUBHOUSE MECH CLOSET VOLTAGE: 20BY/120V 34 4W MIN. AEC 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: ❑ STUB -FEED FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION DESCRIPTION N c z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT o z CIRCUIT DESCRIPTION 6 NEUT GND COND $ NEU GND ICONDI 43 LIGHTING - CLUBROOM 12 12 12 1/2" 20/1 0.80 A 0.35 20/1 12 12 12 1/2- LIGHTING - LOBBY 44 45 LIGHTING - LEASING/MGR'S OFFICE 12 12 12 1/2' 20/1 0.64 B 0.68 20/1 12 12 12 1/2' LIGHTING - FITNESS 46 47 LIGHTING - CLASS/COMPUTER ROOMS 12 12 12 1/2' 20/1 0.38 C 0.38 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 SPARE - - - - 20/1 - C 0.30 20/1 10 10 10 /4" LIGHTING - SIGNAGE 54 55 LIGHTING - EXTERIOR 1 12 12 12 1/2" 20/1 0.15 A 0.30 20/1 10 10 10 /4' LIGHTING - SIG 56 57 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 58 59 SPARE - - - - 20/1 - C - 20/1 - - - - I SPARE 60 61 SPARE - - - - 20/1 - A - 20/1 - - - - ISPARE 62 63 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 64 65 SPARE - - - - 20/1 - C - - - - - - SPACE ONLY 66 67 SPACE ONLY - - - - - - A I - - - - - - 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 - - - - - - - 84 EQUIPMENT SERVED '; CONN. LOAD LF. D.F. DEMAND LOAD LIGHTING 4.63 KVA 125% 5.79 KVA EQUIPMENT I 14.94 KVA 100%1 14.94 KVA a NOTES: 1) CONNECT CIRCUIT VIA LIGHTING CONTACTOR 2) REFER TO RISER DIAGRAM FOR FEEDER INFORMATION I I TOTAL DEMAND LOAD: 20.73 KVA L LOAD CARRIED OVER TO FIRST SECTION I I HOUSE PANEL H2 (SECTION #1) LOCA11ON: 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 0 MLO [IMCB MOUNTING. SURFACE FED FRoM: METER CENTER #1 LUGS: ❑ SUB -FEED 0 FEED-THRU ENCLOSURE: NEMA 3R CIRCUIT DESCRIPTION N o z BRANCH CIRCUIT BKR , LOAD KVA PHASE 4 LOAD KVA BKR BRANCH CIRCUITa® z CIRCUIT DESCRIPTION 0 INEUT1 GND COND 0 NEUA GND ICOND 1 UGHI1NG - 1ST FLOOR CORRIDOR 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 12 12 12 1/2" 20/1 0.77 B 4.80 - 4 - - - - 4 5 LIGHTING - 3RD FLOOR CORRIDOR 12 12 12 1/2' 20/1 1 0.77 C 4.80 - 4 - - - - 6 7 LIGHTING - 4TH FLOOR CORRIDOR 12 12 12 1/2' 20/1 0.77 A 1.00 30/1 10 10 10 /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 11/2-1 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 - - - - 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 1 10 1/2" 20/1 0.70 C 0.36 20/1 10 10 10 /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" 1 LIGHTING - EXTERIOR WALL PACKS 22 23 TRASH ROOM - 4TH FLOOR 10 10 10 1 /2" 20/1 0.70 1 C 1 0.20 20/1 12 12 12 1/2' 1 LIGHTING - EXTERIOR SIGN LIGHTS 24 25 RECEPPACLES - CORRIDOR 12 12 12 1/2' 20/1 ; 0.72 A 0.51 20/1 12 12 12 1/2*1 LIGHTING - STAIR 3 26 27 RECEPTACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 B 0.51 20/1 12 12 12 1/2-1 LIGHTING - STAIR 4 28 29 RECEPTACLES - CORRIDOR 12 12 12 1/2' 20/1 0.72 C 0.20 20/1 12 1 12 12 1/2" EF-G5/DAMPERS 30 31 RECEPPACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 A - 20/1 - I - - - SPARE 32 33 SPARE - - - - 20/1 - B - - - - - - SPACE ONLY 34 35 SPARE - - - - 20/1 - C - - - - - - SPACE ONLY 36 37 SPARE - - - - 20/1 - A - - - - - - SPACE ONLY 38 41 SPARE - - - - 20/1 - C - - - - - - SPACE ONLY 42 EQUIPMENT SERVED CONN. LOAD LF. D.F. DEMAND LOAD s LIGHTING 3.05 KVA 1125% 3.81 KVA RECEPTACLES - GENERAL I 5.50 KVA 100% 5.50 KVA EQUIPMENT 17.40 KVA 100% 17.40 KVA SECTION 12 31.04 KVA 100% 31.04 KVA NOTES: 1) CONNECT CIRCUIT VIA LIGHTING CONTACTOR. TOTAL DEMAND LOAD: 57.57 KVA TOTAL DEMAND AMPS: 160.42 AMPS HOUSE PANEL H2 (SECTION' #2) LOCATION: EXTERIOR VOLTAGE: 208Y/ 120V 30 4W MIN, AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND do NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NQ MAINS: 225A ® MLO [IMCB MOUNTING: SURFACE FED FROM: METER CENTER #1 LUGS. ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 3R CIRCUIT DESCRIPTION (0 o z BRANCH CIRCUIT BKR LOAD KVA PHASE ¢ LOAD KVA BKR BRANCH CIRCUIT Enr c z CIRCUIT DESCRIPTION 0 NEU GND COND 0 NEU GND COND 43 AHU-1.2 10 - 10 /4" 25/2 1.94 A 1.18 25/2 10 - 10 /4" CU-1.2 44 45.- 10 - - - - 1.94 B 1.18 - 10 - - - - 46 47 MU-1.3 10 - 10 /4" 25/2 1.94 C 1.18 25/2 10 - 10 /4' CU-1.3 48 49 - 10 - - - - 1.94 A 1.18 - 10 - - - - 50 51 AHU-2.2 10 - 10 /4" 25/2 1.94 B 1.18 25/2 10 - 10 /4" CU-2.2 52 53 - 10 - - - - 1.94 C 1.18 - 10 - - - - 54 55 MU-2.3 10 - 1 10 /4' 25/2 1.94 A 1.18 25/2 10 - 10 3/4' CU-2.3 56 57 - 10 - - - - 1.94 B 1.18 - 10 - - - - 58 59 AHU-3.2 10 - 10 /4" 25/2 1.94 C 1.1'8 25/2 10 1 - 10 /4' CU-3.2 60 61 - 10 - - - - 1.94 A 1.f8 - 10 - - I - - 62 63 AHU-3.3 10 - 10 /4' 25/2 1.94 B 1.18 25/2 10 - 10 /4" CU-3.3 64 65 - 10 - - t - - 1.94 C 1.18 - 10 - - - 66 67 MU-4.2 10 - 10 z/4" 25/2 1.94 A 1.18 25/2 10 - 10 3/4' CU-4.2 68 69 - 10 - - - - 1.94 B 1.18 - 10 - - - 70 71 MU-4.3 10 - 1 10 /4' 25/2 1.94 C 1.18 25/2 10 - 10 /4" CU-4.3 72 73 - 10 - - - - 1.94 A 1.18 - 10 - - - 74 75 FIRE/SMOKE DAMPER 12 12 12 1/2" 20/1 0.20 B - - - - - - SPACE ONLY 76 77 SPARE - - - - 20/1 - C _ - _ _ _ _ SPACE ONLY 78 79 SPARE - - - - 20/1 - A - - - - - - SPACE ONLY 80 81 SPARE -- - - I - 20/1 - B _ _ _ - _ _ SPACE ONLY 82 83 SPARE - ; - - - 20/1 I - C - - - , - - - SPACE ONLY 84 EQUIPMENT SERVED I CONN. LOAD LF. D.F. DEMAND LOAD EQUIPMENT 31.04 KVA 100% 31.04 KVA NOTE: 1) NONCOINCIDENTAL LOAD NOT INCLUDED IN CALCULATIONS. TOTAL DEMAND LOAD: 31.04 KVA LOAD CARRIED OVER TO FIRST SECTION NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CAHNGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS r Joseph, Lawrence & Co Consulfinq Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLOAIDA 32714 T EL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax. 407.830.4143 AA0002731 www.forumarchitecture.com 011 ": Ono o O D BET'N'rEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 I* "Iffla Ku SHEET REVISIONS: EDITED BY: MJR/BLS m PROJECT NO. 14-2984 .0 z z c� w a It 0 z Schedules z W W Electrical U w U Q 2E 1 77 7 (C 0 U. (9) ARCHITECTURE & LIGHTING FIXTURE SCHEDULE - TYPICAL UNIT MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP FIXTURE WATTS 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 PR06RESS 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 PROGRESS P2708-09EBWB 120 3 60 INC 180 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 CEILING MOUNTED EXTERIOR PORCH FIXTURE. UL DAMP INCON 111-1-1 120 1 26 CFL 26 LABEL RATED LIGHTING FIXTURESCHEDULE BUILDINGS MARK DESCRIPTION MANUFACTURER MODEL , VOLTS LAMP FIXTURE I WATTS ' QTY WATTS MODEL BA CEILING MOUNTED COMPACT FLUORESCENT FIXTURE INCON 114-1-1-218GU 1 120 2 18 CFL 36 LOCATED IN CORRIDORS 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 HUBBEH VP-151 120 1 150 INC 150 ALUMINUM HOUSING AND WIRE GUARD BF 1'x4' FLUORESCENT FIXTURE LOCATED AT TOP OF COLUMBIA AWN4-232-EU 120 2 32 T8 64 ELEVATOR SHAFT BG 1'x4' FLUORESCENT WRAPAROUND FIXTURE WITH PRISMATIC COLUMBIA 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 BJ WALL MOUNTED COMPACT FLUORESCENT FIXTURE WITH SPAULDING RDIC-42F8-BZ 120 1 42 CFL 42 ALUMINUM HOUSING. UL WET LABEL BS STAIRWELL FLUORESCENT FIXTURE WITH BI-LEVEL CONTROL COLUMBIA BIL4-232-EPU-EL I 1 20 2 32 T8 64 AND EMERGENCY BATTERY PACK EM WALL MOUNTED COMPACT EMERGENCY LIGHT WITH DUAL LITE EV2D ; 120 2 1.1 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 MANUFACTURER MODEL VOLTS LAP 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 Vx4' CEILING MOUNTED FLUORESCENT FIXTURE WITH PROGRESS P7263-30EB 120 2 32 T8 64 ACRYLIC DIFFUSER CD DECORATIVE CEILING MOUNTED FIXTURE LOCATED AT TBD TBD 120 1 32 CFL 32 LEASING OFFICE CIF CEILING FAN WITHOUT LIGHT KIT LOCATED IN FITNESS ROOM TBD TBD 120 - - - 150 CG DECORATIVE BATHROOM VANITY FIXTURE TBD TBD 120 3 32 CFL 96 CI DECORATIVE WALL LANTERN WITH BLACK FINISH. WET LABEL PROGRESS P5780-31 120 1 32 CFL 32 RATED. CK DECORATIVE MINI -PENDANTS LOCATED AT KITCHEN BAR TBD TBD 120 1 32 CFL 32 CL PENDANT FIXTURE LOCATED AT LOBBY TBD TBD 120 3 32 CFL 96 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 EV2D 120 2 1.1 LED 2.2 THERMOPLASTIC HOUSING. UL DAMP LABEL RATED X1 SINGLE FACE EXIT SIGN WITH WHITE THERMOPLASTIC DUAL LXURWE 120 - - LED - HOUSING, RED LETTERS AND BATTERY BACKUP X2 DOUBLE FACE EXIT SIGN WITH WHITE THERMOPLASTIC DUAL LITE LXURWE 120 - - LED j a HOUSING, RED LETTERS AND BATTERY BACKUP i NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph, Lowpence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 U Z Z 0) W 0 _0 W I- Z 06 W U W U Ir a !Y 0 L. INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I 745 orienta avenue, suite 1121 aitamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ®on 000 000 00 O 0 ,e BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL J LC 15.0038.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJRIBLS PROJECT NO. 14-2984 Schedules Electrical - b6� FORUM■ t d STRIP IN TIETEX #272 CAULK PERIMETER W/ FLEX STITCHBOND POLYESTER SEAL SEBS (WHITE) (FABRIC WT. = 3 OZ.) SEE NOTES BELOW. 24 GA. GALV. STEEL FLASHING CEILING MOUNTED 3' MINIMUM N.F.P.A. 72 4" � ILIL SMOKE DETECTOR 12" MIN. PHOTOCELL,.��.���������� �>''�,%��'�����>����.�_ , L 8 MIN. H-O-A SELECTOR SWITCH CEILINGMOUNT IN NEMA 1 ENCLOSURE m A/C SUPPLY z � DIFFUSER ACCEPTABLE HERE 120V CONTROL TWO WIRE 2P CONTROL RELAY co J � CIRCUIT L r----� z o NOT ACCEPTABLE HERE--N N - - I------------ -, o MECHANICALLY HELD LIGHTING CONTACTOR, AUDIOVISUAL I I H I i �_� CR i� MOUNT IN NEMA 1 ENCLOSURE a m AND VISUAL I I 1 1 1 CR I I 1 (SQ. D CLASS $903/LXG SERIES WITH ONLY DEVICES l e i i O I C 1 TWO WIRE FORM R6 CONTROL RELAY) AUDIO ONLY 1 1 1 1 I DEVICE FINISHED ' 1 I 1 A l 1 CR 1 1 LATCH I (G.E. #CR160MB SERIES WITH TWO I I ------ I I 1 I WALL M 1 1 1 C WIRE CONTROL RELAY) M • -� 1 I (ALLEN BRADLEY #702LP-BA SERIES L-_-__-j i WITH TWO WIRE CONTROL RELAY) SYNCHRONIZE MORE COIL CLEARING CONTACTS 1 I THAN TWO APPLIANCES I TIME CLOCK 1 I IN ANY FIELD OF VIEW I L 1 �� uj N.F.P.A. 72 ROOF N I a 1 j � ; LUJI 1 z I I I 1/2" CLEAR LIGHTING N 1 ��® TO LIGHTS 0 n -�' I SIDE WALL I SET IRON JACK IN CIRCUITS N o o a BED OF FLEX SEAL I o Z o o CONDUIT L 1 ~" m ~ a MANUAL NOTES: l N L--------------J z PULL ,. i STATION I 1. ALL SURFACES TO BE CLEAN (FREE OF DIRT, GREASE, SCALE, PAINT, ETC.) 2. WIRE BRUSH ALL LOOSE MATERIAL AS REQUIRED. io ¢ 3. PRIME EXISTING ROOF AND FLASHING W/ SB ELASTOMERIC PRIMMER. NOTE: G rn ® i INSTALL & CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE NOT TO 4. 5 COURSE: 2 PLYS TIETEX W/ SB ELASTOMERiC GEL (FEATHER SECOND PLY) PROVIDE, / � � � AT MIN. 40 MIL UNCURED PER. COURSE. WITH ENCLOSURES AS REQUIRED PER APPLICATION, SEE ELECTRICAL DRAWINGS TO g EXCEED 5'-0" € ; DETERMINE EXACT NUMBER OF POLES. SEE ELECTRICAL DRAWINGS FOR ACTUAL A 5. TOP COAT W/ K-2 EXTREME DUTY ELASTOMER (MATCh ROOF COLOR) 00 CIRCUIT NUMBERS. PROVIDE MINIMUM OF (2) ADDITIONAL/SPARE CONTACTS. 6. DETAIL SHOW FOR WEATHERPROOFING PENETRATION ONLY. CONTRACTOR SHALL I FINISHED FLOOR PROVIDE FIRESTOPPING AS REQUIRED TO MAINTAIN FIRE RATING OF ROOF. I C ONTAC T010% 10' SCHEMATE o ROOF PENETRATDN MHOTOCELL &0 TMECLOCK Cu""NTROLLD FORE ALARM MIC)"UNTHIG HEIGHT DETAU THERPROOFDET�AI�L (4 SCALE: NTS 5 SCALE: NTS SCALE: NTS .)duct Informatic Firestop Putty Pad (CP 617, CP 617L and CP 617XL) Examples 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) Dimensions (LxWxH) CP 617: 6"x 7' x 1/8" (15 x 18 x 0.3 cm) CP'617L7"x7"x1/8"(18x18x0.3cm) CP 617XL 9" x 9" x 118" (23 x 23 x 0.3cm) Consistency Moldable putty Color Red Application temperature 40°F (5°C) to 95'F (35°C) Storage temperature 40°F (YC) to 104°F (40,q Curing time Non -curing Density 1.48 g/cros Intumescent activation Approx. 2205E to 250°F (104°C to 121 `G) Volatile solvents' None Asbestos fibers None Surface burning characteristics I Flame Spread: 15 (ASTM E 8K-96) { Smoke development: 10 Sound transmission classification 59 (Relates to specific construction) (ASTM E 90-97) Tested in accordance with • UL 263 - ASTM E 84 • ASTM G21 "At 73°F (231C)and. 50% relative humidity 'Swio,,, WALL OPENING PROTECTIVE F�, jt _ ❑�'� o-0 MATERIAL 1 FIRE RESISTANCE CLASSIFICATION ICAT P SEE PRODUCT CAT E'OF"'IN APPIROVED UL FIRE RESISTANCE 'OF"' - 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 the original packaging in a location at refer to the applicable listing (CLIV) in the UL Fire 5. Remove other side of label. temperatures 40°F (51C) to 104"F:(40'C) Resistance Directory or Hilt! Firestop Systems Guide for complete installation information Application of firestop putty 1.. After ensuring box is cleaned of loose debris,. dirt, oil, moisture, frost and wax; remove label from one t-�• Side of pad. For 1 to 2 hour fire rating, one CP 617 pad is required. Exposed side of pad is { placed against box. 2. CP 617 Firestop Putty Pads are to be installed to a completely cover the exterior surfaces of the outlet , Removal lain I-o one 1 Adhere CP 617 m 3. RA ham CP 617 to fit a. Press CP 617 mate 5. Ram- ._tber _sid. box (except for the side of the outlet box against the side of CP 617 outlet hox aru❑nd box vdos of outlet hox of iahei HIItl Firestop Saving lives through innovation L and education Hilt!. Outperform. Outlast. Hilti, Inc. (U.S.) 1-€00-879-8000 • www.us.hilti.coni • en esparoi 1-800-879 5000 HAi Firestop Systems Guide SCALE: NTS ULIcUL SYSTEM NO. W-J-1020 METAL PIPE THROUGH CONCRETE WALL OR BLOCK WALL F-RATING = 2-HR. T-RATING = 0-HR. OR 114-HR. L-RATING AT AMBIENT = LESS THAN 1 CFMISQ. FT. L-RATING AT 400°F = 4 CFM/SQ. FT. FRONT VIEW SECTION A -A A 1. CONCRETE WALL ASSEMBLY (2-HR. FIRE -RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN. 5" THICK). B. ANY UL/ULC 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 CIF 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". 2. ANNULAR SPACE = MINIMUM 314", MAXIMUM 3-1I2". 3. FOR HOLLOW BLOCK WALLS, USE NO.8 STEEL WIRE MESH TO AID IN THE INSTALLATION. 0 Co 0 3 QD 1 of 1 Drawing No E:::0011=H_j=0 HILTI, Inc, scale fig" =1" ■rJ FIRESTOP SYSTEMS Tulsa; Oklahoma USA (918) 252-6000 Date SEPT. 1g, 1999 1 Q2o€ Saving Lives through Innovation and Education UL 1 111_ RATED DETAL (W-J-1020) SCALE: NTS UIJcUL SYSTEM NO. W-L-1175 METAL PIPE THROUGH GYPSUM WALL ASSEMBLY F-RATING =1-Hk OR 2-HR. T-RATING = 0-HR. L-RATING AT AMBIENT =1 CFM/SQ. FT. L-RATING AT 400°F =1 CFMISQ. FT. FRONT VIEW SECTION A -A A IN 0 A 1. GYPSUM WALL ASSEMBLY (ULICUL 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 5/8" DEPTH HILTI CP 618 FIRESTOP PUTTY STICK. 5. MINIMUM 114" CROWN HILTI CP 618 FIRESTOP PUTTY STICK AT POINT OF CONTACT. NOTES :1. MAXIMUM DIIAMETER OF OPENING = 5.112". 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1". Sheet 1 of 1 Drawing No. HILTI, Inc. Scale 311g" =1" WL Tulsa, Oklahoma USA (918) 252-6000 H i Iti Firestop Systems Date Mar. 22, 2=6 11,75 Saving Lives through Innovation and Education UL RRE.--JURATED DETAL (W-L-1175) W C 0 .N N C 0 U D v 0 a m C a' ARCHITECTURE ,. INTERIOR DESIGN, INC. « _+ WTI3aMDBM 745 oriental avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 11 1 11 1 1� BEN COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Zephyrhills, FL JLC15.0038.00 �r,lliilltftp/�. . . . a f e qm O- FAL O Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: 3 EDITED BY: MJRIBLS 3 PROJECT NO. 14-2984 Electrical Details osepk Luwpence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 co v ui U in CD T 1 r C N _ 0 0 a O Hinge Detail Elevation Hinge Detail Plan Section at Side Wall -.-,SLOPE 1 1 /2" S— — LOPE m Side Elevation 1 /411 = 1'-011 6-8-- Rear Elevation 31e = 1 1-011 Front Elevation 311 = 11-011 En C? M 0 27'-4" 3'-8" 64" 7'-4" 1, 64" 1, 3'-811 NJIN 6 0$ w a co CIO I 5 A19.31 01 01 s A19.31 08 08 -0'-31 /2" M Floor Plan 3/411 a 11-011 13'-0" V-4" 1 /4" = 1'-011 1 /411 = 11-011 1 /41' v 1 i-011 SHEET NOTES 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 ALL DIMENSIONS TO BE VERIFIED W/ TRASH DUMPSTER VENDOR PRIOR TO CONSTRUCTION D REFER TO SHEET S19.33 FOR STRUCTURAL PLANS & DETAILS E ALL COLORS TO BE SELECTED BY OWNER KEY NOTES 01 TRASH DUMPSTER TO BE INSTALLED BY OTHERS, VERIFY DUMPSTER SIZE WITH MFR PRIOR TO COMMENCEMENT OF CONSTRUCTION 02 CEMENT PLASTER FINISH PER ASSEMBLY 03 CEMENT PLASTER ACCENT BAND WITH SAND TEXTURE. SLOPE TOP TOWARDS OUTSIDE 04 PAINTED CMU ON INSIDE 05 CONCRETE FOUNDATION AND SLAB PER STRUCTURAL 06 PAINT EXPOSED FOUNDATION TO MATCH ADJACENT WALL COLOR 07 NOT USED 08 TO CONCRETE FILLED 42" BOLLARD, PAINTED 09 PT 24. PAINTED 10 PT 1x6, PAINTED 11 3/4"0 ANCHOR BOLT, 5" MIN EMBED INTO FILLED CELL 12 1/4"xl"x411 STEEL ANGLE GATE FRAME 13 3/8" STEEL PLATE 14 1" OD PIPE SLEEVE 15 3/4" OD PIN 16 1/2" THREADED ROD WITH TURNBUCKLE 17 CANE BOLT, PROVIDE SLOTS IN SLAB @ OPEN & CLOSED POSITIONS 18 INDUSTRIAL GRADE STEEL WHEELS 19 LOCKABLE STAINLESS STEEL LATCH ® CEMENT PLASTER THICKNESS LEGEND 0 5/8" CEMENT PLASTER 1 1 1/2" CEMENT PLASTER SHEET REVISED TO REPLACE TRASH COMPACTOR ENCLOSURE WITH DUMPSTER ENCLOSURE 3FORUMN ro ARCHITECTURE & Q 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. Tamiami Trail Suite 301 Sarasota, FL 34239 i f . 0 Zephyrhills, FL N 09/04/2015 C 0 Jame B. Plack 40011V4 T DISTRIBU IONS: 0 SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 Dumpster Enclosure j.1 i'MAL"'"' "111111id I 1 1, 11 1 — 1 —T I 1T—, -�f l i d—sd, TTA rT-1- IL 11 I 0 00 CV ;1 3 00 0 I PROVIDE CONCRETE CAP, SEE ARCHITECTURAL DRAWINGS ®1 (01 27'-4" 19. 0 1 0 DUMPSTER DETAIL 1 /4" = 1'-0" PROVIDE (4) 8" 0 BOLLARDS 3'-6" HIGH ABOVE SLAB AT BACK OF ENCLOSURE (14" EMBEDMENT TO SLAB). FILL 8" 0 STD. PIPE SOLID WITH CONCRETE N FOUNDATION PLAN NOTES: 1. TOP OF SLAB ELEVATION = 0'-0". 2. SEE SECTIONS FOR FOUNDATION SIZE, WALL REINFORCEMENT AND ADDITIONAL INFORMATION. 3. PROVIDE A 6" CONCRETE SLAB ON GRADE REINFORCED WITH #3 AT 12" O.C. EACH WAY MID DEPTH OF SLAB ON COMPACTED SOIL. 4. C.J. INDICATES CONTROL JOINT. SEE TYPICAL CONTROL JOINT DETAIL. WIND LOAD SCHEDULE TRASH ENCLOSURE COMPONENTS CLADDING WALL WIND LOADS (SEE NOTE 1) WALL AREA 4 5 PRESSURE (PSF) +20.9 +20.9 SUCTION (PSF) —22.6 —27.9 1. CORNER DISTANCE, A = 3.0 FEET gk T.O. WALL EL.= 6 -8 8x8" MASONRY BOND BEAM WITH (1) #5 CONT. TOP TYP. LITHIC FOOTING W/ (4) #5 CONT. BOTTOM SECTION 1 3/4" = 1'-0" 19.3 06 T.O. SLAB VARIES EL. +6'-8" T.O. WALL PROVIDE (2) 8"0 BOLLARDS 3'-6" HIGH ABOVE SLAB. FILL 8" 0 STD. PIPE SOLID WITH CONCRETE. PROVIDE A 16" 0 x 2'-0" DEEP FOOTING. 0, WALL ELEVATION MASONRY COLUMN NOTES: 1. PROVIDE A 1'-4"xl'-4" MASONRY COLUMN WHERE SHOWN. 2. REINFORCE MASONRY COLUMN WITH A #5 VERTICAL IN EACH CELL - (4) TOTAL. PROVIDE 9 GAUGE GALVANIZED LATERAL REINFORCEMENT AT 8" O.C. 3. GROUT MASONRY COLUMN SOLID WITH 3000 PSI GROUT. DETAIL 2 3/4" = 1'-0" 19.3 GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P: 407.701.o875 LIC. #28863 ■ u erman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 3FORUME a U @ o ARCHITECTURE & a INTERIOR DESIGN, INC. C c PLANNING I ARCHITECTURE I I MFdOR DESIGN rn .N m 745 orienta avenue, suite 1121 altamonte springs, fl 32701 Y phone: 407.830.1400 fax: 407.830.4143 AA0002731 y www.forumarchitecture.com nno non Boo ono ° o ao BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL 09/09/2015 1,01 ENy' lop Ili William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG r PROJECT NO. 14-2984 U Z DUMPSTER z co ENCLOSURE FOUNDATION PLAN, SECTION, DETAIL AND SCHEDULE Ln Q 00 CD S19.33 I.—..__ __ ._ L_ Lam. 4 f 9 3/" 4 0 SHUT—OFF VALVE IN ACCESS BOX FLUSH WITH PAVEMENT/GRADE. 13/" l4 1 3/4" POTABLE CW SUPPLY BELOW GRADE, FOR CONTINUATION SEE CIVIL DRAWINGS. 1 /4" = 1'-O" PLUMBING FIXTURE SCHEDULE s 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 #665 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. NOTE: SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS Joseph, Lowpence & Co Consulting Engineerps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. IMMNING I ARCHITECIURE I MEERIORMIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com RENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 Summerset Apartments Zephyrhills, FL J LC 15.0038.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: V EDITED BY: KCM/AJB m PROJECT NO. 14-2984 U Z. Dumpster Enclosure z w 0 0 z Z Plumbing w w Plan a U w r U 19.35 0 LL i