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HomeMy WebLinkAboutVista Lago Lp - Fort King Colony ApartmentsDRAWING INDEX Fort King Colony Apartments Apartments City of Zephyrhills, FL Y z •{'Yi .� t.'Y'Zi f ]...T Tl] T(. :"1 TTT"� _...f�l' .T { f I' IL. T•T'T.�_„_�.0 I.FITT' A l] 4! 1 3 T 13 Y - t t 3 , Y ' t' :-z^t c ,.- .`. 7 3 - t... Y.4 � t✓ T r � {. .i..1 � {l l T Y l :.t s r c rL'z 'i c r r 1 ,. Y''.C`I'TCY C.T .t .0 A Y C Y l i� S lA,. \ t ! .: f,.,. . ,..• A �: . Y ,, • t C' L.. 1 'Sri l.� 1. S Y C i i S; ;.5 i .. ,. T..: x. r. .r� ,. .... Y.A. �. �. .., s•. i:. .c ii_...i ,. ,.. ..�.!'�,����. r � T 3 �. • ,^, ..-. r4^1T5 x . r _...,. _- �� i::, , � : Y.....A...: . �... ,.. A _,. x�S��i� Owner. FORT KING COLONY, LTD. The Brandywine Center I. 580 Village Boulevard, Suite 360 1 West Palm Beach. Florida. 33409 N P: 561.242.4814 1 F: 561.242.5304 a o Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 0 � 745 Orients Avenue .Suite 11211 Altamonte Springs .Florida . 32701 P: 407.830.1400 ( F: 407.830.4143 1 E: jchue@forumarchitecture.com 0 m "o a ,. Structural Engineer. MCLAREN ENGINEERING GROUP 0 5728 Major Boulevard, Suite 603 1 Orlando . Florida . 32819 b P: 407.354.54111 F: 407.354.54111 E: roleck@mgmclaren.com L 0 P.M.E. Engineer. SGM ENGINEERING, INC. g 935 Lake Baldwin Lane I Orlando . Florida. 32814 P: 407.767.5188 1 F: 407.767.5772 1 E: victor@sgmengineedng.com ARCHITECTURAL DRAWINGS PLUMBING DRAWINGS A1.01 Title Sheet, Drawing Index & Issue History P14.00 Schedules, Details & Notes A1.02 Code Compliance, Matrices, Abbreviations & Symbols P14.11 Building Type III - First & Second Floors Plumbing Plan - p Y L __ .__._ _ .. 9_ -- A1.03 General Notes P14.12 Building Type III - Third Floor Plumbing Plan A1.04 Construction Assemblies P14.13 Building Type III -A First & Second Floors Plumbing Plan Al .05 Referenced Assemblies P14.14 Building Type III -A - Third Floor Plumbing Plan A1.06 Referenced Assemblies P14.21 Building Type XVIII - First & Second Floors Plumbing Plan P14.22 Building Type XVIII - Third Floor Plumbing Plan A2.01 Architectural Site Plan _ ..Typical Units Plumbing Plans STRUCTURAL DRAWINGS 1 P14.71 Typical Units Plumbing Plans P14.72 Typical Units Plumbing Plans S3.00 General Notes -Structural ! P14.80 Water Riser Diagrams S3.01 Foundation Details & Schedules P14.81 Sanitary Riser Diagrams S3.11 Building Type III Foundation Plan 1111111 MECHANICAL DRAWINGS S3.12 Building Type III -A Foundation Plan S3.21 Building Type XVIII Foundation Plan M15 00 Mechanical General Notes M15.11 Building Type III - First & Second Floors Mechanical Plan S4.00 General Notes - Framing M15.12 Building Type III - Third Floor Mechanical Plan S4.01 Shear Wall Schedule & Details M15.13 Building Type III -A - First & Second Floors Mechanical Plan S4.02 Framing Sections, Anchorage Schedule &Details M15.14 Building Type III -A Third Floor Mechanical Plan S4.03 Framing Details & Roof Nailing M15.21 Building Type XVIII - First & Second Floors Mechanical Plan S4.11 Building Type III & III -A Second Floor Framing Plans M15.22 Building Type XVIII - Third Floor Mechanical Plan S4.12 Building Type III & III -A Third Floor Framing Plans S4.13 Building Type III & III -A Roof Framing Plans & Vent Calculations M15.70 Typical Units Mechanical Plans S4.21 Building Type XVIII Second & Third Floor Framing Plans M15.71 Typical Units Mechanical Plans S4.22 Building Type XVIII Roof Framing Plans & Vent Calculations ! M15.72 Typical Units Mechanical Plans M15.90 Mechanical Schedules & Details ARCHITECTURAL DRAWINGS ELECTRICAL DRAWINGS A5.11 Building Type III & III -A First Floor Plans A5.12 Building Type III &III -A Second &Third Floor Plans E16.00 Electrical Site Plan A5.21 Building Type XVIII First Floor Plan E16.01 Photometric Site Plan A5.22 Building Type XVIII Second & Third Floor Plans E16.02 Luminaire Cut Sheet A5.61 Unit Al Plans & Interior Elevations E16.11 Building Type III - First & Second Floors Electrical Plan A5.62 Unit A2 Plans & Interior Elevations E16.12 Building Type III - Third Floor Electrical Plan A5.63 Unit 131 Plans& Interior Elevations _.�E1613Building -TYpeIII_-A_ - First & Second Floors Electrical Plan n A5.64 Unit B2 Plans & Interior Elevations E16.14 Building Type III -A - Third Floor Electrical Plan A5.65 Unit B3 Plans & Interior Elevations E16.21 Building Type XVIII - First & Second Floors Electrical Plan A5.66 Unit B4 Plans & Interior Elevations El6.22 Building Type XVIII - Third Floor Electrical Plan A5.67 Unit C1 Plans & Interior Elevations A5.68 Unit C2 Plans & Interior Elevations El6.70 Typical Units Electncal Plans A5.69 Unit C3 Plans & Interior Elevations E16.71 Typical Units Electrical Plans E16.72 Typical Units Electrical Plans " A5.81 Unit Details, Finish Schedule & Accessibility Diagrams E16.73 Typical Units Visual -Hearing Impaired Electrical Plans A5.82 UFAS Unit Details & Accessibility Diagrams i E16.90 Electrical Schedules, Details & Notes A5.91 FHA Clear Floor Space Diagrams E16.91 Electrical Details 1U3Mi•1TTED PLANtS) N VE EN i!t6VMW A5.92 FHA & UFAS Clear Floor Space Diagrams BY zEPHYRHILLS Ft s L!S E Date: - BtNiaweri A6.11 Building Type III & III -A Elevations A6.21 Building Type XVIII Elevations A6.61 Elevation Details �l,v tot A7.01 Exterior Building &Wall Sections % � v_ �J � j�l S _ _ _ _ A7.02 Balcony & Solarium Building Sections A7.11 Breezeway &Tenant Wall Separation Sections (9 9 5 O ✓ l i r S`�ey a h� 2� j . JC f - _ _ A7.21 Section Details _ _ _ _ A7.22 Section Details , A7.71 Breezeway & Balcony End Flashing Details (�p Ut<5, d 2 2 3q Oct A7.72 Flashing Details 8 S. l�l.4� VG,S 2 , f73 ice+ Please be advised this review of plan aubrr�itled be A7.73 Penetration & Window Installation Details �- c� _ q�o�y review► b asai� ih� oonUacfor in oonlPfianoe wiw Ohio: fim CadeS reVl@w is TIOt mkrllded (� _1 b be 8tinal.approval of;d18 SUbmiged plans. K is , A8.01 Stair Plans PCl/V C T"� V�' i Yl V /i�i9 .�- `, 5rpw VM I � � i� oontrar s sole b enema first the plans are in A8.02 Stair Sections & Details =npkft eanp we with all applicable N _ FPA codes and - . local ordinances. to the eYent that furiherexailminatfon or site inspectiion reveals are>�s of , it shall be A9.11 Door Schedule & Details _ _ .-_ . _ _ _ . _._._.._ the =trecbrs sole i'asp-Ality,8t-their sgle exQeRse to A9.21 Window Schedule & Details bring those areas in compliance. The City assumes no r f msponslibiGty for the contra�for's failure b aa be in npNem _ _DATE % REVIEW with all applible NFPA Codes and local ordinances. CITY OF ZEPHYR1-iiLL. PLANS EXAMINED S ISSUE HISTORY • 1 FORUM ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 3 aitamonte springs, fl 32701 phone: 407.830.1400 s fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Q SHEET REVISIONS: m m _ a _ E a 0 a a s° m m C - s C c _ m _ E 18 EDITED BY: m JT PROJECT NO. 10-2651 _ Title Sheet, Drawing Index & Issue History A1,01 2 a Go of N 0 0 N co 0 :d FA 0 0 0 r ABBREVIATIONS LEGEND AC Air Conditioned(er) KDAT Kiln Dried After Treatment AFF Above Finish Floor KIT Kitchen AHJ Authority Having Jurisdiction LAM Laminate AHU Air Handler Unit LAV Lavatory ALT Alternate LF Linear Feet ALUM Aluminum LIN Linen APT Apartment LR Living Room BALC Balcony LT Light BFF Below Finish Floor MAX Maximum BLDG Building MECH Mechanical BLKG Blocking MEM Membrane BM Beam MEP Mechanical, Electrical, Plumbing BR Bedroom MFR Manufacturer (ed) BRG Bearing MIN Minimum BRZWY Breezeway MIR Mirror BTM Bottom MISC Miscellaneous CAB Cabinet MPH Miles Per Hour CALC Calculation MR Moisture Resistant CER Ceramic MTD Mounted CFM Cubic Feet Per Minute MTL Metal CFS Clear Floor Space NUM/# Number CIP Cast In Place NOM Nominal CJ Control Joint NRC Noise Reduction Class CL Center Line NTS Not To Scale CLG Ceiling OC On Center CLQS Closet OCC Occupancy / Occupant CLR Clear OFW Outside Face of Wall CMU Concrete Masonry Unit OSB Oriented Strand Board COL Column PAN Pantry CONC Concrete PKG Package COND Condenser / Condensate PLAM Plastic Laminate CONT Continuous PLB Plumb CORR Corridor PLMG Plumbing CID Cement Plaster PLF Pounds Per Linear Foot CPT Carpet PLYWD Plywood CT Ceramic Tile PRE -EN Pre-engineered CW Cold Water PSF Pounds Per Square Foot D Dryer PSI Pounds Per Square Inch DIA Diameter P-T Post Tension DIM Dimension PT Pressure Treated Wood DN Down PTAC Package Terminal AC DIN Dining PTD Painted DP Deep PVC Poly Vinyl Chloride DR Door QT Quarry Tile DS Down Spout RAD Radius DTL Detail RCP Reflected Ceiling Plan DW Dishwasher REF Reference DWG Drawing REFRIG Refrigerator EA Each REINF Reinforce(edrng) ELEC Electric (al) REQD Required ELEV Elevation RM Room ENG Engineer(ed) RO Rough Opening EOS Edge of Slab RS Rough Sawn EQ Equal RSC Rough Sawn Cedar EQUIV Equivalent SAN Sanitary EWC Electric Water Cooler SC Solid Core EXP Expansion SCH Schedule EXT Exterior SEP Separation EXTG Existing SF Square Feet FACP Fire Alarm Control Panel SGD Sliding Glass Door FB Fire Blocking SHT Sheet FBC Florida Building Code SHTG Sheathing FD Floor Drain SIM Similar FE Finish Elevation SOG Slab On Grade FF Finished Floor SP Spring Point FIN Finish(ed) SPEC Specifications FJS Finger Jointed Studs SPF Spruce -Pine -Fur FLR Floor SQ Square FM Field Measure SS Stainless Steel FOM Face of Masonry 1 Concrete STC Sound Transmission Class FP Fire Protection STD Standard FPM Feet Per Minute STL Steel FR Fire Rated STO Storage FRCP Fiber Reinforced Cement Plaster SW Shear Wall FRP Fiber Reinforced Panel SYM Symmetrical FT Foot / Feet SYP Southern Yellow Pine FTG Footing T&B Top & Bottom FND Foundation T&G Tongue & Groove FOB Face of Beam TB Towel Bar FOS Face of Stud TEMP Tempered GA Gauge THK Thick GALV Galvanized TPD Toilet Paper Dispenser GAR Garage TPH Toilet Paper Holder GC General Contractor T.O. Top of GLS Glass TOS Top of Slab GLZ Glazing TS Tube Steel GYPBD Gypsum Board TYP Typical HC Hollow Core UL Underwriters Laboratory HB Hose Bibb LINO Unless Noted Otherwise HDR Header VC Vinyl Covered HDW Hardware VCT Vinyl Composite Tile HORIZ Horizontal VER Verify HR Hour VERT Vertical HT Height VLT Vault HVAC Heating, Venting & AC VWC Vinyl Wall Covering IBC International Building Code W Washer ID Interior Design W/ With IN Inch 1 Inches W/D Washer/Dryer Combination INST Installation W/0 Without INSUL Insulation (ed) WC Water Closet INT Interior WD Wood JB Junction Box WDW Window JST Joist WIC Walk In Closet JT Joint WH Water Heater SYMBOLS q Centerline of Building / Object O101 Numbered Door Symbols Alk 0'-0" DESCRIPTION Elevation Target, Indicates HT AFF 01 Key Note With Leader Indicator 1Q Revision Delta TITLE X 114•='V-W Title Marker (D Lettered Window Symbol Complete Section: 1 Detail Number A5.01 Location and Direction of Cut Sheet on Which Detail Appears 1 Partial Section A5.01 A D Anterior Elevation: A5.u, Detail Division Assembly Tag: w-1 Designation UNIT TYPES UNIT Al 1 BED / 1 BATH BALCONY OCCUPANTS: 4 PERSONS TRAVEL DISTANCE: 44 LF UNIT 131 2 BED / 2 BATH BALCONY OCCUPANTS: 5 PERSONS TRAVEL DISTANCE: 44 LF UNIT B3 2 BED / 2 BATH SOLARIUM OCCUPANTS: 5 PERSONS TRAVEL DISTANCE: 47 LF UNIT C1 3 BED / 2 BATH BALCONY OCCUPANTS: 6 PERSONS TRAVEL DISTANCE: 58 LF UNIT C3 3BED /2BATH SOLARIUM OCCUPANTS: 6 PERSONS TRAVEL DISTANCE: 60 LF UNIT A2 1 BED / 1 BATH BALCONY OCCUPANTS: 4 PERSONS TRAVEL DISTANCE: 44 LF UNIT B2 2 BED / 2 BATH BALCONY OCCUPANTS: 5 PERSONS TRAVEL DISTANCE: 47 LF UNIT B4 2 BED / 2 BATH SOLARIUM OCCUPANTS: 5 PERSONS TRAVEL DISTANCE: 47 LF UNIT C2 3 BED / 2 BATH BALCONY OCCUPANTS: 6 PERSONS TRAVEL DISTANCE: 60 LF 0 AUTHORITY HAVING JURISDICTION GOVERNING BODIES: CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 (813) 780-0020 0 BUILDING CODES Codes: Florida Building Code - Building 2007 Florida Building Code - Mechanical 2007 Florida Building Code - Plumbing 2007 National Electric Code 2008 Edition Accessibility: Fair Housing Act Design Manual -All ground floor units shall be adaptable per the Fair Housing Act and as detailed herein FBC-B Chapter 11 Part "A" Where Applicable Life Safes Florida Fire Prevention Code 2007 Edition ALL AMENDMENTS AND SUPPLEMENTS AT TIME OF SUBMITTAL APPLY TO ALL CODES LISTED CODE COMPLIANCE FOR APARTMENTS Occupancy Type R-2 Residential Construction Type Type V-A, (Fire Sprinkler System NFPA 13R per Florida Building Code) AREA & HEIGHT LIMITATION (FBC-B TABLE Required/Allowed Proposed Building Type III Mean Height 50' 36'-115/8" Maximum Number of Floors 3 Stories 3 Stories Maximum Area 12,000 SF 10,426 SF Building Type III -A Mean Height 50, 36'-11 5/8" Maximum Number of Floors 3 Stories 3 Stories Maximum Area 12,000 SF 10,426 SF Building Type XVIII Mean Height 50' 36-115/8" Maximum Number of Floors 3 Stories 3 Stories Maximum Area 12,000 S.F. 7,795 SF FIRE PROTECTION (FBC-B Table 601 & 602): Interior bearing walls 1 HR 1 HR Interior non -bearing walls 0 HR 0 HR Columns 1 HR 1 HR Beams, Girders & Trusses 1 HR 1 HR Floor/Ceiling assembly 1 HR 1 HR Roof/Ceiling assembly 1 HR 1 HR Exterior Bearing Walls 1 HR 1 HR Exterior non -Bearing Walls 1 HR 1 HR (Fire Partitions & horiz. Assem.) Dwelling Unit Separation Walls (FBC-B 708) 1 HR 1 HR Floor/Ceiling assembly (FBC-B 711) 1 HR 1 HR M INTERIOR WALL & CEILING FINISHES Required by occupancy (table 803.5 FBC) -Vertical exit & exit passage way =C Min. -Exit access =C Min. -Room & enclosed spaces =C Min. = OCCUPANCY & MEANS OF EGRESS Chapter 10 FBC Required/Allowed Provided Exiting Requirement: 2 2 Travel Distance: 175 LF 90 LF Location: From Unit at 3rd Floor to Outside of Building See Sheets A8.01 - A8.02 For Stair Information & Dimensions. APARTMENT BUILDING TYPE CONFIGURATION DIAGRAMS BUILDING TYPE III B1 B1 B1 61 (24 UNIT) B3 B3 B3 B3 (7) B12 BED / 2 BATH (1) B2 2 BED / 2 BATH C1 B1 61 C1 (8) B3 2 BED / 2 BATH C3 B3 B344;�LC3 (3) C13 BED / 2 BATH (1) C2 3 BED 12 BATH (4) C3 3 BED 12 BATH C2 B2 131 C1 (2 on site) C3 B3 B3 C3 BUILDING TYPE III -A (24 UNIT) (8) B12 BED 12 BATH (7) B3 2 BED 12 BATH (1) B4 2 BED / 2 BATH (4) C1 3 BED / 2 BATH (4) C3 3 BED / 2 BATH (2 on site) BUILDING TYPE XVIII (24 UNIT) (23) Al 1 BED / 1 BATH (1) A21 BED / 1 BATH (1 on site) = UNIT MIX & AREA TABLE / Al Al / A2 Al UNIT DESC. UNIT TYPE I A/C AREA N-A/C AREA TOTAL UNIT TWA Al Al Al Al Al Al Al Al Al Al Al Al i/ Al Al j Al Al Al Al 1 PROJECT NOTES TOTAL I 1 BED 11 BATH Al 766 SF 60 SF 826 SF 29 2 BED / 2 BATH B1 969 SF 53 SF 1,022 SF 30 2 BED / 2 BATH B3 1,022 SF7 0 SF 1,022 SF 15 3 BED / 2 BATH C1 1,236 SF T 53 SF 1,289 SF 14 3 BED / 2 BATH C3 1,288 SF 0 SF 1,288 SF UFAS UNITS p 1 BED / 1 BATH A2 752 SF T 75 SF 827 SF 2� 2 BED / 2 BATH B2 954 SF 66 SF 1,020 SF 2 BED / 2 BATH B4 1,020 SF 0 SF 1,020 SF �� 3 BED / 2 BATH C2 1,221 SF 65 SF 1,286 SF VISUAL / HEARING IMPAIRED UNITS 1 BED / 1 BATH Al 766 SF 60 SF 826 SF 2 BED / 2 BATH B1 969 SF 53 SF 1,022 SF 3 BED 12 BATH C3 1,288 SF 0 SF 1,288 SF TOTAL 1 120 NOTE 1: THIS INFORMATION SHALL NOT BE USED FOR CONDOMINIUM DOCUMENTS. NOTE 2: UNIT AREAS LISTED ARE FROM O.S. TO O.S. WALLS. (AREAS ARE APPX.) NOTE 3: REFER TO ARCHITECTURAL SITE PLAN FOR LOCATIONS OF UFAS AND VISUAL / HEARING IMPAIRED UNITS APARTMENT BUILDING AREAS I BUILDING ID. TYPE III TYPE III -A TYPE XVIII I BUILDING #'S ON SITE PLAN # 2, 5 # 1, 3 # 4 AC NON AC TOTAL AC NON AC TO F AC NON AC TOTAL FIRST FLOOR AREA F 9,038 SF 1,388 SF 10,426 SF 9,065 SF 1,361 SF 10,426 SF 6,144 SF 1,651 SF 7,795 SF SECOND FLOOR AREA 9,068 SF 840 SF 9,908 SF 9,068 SF 840 SF 9,908 SF 6,159 SF 1,115 SF 7,274 SF THIRD FLOOR AREA 7,998 SF 841 SF 8,839 SF 7,998 SF 841 SF 8,839 SF 6,159 SF 1,115 SF 7,274 SF 18,462 SF 3,881 SF 22,343 SF F 26,131 SF 3,042 SF 29,173 SF 3,069 SF 29,173 SF I TOTAL PER BUILDING 26,104 SF # OF BUILDINGS I I21 2 1 TOTAL AREA OF BUILDINGS 1 58,346 SF i r 58,346 SF 22,343 SF FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 i altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 I AA0002731 i www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: As z PROJECT NO. 10-2651 z 0 Code Compliance, ° Matrices, Abbreviations w Z & Symbols w U �Q A1,02 0 LL 0 111111111 CABINETS & COUNTERTOPS GYPSUM BOARD GENERAL NOTES 01 BATHROOM VANITY CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS 02 KITCHEN CABINETS SHALL BE 24" DEEP WITH 25" TOPS, UNO. REFER TO INT. ELEVATIONS FOR HEIGHTS 03 G.C. TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS. 04 FINISH ALL EXPOSED CABINET ENDS. ALL EXPOSED FINISHED ENDS SHALL MATCH THE EXTERIOR COLOR OF THE ADJACENT CABINETS. 05 UNIT COUNTERTOPS: A. LAVATORIES: POST FORMED P.L. WITH INTEGRAL BACKSPLASH B. UNIT Al, B1, B3, C1, C3 KITCHEN: POST FORMED P.L. WITH INTEGRAL BACKSPLASH. RAISED P.L. BARTOP TO BE SQUARE EDGE C. UNIT A2, B2, B4, C2 KITCHEN: DUE TO STEPS IN THE COUNTERTOP, PROVIDE POST FORMED P.L. COUNTERTOP WITH SEPARATE APPLIED BACKSPLASH (ROUND FRONT EDGE ONLY). APPLIED P.L. BACKSPLASH 4"/6" PER INTERIOR ELEVATIONS. RAISED P.L. BARTOP TO BE SQUARE EDGE. D. CLUBHOUSE PER CLUBHOUSE DRAWINGS APPLIANCES 01 ENERGY STAR RATING REQUIRED FOR ALL REFRIGERATORS, DISHWASHERS AND WASHING MACHINES PROVIDED. n m 0 0 N co 0 m0 a I M 0 0 U) co 0 a N, 01 ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE MIN.1/2" REGULAR GYPSUM BOARD, UNO 02 ALL INTERIOR FRAMED FIRE -RATED WALL CONSTRUCTION TO HAVE 5/8" FIRE -RATED GYPSUM BOARD, UNO 03 GYPSUM BOARD INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATIONS RECOMMENDED PRACTICES FOR THICKNESS, ATTACHMENT, TAPING, FINISHING AND STUD SPACING. 04 GYPSUM BOARD USED IN A FIRE RATED ASSEMBLY SHALL CONFORM EXACTLY TO THE REQUIREMENTS OF THE ASSEMBLY LISTED. 05 PROVIDE WATER RESISTANT TILE BACKER BOARD BEHIND ALL CERAMIC TILE IN TUBS AND SHOWERS. SEE DETAILS. ■ WINDOWS & DOORS 01 ALL EXTERIOR WINDOWS AND DOORS SHALL BE SEALED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE STATE ENERGY CODE. 02 HINGES ON EXTERIOR OUT -SWINGING DOORS SHALL HAVE NON -REMOVABLE PINS AND NON -EXPOSED SCREWS. 03 GLASS AT EXTERIOR DOORS SHALL COMPLY WITH ANSI 297.1. 04 VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE ANSI 297.1. 05 FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS. UFAS UNIT ENTRY DOORS SHALL HAVE AN ADDITIONAL PEEPHOLE @ 4'-10" AFF. 06 INDIVIDUAL GLAZED AREAS, INCLUDING GLASS MIRRORS, IN HAZARDOUS LOCATIONS AS DEFINED BY THE BUILDING CODE SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH THE BUILDING CODE. 07 HARDWARE: ALL EQUIPMENT AND HARDWARE, WHERE APPLICABLE, SHALL MEET ALL FEDERAL, STATE, AND LOCAL GUIDELINES FOR HANDICAP ACCESSIBILITY. FORCE REQUIRED TO OPERATE ALL EQUIPMENT SHALL BE NO GREATER THAN 5 LBS. 08 EMERGENCY ESCAPE AND RESCUE OPENING: EACH SLEEPING ROOM SHALL CONTAIN AT LEAST ONE OPENING WINDOW OR DOOR THAT MUST BE OPERABLE FROM INSIDE WITHOUT THE USE OF TOOLS. THE OPENING MUST BE ACCESSIBLE TO FIRE DEPARTMENT RESCUE APPARATUS OR BE WITHIN 20 FT. OF GRADE. MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES AND MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. MINIMUM NET CLEAR OPENING AREA SHALL BE 5.7 SQ. FT. MINIMUM SILL HEIGHT SHALL BE AT LEAST 24" AND MAXIMUM SILL HEIGHT SHALL BE 44 INCHES ABOVE FINISHED FLOOR. 09 ALL WINDOWS SHALL BEAR THE APPROVED LABEL WITH CORRECT PRESSURES LISTED, AND BEAR A WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENT OF AAMA/WOMA 101/I.S.2/NAFS. 10 ENERGY STAR RATING IS REQUIRED FOR ALL WINDOWS AND GLASS DOORS IN EACH UNIT. 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 02 DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 03 ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 04 DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 05 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 06 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 07 ADDRESSES: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE NUMBERS OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE DETERMINED BY THE OWNER AND OTHER AUTHORITIES. 08 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR ROUGH OPENING AT STUD WALLS. 09 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. 10 ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING AN IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE AUTHORITY HAVING JURISDICTION. CONTRACTOR TO VERIFY FINAL LOCATION WITH I AHJ. 0 FIRE EXTINGUISHER SITE WORK 01 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN NFPA 10, CHAPTER 3. PORTABLE FIRE EXTINGUISHER SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER BREEZEWAY, CORRIDOR, OR OVERALL GENERAL BUILDING AREA. FIRE EXTINGUISHERS SHALL BE LOCATED (1) PER FLOOR, WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, LINO 02 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH INDIVIDUAL RESIDENTIAL DWELLING UNIT AS RECOMMENDED BY NFPA 10, ANNEX F AND INSTALLED AS INDICATED ON THE DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER FLOOR LEVEL OF A LIVING UNIT WITH A MAXIMUM TRAVEL DISTANCE OF 40 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO PAINT 01 SEE INTERIOR FINISH SCHEDULE FOR PAINTING. REFER TO INTERIOR DESIGN DRAWINGS FOR PAINT SPEC. AND COLORS. 02 ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A COLOR TO MATCH THE ADJACENT SURFACE, UNO 03 ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR ELEVATIONS. 04 CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING 05 PROVIDE LOW VOC PAINT IN ALL UNITS & INTERIOR COMMON AREAS 01 SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 02 THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 03 REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC. 04 REFER TO LANDSCAPE ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 05 CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, LINO TERMITE PROTECTION ■ FLOOR COVERING 01 ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION PROTECTION AGAINST SUBTERRANEAN TERMITES 01 SEE INTERIOR FINISH SCHEDULE FOR FLOOR FINISHES. APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE PRIMARY STRUCTURE SIDE WALLS AS REQUIRED BY THE APPLICABLE BUILDING CODE. 02 ALL INTERIOR FLOOR FINISHES SHALL NOT BE LESS THAN CLASS II PER NFPA 253. 03 PROVIDE CARPET & RUG INSTITUTE GREEN LABEL CERITIFIED CARPET & PAD FOR ALL CARPETING 04 STC AND IIC SOUND RATINGS SHALL BE MAINTAINED BETWEEN THE FLOOR / CEILING OF DIFFERENT TENANTS TO MEET THE CODE REQUIREMENTS IN FBC SECTION 1207. SOUND MAT SHALL BE PROVIDED UNDER FINISHED FLOORING AS NECESSARY TO MEET THESE REQUIREMENTS. SHELVING 01 ALL SHELVING TO BE VINYL COATED WIRE SHELVING, UNO 02 PROVIDE (1)12" DEEP SHELF W/ HANGING BAR AT BEDROOM CLOSETS, (5)16" DEEP SHELVES IN PANTRY AND LINEN, AND (1)12" DEEP SHELF OVER WASHER AND DRYER, UNO 02 THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL TERMITE PROTECTION AS REQUIRED BY ALL APPLICABLE CODES AND PER MANUFACTURER'S RECOMMENDATIONS. 03 A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 04 CONDENSATE DRAINS, WATER HEATER DRAINS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS. a FORUME Q ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, tl 32701 phone: 407.830.1400 fax: 407.830.4143 M0002731 www.forumarchitecture.com i 0 Fort King Colony Apartments City of Zephyrhills, FL T DISTRIBUTIONS: 08/18/10.. Bid 8 Permit Set EDITED BY: JT PROJECT NO. 10-2651 z General Notes I W z W w U W F I U 0 A1.03 a 0 E ASSEMBLIES - WALLS ASSEMBLIES - WALLS ASSEMBLIES - ROOF N V_ II _m Q M 0 N c0 0 V 0 a 3 0 U) 0 0 a_ co N 0 U a� 0 U. 6 H z w a 4 0 O a i U a W-11 FBC SECTION 721 1-HR TYP AT BALC. CLOSET TO PILASTER PILASTER 2x WOOD STUDS PER STRUCTURAL DRAWINGS SHEATHING PER STRUCTURAL DRAWINGS (1) LAYER 5/8" EXT GRADE FIRE -RATED GYP BD ALC. CLO. W-12 FBC SECTION 721 1-HR TYP AT UNIT TO ATTIC & UNIT TO PILASTER x- ::.. ATTIC OR __H PILASTER 7/16"EXT GRADE OSB SHEATHING (1) LAYER 5/8" FIRE -RATED GYP BD R-13 UNFACED BATT INSULATION WOOD STUDS PER STRUCTURAL DRAWINGS _ UNIT W-13 NON RATED TYP GABLE END EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE / SHAKER SIDING I (AS PER ELEVATIONS) OVER BLDG WRAP 7/16" EXT GRADE OSB SHEATHING WOOD TRUSS WI VERT MEMBERS AT 24" OC MAX ATTIC W-14 NON RATED TYP DRAFTSTOPPING AT ATTIC ATTIC (1) LAYER 7/16" OSB OR 112" GYPSUM BOARD, ONE SIDE WOOD TRUSS W/ VERT MEMBERS AT 24" OC MAX WHERE VERT MEMBERS ARE NOT IN LINE WITH TENANT I CORRIDOR WALL, GC TO INFILL AS RQD AT 24" OC MAX ATTIC W-15 U305 1 HR TYP AT UNIT CLOSET TO BALCONY CLOSET UFAS UNITS ONLY CLOSET (1) LAYER 5l8" FIRE RATED EXT GRADE GYP BD (1) LAYER 5/8" FIRE RATED GYP BD R-13 UNFACED BATT INSULATION WOOD STUDS PER STRUCTURAL DRAWINGS UNIT - W-16 UL U305 1-HR TYP AT FACP CLOSET TO UNIT CLOSET 1 HR�RATED - (1) LAYER 518" EXT GRADE FIRE -RATED GYP BD R-13 UNFACED BATT INSULATION 2X WOOD STUDS AT 16" OC (1) LAYER 5/8" FIRE -RATED GYP BD WOOD STUDS PER STRUCTURAL DRAWINGS (1) LAYER 1/2" GYP BD tA- UNIT _ W-17 UL U305 1-HR TYP AT FACP CLOSET TO UNIT CLOSET (1) LAYER 518" EXT GRADE FIRE -RATED GYP BD R-13 UNFACED BATT INSULATION HORIZONTAL RESILIENT CHANNELS SPACED 24" OC (1) LAYER 518" EXT GRADE FIRE -RATED GYP BD 2X WD STUDS AT 16" OC UNIT - - W-18 FBC SECTION 721 1-HR TYP TENANT SEPARATION AT BALCONY BALC FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE 1 CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP (1) LAYER 5/8" FIRE -RATED EXT GRADE GYP BD DOUBLE ROW WD STUDS AT 16- OC PER STRUCTURAL, STAGGERED 2-1/4" AIR SPACE (1) LAYER 5/8" FIRE -RATED EXT GRADE GYP BD FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE I CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP BALC =~' W-1 U356 1-HR TYP AT EXT WALL EXT ]VIINTT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE / SHAKER SIDING 1 CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP 7/16" EXT GRADE OSB SHEATHING (15/32" PT PLYWOOD FIRST 4') (1) LAYER 5/8" FIRE -RATED GYP BD R-13 UNFACED BATT INSULATION WOOD STUDS PER STRUCTURAL DRAWINGS i' W-2 FBC SECTION 721 1-HR TYP AT PILASTER I COLUMN EXT CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP 518" EXT GRADE FIRE RATED GYP BD WD STUDS PER STRUCTURAL DRAWINGS PILASTER OR COL. INT TYP BREEZEWAY WALL W-3 UL U305 1-HR EXT `-- FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE 1 CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP _-- (1) LAYER 5/8" FIRE -RATED GYP BD (1) LAYER 5l8" FIRE -RATED GYP BD __ ---- R-13 UNFACED BATT INSULATION HORIZONTAL RESILIENT CHANNELS SPACED 24" OC WOOD STUDS PER STRUCTURAL DRAWINGS INT _ W� UL U305 1-HR TYP AT BREEZEWAY & PLUMBING WALL EXT 1 IR FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE I CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP (1) LAYER 518" EXT GRADE FIRE -RATED GYP BD 2x WOOD STUDS AT 16" OC R-13 UNFACED BATT INSULATION 1 LAYER 5/8" FIRE -RATED GYP BD 2x WD STUDS PER STRUCTURAL DRAWINGS (1) LAYER 1/2" GYP BD INT .:.:` RATED W-5 UL U305 1-HR TYP AT FACP CLOSET EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE I CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP (1) LAYER 5/8" EXT GRADE FIRE -RATED GYP BD (1) LAYER 5l8" EXT GRADE FIRE -RATED GYP BD R-13 UNFACED BATT INSULATION 2X WD STUDS AT 16" OC CLOSET W-6 FBC SECTION 721 1-HR TYP TENANT SEPARATION UNIT (1) LAYER 5/8" FIRE -RATED GYP BD DOUBLE ROW 2X STUDS AT 16" OC PER STRUCTURAL, STAGGERED 2-114" AIR SPACE R-11 KRAFT FACED BATT INSULATION, ONE SIDE. FIREBLOCK PER 2/A7.22 (1) LAYER 5/8" FIRE -RATED GYP BD UNIT A TYP TENANT SEPARATION W-7 FBC SECTION 721 1-HR UNIT (1) LAYER 518" FIRE -RATED GYP BD DOUBLE ROW WD STUDS AT 16" OC PER STRUCTURAL, STAGGERED 2-1/4" AIR SPACE R-11 KRAFT FACED BATT INSULATION, BOTH SIDES. FIREBLOCK PER 2/A7.22 (1) LAYER 7/16" OSB, ONE SIDE (1) LAYER 5/8" FIRE -RATED GYP BD UNIT W-8 NON RATED TYP INT NON -BEARING WALL ROOM (1) LAYER 1/2" GYP BD (1) LAYER 1/2" GYP BD 2x WOOD STUDS AT 16" OC ROOM W-9 UL U305 1-HR TYP AT INT BEARING OR SHEAR WALLS, REFER TO STRUCTURAL DRAWINGS ROOM (1) LAYER 5/8" FIRE -RATED GYP BD (1) LAYER 5/8" FIRE -RATED GYP BD WOOD STUDS PER STRUCTURAL DRAWINGS ROOM W-10 UL U305 1-HR TYP AT INT SHEAR WALLS, REFER TO STRUCTURAL DRAWINGS ROOMr(1) (1) LAYER 518" FIRE -RATED GYP BD LAYER 7/16" OSB, ONE SIDE (1) LAYER 518" FIRE -RATED GYP BD WOOD STUDS PER STRUCTURAL DRAWINGS RR0000UM 0 TYP AT UNITS GA RC2602 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES 1-HR ON #30 FELT 1/2" 5-PLY APA RATED PLYWOOD, EXP.1, PER STRUCTURAL ROOF TRUSS PER STRUCTURAL DRAWINGS R-30 BLOWN INSULATION (2) LAYERS 5l8"FIRE RATED GYP BD RG2 TYP AT BREEZEWAYS 1 BALCONIES GA RC2602 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES 1-HR ON #30 FELT 1/2" 5-PLY APA RATED PLYWOOD, EXP.1, PER STRUCTURAL ROOF TRUSS PER STRUCTURAL DRAWINGS (2) LAYERS 5/8" FIRE RATED EXT GRADE GYP BD E ASSEMBLIES - FLOOR / CEILING 0 TYP AT UNITS UL L585 3/4" GYP-CRETE TOPPING 1-HR 23132" T&G OSB FLOOR SHEATHING ACTUAL DIMENSION 20" FLOOR TRUSSES @ 24" OC R-11 UNFACED BATT INSULATION RESILIENT CHANNELS @ 12" OC (1) LAYER OF 5I8" FIRE -RATED GYP BD FG2 TYP AT BREEZEWAYS UL L528 1 1/2" TO 3" CONC ON 60 MIL ELASTOMERIC MEMBRANE 1-HR 23132" T&G OSB SHEATHING ACTUAL DIMENSION 17" WD TRUSSES @ 24" OC RESILIENT CHANNELS Q 16" OC (1) LAYER 5/8" FIRE -RATED EXT GRADE GYP BD FG3 TIP AT MID -LANDINGS GA FC5406 1-HR 1 112" TO 2 112"CONC ON 60 MIL ELASTOMERIC MEMBRANE 23/32" T&G OSB SHEATHING ACTUAL DIMENSION 2X10 WOOD JOISTS Q 16" OC (2) LAYERS 5/8" EXT GRADE TYPE X GYPSUM BOARD FC-4 TYP AT BALCONIES UL L528 1 1/2" TO 3" CONC ON 60 MIL ELASTOMERIC MEMBRANE 1-HR SHINGLE LAP SEAMS PARALLEL TO SLOPE 23/32" T&G OSB SHEATHING ACTUAL DIMENSION SLOPED TOP CHORD WD TRUSSES @ 24" OC (SEE DETAILS) RESILIENT CHANNELS @ 16" OC (1) LAYER 5/8" FIRE -RATED EXT GRADE GYP BD 0 CALCULATED ASSEMBLIES 1- HOUR CALCULATED FIRE RESISTANCE FLORIDA BUILDING CODE CHAPTER 7 SECTION 721 BASED ON TABLES 721.6.2(1) & 721.6.2(2) W-2, 6, 7,11,12,18 MATERIAL RATING (MINS.) 5/8" FIRE RATED GYPSUM BOARD 40 WOOD STUDS @ 16" O.C. 20 TOTAL 60 2 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT PROJECT NO. 10-2651 Construction Assemblies A1,04 _4) 8 aa.. M N N V_ t�C O O N 85 ad 9 a I to O O r tn co C t M a t�-1 C 9 I 6- �_- Z W _ - �r i U 5 L UL L585 Design No. L585 July 09. 2010 Unrestrained Assembly Rating -1 Hr. Finish Rating - 22 Mtn 1 �.61 k 3 i - J `I -1 i 1. Flooring System -The flooring system shall consist of one of the following: of System No. 8 Subflooring- bin 23132 in. duckT bt G wood structural panels, min grade "Underlayment" or "Single Floor'. Face grain of plywood or strength axis of panel to be perpendicular to the joists with end joints staggered. Plywood or panels securedto trusses with construction adhesive and No. 6d ringed shank nails. Staples having equal or greater withdrawal I and lateral resistance strength maybe substituted E'orthe 6d ring shank nails. I Floor Mat Materials` -(Optional) - Nom 6 min thick floor mat material adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor -topping mixture When floor mat material is used, min thickness of floor topping mixture is 1 in I HACKER INDUSTRIES INC -Type Hacker Sound -Mat i Alternate Floor Mat Materials" - (Optional) -Floor mat material nom 10 mm thick adhered to subfloor with Hacker Floor Primer Primer to be applied to the surface of the mat prior to the placement of a min 1-112 in. of floor - topping mixture. ' HACKER INDUSTRIES WC -Type Hacker Sound -Mat II i Alternate Floor Mat Materials" - (Optional) - Floor mat material nom 1/4 in. thick loose laid over the subfloor I Floor topping thickness shall be a min of 1 in. HACKER INDUSTRIES INC -Type Quiet Qurl 551025 Alternate Floor Mat Materials" - (Optional) - Floor mat materi al nom 3/9 in. thick loose lai d over the subfl oor. Floor topping thickness shall be a min of 1-1/2 in. I I HACEER INDUSTRIES INC -Type Quiet Qurl601040 I Alternate Floor Mat Materials" - (Optional) - Floor mat material nom 3/4 in. thick loose lai d over the subfl oor. Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC -Type Quiet Qurl 651075 Metal Lath (Optional) - For use with 318 in. or 10 mm floor in at materials, 3/8 in. expanded steel diamond mesh, 3.4 I lbslsq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. I When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. I i Finish Flooring -Floor Topping Mixture" -- Min 314 in. thickness of floor topping mixture having a min I i compressive strength of 1100 psi. Mixture shall consist of 6 8 gal of water to 801bs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC -Fum-Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 3310, Finn -Fill 4010, Firm -Fill High Strength, Gyp -Span Radiant 2. Trusses - Parallel chord trusses, spacer, d a max of 24 in. OC, fabricatedfrom nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Min truss depth is 18 in. 'Truss members secured togetherwith min 0.0356 im thick galvanized steel plates. Plates have 5116 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in I pairs facing each other (made by the same punch), forming a split tooth type plate, Each tool has a chisel point on its I outside edge These points are diagonally opposite each other for each pair The top half of each tooth has a twist for stiffness. The pairs are repeated on approx. 718 in. centers with four rows of teeth per inch of plate width. 3. Air Duct" (Optional) -Any UL Cl ass 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer 4. Damper" (Optional. To be used with Air Duct Item 3.) -Max nom 20 in. long by 18 in. wide by 2-1/8 in, high, I fabricatedfrom galvanized steel. Plenum box max size nom 21 in long by 18 in, wide by 16 in. high fabricated from either galvanized steel or Classified Air Duct Materials bearing the UL Classification Marking for Class 0 or Class 1 � rigid air duct materi al. Installed in accordance with the instructions provided by the manufacturer Max damper openings notto exceed 180 sq in per 100 sgft of ceiling area. ATLAS COMFORT SYSTEMS USA LP -Types 0857, 0857D, 0857FP, 0857DFP. MANUFACTURED AIR PRODUCTS - Models CRD-7, -8. 9, -10. -11, followed by suffix AA, NI, RM, or SM. NAILORINDVSTRIES INC-Types 0755, 0755A, 0756, 0756D , 0757, 0.757D, 0757FP, 0757DFP, 0758, 0759, 0760, 0761, 0762, CRDS, CRD5D, CRD6, CRD6D. CRD6FP, CRD6DFP ROYAL METAL. PRODUCTS INC - Models 241FRD, 243FRD, 505RD, 507RD, 509, 556RD, 556RDD, 557RD, 557RDD, 557RDFP, 557RDDFP, 0756, 0756D , 0757, 0757D, 0757FP, 0757DFP. SHERER MFG INC -Models FRDB, TTRDB, RDB Type T, SRDB, RDB Type S 4A, Alternate Ceiling Damper" - Max nom 9 by 9 in. damper with Airzone fan installed in accordance with the instructions providedby the manufacturer. Max height of damper with fan shall be 11 in. Max damper openings not to exceed 180 sq in per 100 sgfl of ceiling area PANAMEX GROUP INC -Type 07501IM 1 4B. Alternate Ceiling Damper*- Max nom area shall be 324 sq in. Max square size shall be 18 in. by 18 in. Rectangular sizes not to exceed 324 sq in with a max width of 18 in Max height of damper shall be 14 in. Aggregate damper openings shall not exceed 162 sq in. pet 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions providedwith the damper A steel grille (Item 9) shall be installadin accordance with installation instructions. C &S AIR PRODUC T S - Mo del RD -5 21. POTTORFF - Model CFD-521. 4C. Alternate Ceiling Damper*- Max nom area shall be 196 sq in, Max square size shall be 14 in. by 14 in. Rectangular sizes not to exceed 196 sq in. with a max width of 26 in. Max height of damper shall be 7 in Aggregate damper openings shall not exceed 98 sq in. per 100 sq ft of ceiling area. D amper installed in accordance with the manufacturers installation instructions providedwith the damper. A steel grille (Item 9) not to exceed 144 in 2 shall be installedon accordance with installation instructions C &S AIR PRODUCTS -Model KD-521-BT POTTORFF - Model CFD-521-BT UL L585 (CONT.) 4D. Alternate Ceiling Damper" - For use with min 18 in deep trusses Max plenum Wx size nom 19 in, tons by 19 in wi de and 11-7/8 in high fabricated from gale steel- Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area Damper installed in accordance with the manufacturers installation instructions provided with the damper. AIRE TECHNOLOGIES INC -Models: CRD model 50 wBoot, CRD model 50EA w/Boot, CRD model 55 wBoot, CRD model 55 EA w/Boot. LL OYD INDUSTRIES INC - Model CRD 50-BT, CRD 50-EA-BT, CRD 55-BT, CRD 55 BA-BT 4E. Alternate Ceiling Damper" - Foruse with min 18 in. deep trusses Max plenum box size nom 13 in long by 13 in m de and 11-7/8 in high fabricatedfrom galy steel Aggregate damper openings shall not exceed 50 sq in per 100 sq ft of ceiling area. Damper installed in accordance with the raanuEactuiers installahon instructions I provided with the damper. j LLOYD INDUSTRIES INC - Model CRD 50-ET-6, CRD 50-EA B T-6, CRD 55-BT.6, CRD 55 EA- i BT-6, CRD50--"X-BT-6 4F Alternate Ceiling Damper' -For use with min 18 in. deep trusses Max size ceiling outlet in plenum box nom 12 in. long by 12 in wide. Plenum box fabricatedfrom. galv steel. Aggregate damper openings shall not ' exceed 72 sq m per 100 sq ft of ceiling area. Installed in accordance with the manufacturers installation instructions provided with the damper. AWE TECHNOLOGIES INC -Models: CRD model 50 wBoot, CRD model 50EA w/Boot, CRD model 55 w/Boot, CRD model 55 EA wBoot. ILOYD INDUSTRIES INC -Model CRD 50-95BT, CRD 50-EA-95BT, CRD 55-95BT, CRD 55 EA- 95BT 4G. Alternate Citing Damper" - For use with min 18 in. deep trusses. Max size ceiling outlet in plenum box nom 16 in, long by 16 in wide. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions providedwith the damper. CROWNPRODUCTS CO INC -Models CRD50-FGPB-4 2-CP,-6-0-CPI CRD50-FGPBA-2-EA-CP, -6.0-EA-GP. 11OYD INDUSTRIES INC - Models CRD 50- 7031B-4.2, - 4.2 NI, -6.0, -6.0 NI; CRD50-EA-FGPB - 4.2, -4.2 NI, -6 0, -6 0 NI I. 4H. Ceiling Damper" - For use with min 18 in. deep trusses Max plenum box siz a nom 15 in. 1 ong by 15 in. wide and 11-7/8 in. high fabricatedfrom galy steel. Aggregate damper openings shall not exceed 72 sq in. per 100 sgft of ceiling area. Damper installed in accordance with the manufactuters installation instructions provided with the damper. LL OYD INDUSTRIES INC - Models 45-CRD-LT-BT and 45-CRD-LTD-BT 4I. Alternate Ceiling Damper" -For use with min 18 in. deep trusses Max size ceiling outlet in plenum box nom 10 in long by 10 in wide Plenum box fabricatedfrom gale steel Aggregate damper openings shall not exceed 50 sgin• per 100 sq ft of ceiling area Installed in accordance with the manufacturers installation instructions provided with the damper. LL OYD INDUSTRIES INC - Model 45-LTD-95-BT-4 4J. Alternate CadingDamper` -Foruse with min 18 in. deep trusses Max plenum box size nom 19 in. long by � 15 in. wide and 11-7/8 in. high fabricatedfrom gals steel. Aggregate damper openings shall not exceed 96 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. I LL OYD INDUSTRIES INC - Model CRD 50 err X-BT 5. Batts and Blankets" - (Optional) -Max 3-112 in thickness of glass fiber insulation. Insulation securedto plywood subfloor with staples spaced 12 in OC., loosely laid on the back of the gypsum board, or fastened to the trusses with 0 090 in. diam gals steel wires spaced 12 in. OC, Any glass fiber insulati on bearing the UL I Classification Marking for Surface Burning Characteristics andlorFire Resistance, andhaving amin density of 0.5 pcf may be used. 6. Resilient Channels - Resilient channels, 112 in. deep by 2-3/8 in. wide attlie base and 1-3/8 in. wide at the face. formed from min 0.018 in. thickgaly steel, spaced 16 in. OC perpendicular to trusses. When Batts and Blankets (Item 5) are loosely laid on the back of the gypsum board, channels are spaced a maximum of 12 in OC. perpendicularto the trusses. Channels securedto each truss with 1-1A in. long Type S bugle head steel screws. Channels overlapped 4 in. at splices. Two channels, spaced 6 in. OC, oriented opposite each gypsum board end joint as shown in the above illustration Additional channels shall extend min 6 in. beyond each side edge of board. 6A. Steel Framing Members" - (Optional, Not Shown) -Used as an alternate method to attach min. 1/2 in. deep resilient channels (Item 6) to wood trusses (Item 2), Resilient channels are friction fitted iato clips, and then clips are secured to the bottom of each wood truss with a min. 1-3/4 in. long Type S bugle head steel screw through the center hole of the clip and the resilient channel flange. Adjoining resilient channels are overlapped 4 in under trusses The clip flange is opened slightly to accommodate the two overlapped channels. Additional clips requiredto hold resilient channel that supports the gypsum board butt joints, as describedin Item 7 KEENE EUrLDTNG PRODUCTS CO INC -Type RC Assurance 7. Gypsum Board`-Nom 518 in thick, 48 in. wide gypsum board installed with long dimension perpendicular to resilient channels. Gypsum board secured with 1 in. long Type S bugle head steel screws spaced 12 in. OC and located a min of 518 in. from side joints and 3 in. from the end joints End joints securedto both resilient channels as shown in end joint detail. Wlien Batts and Blankets* (Item 5) we loosely laid on the back of the gypsum board, gypsum board secured to resilient channels with I in. long Type S bugle heads crews spaced a maximum 8 in. I OC. and located a min. of 518 in. from side and end joints. j LAFARGE NORTHAMERICAINC -Type LGFC-CIA S. Finishing System -(Not Shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw -heads. Nom 2 in. wide paper tape embedded in first layer of compound overall joints. As an alternate, nom I 3/32 in thick veneer plaster maybe applied to the entire surface of gypsum board. 1 9. Grille -(Not Shown -Required where indicated in Items - 4G) --Steel grille, installed in accordance with the installation instructions provided with the ceiling damper. *Bearing the VL Classification Mark UL L528 0 UL U356 I iN UL U356 (CONT.) 7. Steel Framing Members - (Optional, Not Shown)* - Furring Channels and Steel Framing Members as described Design No. L528 Design No. U356 I below a. Furring Channels - Formed of No 25 MSG galv steel. 2-318 in wide by 718 in deep. spaced 24 in, July 15, 2010 August 04, 2010 OC perpendicular to studs Channels securedto studs as described in Item b. Ends of adjoining channels i are overlapped 6 in and tied together with double strand of No 18 SWG gale steel wire near each end of Unrestrained Assembly Rating - 1 Hr. (Exposed to Fire on Interior Face Only) j overlap. As an alternate, ends of adjoining channels maybe overlapped 6 in. and secured together with two self -tapping #6 framing screws, min 7116 in. long at the midpoint of the overlap, with one screw on Finish Rating - 22 Min. Bearing Wall Rating-1 Hr each flange of the chauriel. Gypsum board attached to furring channels as described in Item 2. I ,... . b. Steel Framing Members" - Used to attach furring channels (Item 7a) to studs . Clips spaced 48 in. ;'; r ii) c x c -:u Finish Rating - 23 Mn or 25 Mn See Item 2 C ( ) CC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring `` ';I, I 1 , channels are friction fitted into clips - :r tier i • .0 er . •..... .��... _. ..,-....AA..-----:._,.;. r�.r:,rear<r ....... s r .'�.......... n r i :;....e_,-:.e.r , ..... .....i.__ . A .-.............................__-_,... - {J ,' - �:r> _x era ..... 1 i,^ -------- �� t� PAC INTERNATIONAL INC -Type RSIC-1 .., 3 : i�,,'; - � - �f1 , - i� Q, , I IA. Steel Framing Members (Optional, Not Shown) Furring channels and Steel Framing Members as described }.w- _f_ ,. `1..f-.---I _ _ -- below. ;`�—�. r - -�.� . : 1% s... I.. , . i% � � ' +� , t% v eel 4 ' perpendicular to studs. a. Furrier Channels Formed of No. 25 MSG al steel, aced 2 in OC — ti 8 • spaced p +�,,1 i ...__ s I _ . __ - . _ _ :... .. i..l. t i J %`ip/ it1 !1 \ f'a l F % \ 1 Channels secured to studs as desctibedin Item b. Ends of ad oinin channel s era overlapped G in, and tied .-V,........,. _ . ...__ ._ .._ d - t' _ ! =°� ` J 1 . ,I— ...... _ w ....._::::.. ..... ... - . �,,..-.:,,:.: w 1 strand o ] SWG alv steel wire near each end of overlap. Two layers of er withdouble e f N 8 together i g P Y y_i'. t vz - i J. -1 .......... ......... ­... I - „ � /' FIRE 3IOX f gypsum board attached to furring channels as described in Item 2. 1�J 1 i1`. ,3� I r T1 � .1— b. Steel Framing Mmnbers" -Used to attach furring channel s (Item 7Aa) to interior side of studs. Clips 't i�lORtZ�iaL $ECT}{a1�1 spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in coarse drywall screws, one through the +_ hole at each end of the clip. Furring channels are friction fiittedinto clips ... T.� ' ..._.........:.........._...... :.............. :;«: ;......._....._.. - -:--._.................1,: , ......_..17_......,.......,.,.....-ill. 1 F5 KINETICS NOISE CONTROL INC -Type Isomax. .1 I I i F i S. Non -Bearing Wall Partition Intersection - (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud _ : ;i II �"' t.'�. nailed together with two 3in, long 1 0 d nails spaced amax 16 M. OC. vertically and fastened to one side of the C f minimum 2 by 4 in. stud with 3in long I0d nails spared a max 16 in. OC verti tally Interst-ution between partition I __.._....... 1 . '� _...._.-.._.,-......•........-_...�-._—._.-...,«......_........................ r._. ..._.......... 3 _-._...-_ wad flush with the 2 b 4 in studs. The wall partition wood studs are to be framed b with a second 2 b 4 0 studs to be y p Y y - -- -�_" 1Z - f in wood stud fastened with 3in 1ong10dnails spatedamax. 16in. OC. vertitally.Maximum one non -bearing wall err. + C\ A 1 partition intersection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal to the depth of J r. I i , �a) , ,� ,. ­­- 11 '­­,,.,, 17 the bearing wall. I "",, : j .1 _. *Bearing the UI, Classification Mark 1. Flooring System -The flo.?ring system shall consist of one of the following: System No. 1 Subflooring- Min 23/32 in. thickT & G wood structural panels, min grade "Underlayment" or "Single-Floor".Face 1 grain of plywood or strength axis of panels to be peipendi cular to the trusses with end joints staggered 4 ft. Panels securedto trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along tech truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. 2. Trusses - Parallel chord truss es, spaced a max 24 in. OC, fabricated from nom 2 by 4 in. lumber with lumber 4" -s gibe together with min No 20 MSG alv oriented vertteall • or horizontally. trussde this l2 in Truer members secured o y Yp g 8 steel truss plates Plates have 5116 in long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split -tooth -type plate. Each tooth has a chisel point on its outside edge These points are diagonally opposite each other for each pair The top half of each tooth has a twist for stiffness The pairs are repeated on approx 'Min centers with four rows of teeth per in. of plate wi dth. 3. Furring Channels- Furring channels, 718 in deep by 2-11116 m wide at the base and 1-7/16 in. wide at the face, formed from No. 25 ga gale steel, spaced 24 in. iCC perpendicular to trusses. Channels securedto trusses with double strand of No 18 SWG galy steel wire spaced 48 in. OC. Ends of adjoining channels overlapped 6 in. and tied together with double strand of 14o. 18 SWG gale steel wire near each end of overlap. Two furring channels used at end joints of gypsum board (Item 4), each extending a Brun of 6 in. beyond both side edges of the board. 3A. Resilient Channels - (Not Shown) - As an alternate to Item 3, resilient channel formed from No 26 MSG galy steel, spaced 16 in OC perpendicular to trusses. Channels gecured to each truss with 1-114 in. long No 6 Type S bugle head steel screw. (Jhannels overlapped at splices 4 iu. Two restli ent channels used at end j oints of gypsum board (Item i 4), a ach extending a min of 6 in beyvn<l both side edges of the board. 4. Gypston Board" - One layer of nom 518 in. thick, 4 ft wide gypsum board, installed with long din ensign perpendicular to furring or resilient r_hannels Gypsum board secured with 1 in. long No. 6Type Sbugle head steel screws spaced 12 in. OC and located amin of i-112 in. from side and end joints. End joints securedto both resilient channel s as shown in the end j oiut detail. AMERICAN GY PSUM CO - Type Arai-C CERTAINTEED GYPSUMINC -- Types FRPC, ProRoc Type C CERTAINTEED GYPSUM CANADA INC - ProRoc Type C CANADIANGYPSUM COMPANY--'1 pcsC,IP-X2,IPC-AR GEORGIA-PACIFIC GYPSUM L C -Types 5, DAPC LAFARGE NORTHAMERICA INC--1)rpes LGFC-C, LGFC-CIA NATIONAL GYPSUM CO--Types17SK C, FSW-C, FSW- G i PA13CO BUILDING PRODUCTS LL C, DBA PABCO GYPSUM -Type C TEMPLE -INLAND -Type TG-4', UNITED STATES GYPSUM CO --- Types C, IP-X2, IP(C-AR_ . USG MEXICOSADECV-Types C.,IP-X2,IPC-AR 5. Finishing System - (Not Shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw -heads. Nom 2 in wi de paper tape embi tided in first layer of compound over all joints As an alternate, none 3132 I in thick veneer pl aster may be applied to the entire surface of gypsum board. *Bearing the UL Classification Mark GA FC5406 -_ ©A FiLE NO. FC UN GENERIC i HOUR 35 to 30 STC - FWE SCKIND WOW JMTS.GYPSUM (lit#LLBOARD SsM iayw W ((mere X gymuni wa*owd apWW a+ right angles to 2 x 10 xcod Joists 24" .11. - I. i o.a. with ltii Typo W or 3 d"all screws 24' o.c lifto layer W type X gyp4twn I WaRmord of ply) WM vamer tine app W al fght arxl 6 to Oft with ach" Typo W ar ( ti I 3 drywall soraft 12" oxe at joints and isitrermaOW j and 1112' TVPC G dryvlel t' ! $; �1. I Urew8 12" a.c, placed 2' (aerie W W)W aide of and Mrd3. 40M Mat 24" (mere bass �yvsr jo its. WbW joists soppo�tt�tig IX ptrovoxxd With As dorfor Meta app4ted at rot angles jT a^"• - «..,. _..- ... , to lo6rts with ad nab. Coo" provide orw (tower Are mounce w0wo"on for frseWng, including mitsrs. APPIV011 t;911irtg weight, 5 pet Fire Treat: FM PC 1712, 2-26 72: rrS, 9-6- D SOW Test: Estkrtatm GA RC2602 GA FILE NO. RC 2602 1 I GENERIC I { WOOD TRUSSES, GYPSUM WALLBOARD 1 Base layer ah" type X gypsum walNward applied at right angles t0 wood roof trusses 24" o.c. with 11/4" Type W or S drywall screws 24" o.c. Fate layer file type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17le Type W or S drywall screws 12" o.c. at joints and Intermediate trusses and 111s" Type G drywall screws 12" o.c. placed 2" back on e"r side of and joints. Joints offset 24" from base layer joints. Wood trusses supporting 1h" wood structural paneta applied at right angles to trusses with 8d nails. Appropriate roof covering. Ceiling provides one hour fire resistance protection for trusses. 1 HOUR FIRE Approx. Ceiling Weight: 5 psf Fire Test FM FC 172, 2-25-72; ITS, 8-6-98 1 Wood Studs - Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in. top and one 2 by 4 in. bottom plates. Studs laterally -braced by wood structural panel sheathing (Item 5) . When Mineral and Fiber Boards* (Item 5A) are considered as bracing for the studs, the loadis restricted to 76% of allowable axial load. Walls effectively fire stopped at top and bottorri of wall. 2 Gypsum Beard" -Any CI assifit-A 518 in. thick, 4 ft wide, applied vertically and nailed to studs and bearing plates 7 in. OC with 66 cement -coated nails, 1-78 in. long with 114 in diem head. When Item 7, Steal Framing Mom b art*, is used, gypsum panel s attached to furring channels with 1 in le,ng lj pe S bugle -head steel screws spaced 12 in. OC. When Item 7A, Steel Framing Members is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type Sbugle-head steel screws spaced 12 in. CC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layers staggeredwith joints in base layers. See Gypsum Board (LYNX) Category for names of Classified Companirs 2A. Gypsum Board" - (As an alternate to Item 2, not shown) - Any 518 in. thick 4 ft wide gypsum panels supplied by the Classified Companies listed below shown Gypsum Board" (CEVX) category. Applied vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum paned steel screws spaced a maxS in. OC, with last screw 1 in. from edge of board. CA14ADlAN GYPSUM COMPANY UNITED STATES GYPSUM CO I USG MEXICO SA DE C V 2B. Gypsum Board' - (As an alternate to Item 2, not shown) - 518 in. thi ek 4 ft wide gypsum panels applied verti rally and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. AMERICAN GYPSUM CO -Types AGX-1, AG-C CERTAINTEED GYPSUMINC-ProRgc Type C orProRoc Type X CERTAINTEED GY PSUM CANADA INC-Pro-Roe Type C or ProRoc Type X PABCO BUILDING PRODUCTS L L C, DBAPABCO GYPSUM -Type PG-11 TEMME-INLAND-Types X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type-X, Soffit- . Type X,Type X ComfortGuard SoundDeadening Gypsum Board. 2C. Gypsum Bo ard" - (As an alternate to Item 2, not shown) - For Use with Item 5A only - 5/8 in thick 4 ft wide gypsum panels applied horizontally and attached to studs and bearing plates with 1-114 in. long Type W coarse thread 1 gypsum panel steel screws spaced a niax 8 in. OC, with last screws 1 in.and 4 in. from edges of board. Finish Rating is 25 min PABC 0 RITILDING PRODUCTS L L C, DBA PABCO GYPSUM -Type PG-1 I i TEMPLE -INLAND -Type X. Ven a er Plaster Base -Type X, Water Rated -Type X, Sheathing Type-X,Soffit- Type X 2D. Gypsum Board" - (As an alternate to Item 2) -Not to be used with item 7. 5/8 in thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank clam and 114 in. diam heads. 7 in. OC. NATIONAL GYPSUM CO - SoundBreak=ype X Gypsum Board 2E Wall and Partition Facings and Accessories* - (As an alternate to Items 2 through 2D) -Nominal 5/8 in. thick, 4 ftwide panels, secured as described in Item 2, SERIOUS MATERIALS INC-Type Qui etRock ES, Type QuietRockQR-527. 3 Joints and Nailheads - (Not Shown) --- Wallboardjoints covered with tape and joint compound. Nail heads covered with joint compound. 4. Batts and Blankets' - Mineral fiber or glass fiber insulation, 3-1/2 in thick, pressure fitto fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf Glass fiber insulation to be face d with aluminum foil or kraft paper and to have a min density of 0.9 pcf (min R-13 thermal insulation rating). See Batts and Blankets (BKNV) Category in the Building Materials Directory and B arts and Bl ankets (BZJZ) Category in the Fire Resistance Directory for names of Classified Companies. 4A. Fiber, Sprayed" -As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the, application instructi ons supplied with the product. Nominal dry density of 3.0lb1ft3 Alte mate application method. The fiberis applied with U S Greenfiber LLC Type AD100 hot melt adhesive at anominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. U S GREENFIRER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 4B. Fiber, Sprayed" -As an alternate to Item 4 and 4A -Spray applied cellulose material The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions tuppliedwith the i product. Nominal dry density of 4 58Ib1ft3. NU -WOOL CO INC -Cellulose Insulation 4C. Fiber, Sprayed" -As an alternate to Batts and Blankets (Item 4) -Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instrueti ons supplied with the product The, minimum dry density shall be 4 30 lbs/ft3 INTERNATIONAL CELLULOSE CORD - Celbar-RI, S Wood Structural Panel Sheathing - Min 7/16 in. thick, 4 ft wide wood structural panels, thin grade "C-D" or '.Sheathing'. Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendirular to studs. Vertical joints centered on studs Horizontal joints backed with nom 2 by 4 in wood blocking. I Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs 5A. Mineral and Fiber Boards" -As an alternate to Item 5 - Mn 112 in. thick, 4 ft wide sheathing, installed vertically to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking Attachedto studs on exterior side of wall with 1-112 in long galvanized roofing nails spaced 6 in. OC at perimeter of panels and 12 in OC along intenor studs. As an option aweather resistive barrier may be applied over the Mineral and Fiber Boards TEMPLE -INLAND FOREST PRODUCTS CORD -Types FiberBrace orQuietBrace 6 Exterior Facings -Installed in accordance with the manufacturer's installation instructions One of the following extenor facings i s to be apply ed over the sheathing: A. Vinyl Siding -Molded Plastic" - Contoured rigid vinyl siding having a flame spread value of 20 or I less. See Molded Plastic (B TAT) category in the Budding Materials Directory for names of manufacturers. B. Particle Board Siding - Hardboard exten or si dings including patterned panel or lap siding C. Wood Structural Panel or Lap Siding -- APARated Siding. Exterior, plywood, OSB or composite parcels with veneer faces and structural wood core, per PS I orAPA Standard PRP- 108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. D. Cementitious Stucco - Portland cement or synthetic stucco systems with self -furring metal lath or adhesive base coat. Thickness from 318 to 314 in., depending on system. E. Brick Veneer -Any type on nom 4 in, wide brick veneer. When brick veneer is used, the rating is applicable with exposure on either face. Brick veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with 8d nail per tie. tics spaced not more than each sixth course of brick and max32in, OChorizontally.One in wrspace providedbetweenbrick veneer and sheathing F Exterior Insulation and Finish System (EIFS) -Nom 1 in. Foam ed Plastic* insulation bearing the UL Classification Marling, attached over sheathing andfinished with coating system, or Portland cement or synthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX and CCVW) categories for names of Classified companies. IG Siding -Aluminum or steel siding attached aver sheathing to studs. I IH. Fiber-CementSidnng-Fiber-cement exterior sidings including smooth and patterned panel or lap siding. FIRESTOP SYSTEMS A CONTRACTOR(S) TO PROVIDE (CURRENT) UL LISTED PENETRATION FIRESTOP SYSTEM DESIGNS AND INSTALLATIONS COMPATIBLE FOR THE RATED ASSEMBLIES BEING PENETRATED. B SUBMIT COPIES OF UL LISTED PENETRATION SYSTEM FOR APPROVAL WITH SUBMITTALS / SHOP DRAWINGS MRUME ARCHITECTURE & INTERIOR DESIGN, INC. o PLANNING I ARCHITECTURE I INTERIOR DESIGN t I i 745 odenta avenue, suite 1121 i altamonte springs, fl 32701 phone: 407.830.1400 1 fax: 407.830.4143 ' AA0002731 www.fdrumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL c 0 I �ET DISTRIBUTIONS: 8 . _ C M +g C . EDITED BY: JT PROJECT NO. Referenced Assemblies Al ..05 10-2651 V______ ___ - � UL U305 UL U305 (CONT.) UL U305 (CONT.) 4) a O cei W 0 N c O r• O a O 0 t(0 C O V 2 n Ln - N C O U tM Y O H- z W -a d U. 1 ' a U iY a Design No. U305 August 02, 2010 Bearin g W all Rating — I HR. Finish Rating — See Items 3, 3A, 3D, 3E, 3F, 3G, 3H and K. STC Rating- 56 (See Item 9) 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. � 2. Joints and Nail -Heads Justti coved with compound and paper tape. Joint compound and Pertape be omitted when square edge boards are us ed, As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboardwith the joints reinforced with paper tape Nailheads exposed or covered with joint compound, 3. Gypsum Board* — 513 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically Gypsum panels nailed 7 in CJC with 6d cement coated nails 1-7/8 in long, 0.0915 in shank dram and 15/64 in dram heads. When used in widths otherthan 48 in., gypsum panels are to be installed horizontally For an alternate method of attachment of gypsum panels, refer to Item 6, 6A or 6B, Steel Framing Memb ers' When Item 6, Steel FramingN[embers', is used, gypsum panels attached w furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in OC When Item 6A, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type Sbugle-head steel screws spaced 12 in. OC Face layer attached to furring channels with 1-518 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layers staggered -with joints in base layers One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3 When Item 6B, Steel Framing Afmab ers*, is used, two layers of gypsum panels attached to furring channels Base layer attached to furring channels with 1 in. long Type Sbugle-head steel screws spaced 12 in OC Face layer attached to flirting channels with 1-518 in long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layer staggered with joints in base layer aminimum of 16 in. Joints oriented vertically and base layer staggered on opposite sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without furring channels as describedin Item 3. When Item 7, resilient channels are used, 518 in. thick, 4 ftwide gypsum panels applied vertically. Screw attached fluxing channels with 1 in. long, self -drilling, self -tapping Type S or S-12 steel screws spaced 8 in. OC, vertical joints located midway between studs. AIYIERLCAN GYPSUM CO —Types AGX 1 (finish rating 23 min.), Type AGX ll (finish rating 26 min) or Type AG-C BELTING NEW BUILDING MATERIALS PUBLIC LTD CO —Type DBX-1 (finish rating 24 min). CERTAINTEED GYPSUMINC —Type 1, Type SF3 (finish rating 20 min) or FRPC, ProRocType C or ProRoc Type X (finish rating 26 min), Type EGRO or GlasRoc (finish rating 23 min) CERTAINTEEI} GYPSUM C ANADA INC — ProR.o c Type C, Pr oR oc Type X or Pro Ro c Typ e Abus e-Resistant (finish rating 26 min) CANADIAN GYPSUM COMPANY -- Type AR (finish rating 24 min;), Type C (finish rating 24 min), Type FCV (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type IF -XI (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type = (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). GEORGIA-PACIFIC GYPSUML L C —Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DGG (finish rating 20 min), Type GPFS1 (Finish rating 20 min), Type GPF52 (finish rating 20 ruin), Type GPFS6 (finish rating 26 min), Type DS, Type DAP, Type DD (finish rating 20 min), DA, DAPC . LAFARGE NORTH AAIERICA INC--'P)rpe LGFC2 (finish rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 (finish rating 26 min), Type LCFC-C (finish rating 20 min), Type LGFC6A (auish raring 34 min), I Type LGFC2A,Type LGFC-C1A, Type LGFC-V D. NATIONAL GYPSU114CO —Type FSK (finish rating 20 min), Type FSK-G (finish rating 20 min). Type. FSW (finish rating 20 min), Type FSW-2 (finish r ating 24 min), Type FSW-3 (fini sh rating 20 min), Type FSW-5 (finish rating 22 min), Type FSW-CJ (finish rating 20 min), Type FSK-C (finish rating 20 min), Type FaW-C (finish rating 20 min), Type FSMR.-C.Type FSW-6 (finish rating 20 min) NATIONAL GYPSUM CO -- Riyadh, Saudi Arabia— Type FR, or WR. PABCO BUILDING PRODUCTS LL C, DBAPABCO GYPSUM —Types C, PG-2 (finish rating 20 min), PG- 3 (finish rating 20 min), Types P01W, PG -SW (finish rating 20 min), Type PGA (finish rating 20 min), Type PG-6 (finish rating 23 min), Types PG-3WS, PG-5WS (finish rating 20 min), Types PG-5, PG-9 (finish rating 26 min), PO-11 or Type PG-C. PANEL REY S A— Type PRX. SIAM GYPSUM INDUSTRY (SARABIMI) CO LTD —Type EX-1 (finish rating 26 min) TEMPLE -INLAND —Type X, Veneer Plaster B ase -Type X, Water Rated -Type X, Sheathing -Type X, Soffit - Type X. UNITED STATES GYPSUM CO —Type AR (fini sh rating 24 min), Type SCX (finish rating 24 ruin), Type C (finish rating 24 stria), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type FCV (tnish rating 24 min), Type IP-X2 (finish rating 24 min),'I)rpe SHX (finish rating 24 min), Type FRX-G (fini sh rating 29 min), Type IP-AR (finish rating 24 min), Type TPC _AR (fini sh rating 24 min). USG MEXICO S A DE C V — Type AR (fini sh rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-XI (finish rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (fini sh rating 24 min), Tvpe SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AB. (finish rating 24 min). 3A. Gypsum Board' — (As an alternate to Item 3) — 5/8 in thick gypsum panels, with beveled, square, ortapered edges, applied either horizontally or vertically Gypsum panels fastened to framing with 1-114 in. long Type W coarse thread gypsum panel steel screws spaced a max 3 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in , gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO —Types AGX-1 (finish rating 25 min.), Type AG-C (finish rating 25 min). CANADIAN GYPSUM COMPANY — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min) ,Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SCX (finish rating 24 min). Type SHX (finish rating 24 min), Tvpe WRC (finish rating 24 min), Type WRX (finish rating 24 min). UNITED STATES GYPSUM CO —Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type'WRC (fi nish rating 24 min), Type IP-X 1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX-G (finish rating 24 min), Type 1P-AR (finish rating 24 min), Type EPC-AR (finish rating 24 min) USG MEXICO SA DE C V —Type AR (Finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 nun), Type WRC (finish rating 24 min), Type IP-X 1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 ruin), Type SAX (fini sh rating 24 min), Type SCX, Type LP -AR (Finish rating 24 min), Type IPC-AR (finish rating 24 min) 3B. Gypsum Board' — (As an alternate to Item 3) -- Nom 314 in. thick, installed with 1-7l8 in long cement coated nails as describedin Item 3 or 1-W in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. CANADIAN GYPSUM COMPANY — Types AR, IP-AR. UNITED STATES GYPSUM CO -- Types AR, IP AR. USG MEXIC O S A DE C V -- Types AR. 1?-AR. K. Gypsum Board' — (As an alternate to Item s 3, 3A and 3B) - 5/8 in. thick, 2 ft wide, tongue and groove a dge, applied horizontally to one side of the assembly Installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-114 in. long Type W coarse thread gypsum panel steel screws as describedin Item 3A. Joint covering (Item 2) not required. CANADIAN GYPSUM COMPANY — Type SHX. UNITED STATES GYPSI MCO —Type SHX, USG MEXIC 0 S A DE C V -- Type SHX. 3D Wall and Partition Facings and Accessories* — (As an alternate to Items 3, 3A, 3B and 3C, not shown) .. Nominal 51S in thick, 4 ft wide panels, applied verb tally to studs andbearing plates on one side of the assembly with 1-5/8 in long Type S screws spaced 12 in. VC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of 1 oint compound. Batts and Blankets placedin stud cavity as de.srnL•edin Item 5E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed SERIOUS MATERIALS INC —Type ,' iietRock QR-530 (finish rating 23 min). 3E. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, or 3D -not shown) For Direct Application to Studs Only- Nam 518 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied verncsdly. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations Lead batten strips, min 1-1/2 in, wide, max 10 ft long with amax thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in long Type S-12pan head steel s crews, one at the top of th a strip and one at the bottom of the strip. Lead discs or tabs may be used in li eu of Orin addition to the lead batten strips or optional at other locations Max Y4 in. diam by max 0 125 in. thick lead discs compression fitted or adhered over steel screw heads or max 112 in by 1-114 in. by max 0,125 in thick teadtabs placed on gypsum boards underne ath screw locations prior to the installation of the screws. Lead batten strips to have apurity of 99.9% meeting the Federal specification QQ-L- 201f, Grade "C RAY-BARENGINEERING CORP—Type RB-LBG (finish rating 24 min). I 3F. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) — 518 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastenedto framing with 14A in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in OC, with last 2 screws 1 and 4 in. from edge of board or nailed 7 in OC with 6d cement coatednails 1-7/8 in. long, 0.0915 in shank diem and 15164 in. diam heads When used in widths of other than 48 in., gypsum boards are to be installed horizontally, Joints andnail heads treated as described I in Item 2. TEMPLE -INLAND — Green Glass Type X (finish rating 23 min) 3G. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 31), 3E and 3F) - 518 in. glass-matfaced with square edges, applied either horizontally orvertically. Gypsum panels nailed J in. OC around the perimeter and in the field with 6d cement coated nails 1-718 in. long, 0.0915 in. shank diam and 15164 in, diam heads. Nail s shall be placed 1 inch and 3 inch from horizontal joints and? inch OC thereafter- UNITED STATES GYPSUM CO —Type USGX (finish rating 22 ruin ) 3H. Gypsum Board' — (As an alternate to Items 3 through 3G) - 5/8 in thick paper surfaced applied vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1.718 in. long, 0.0915 in. shank diam and 15164 in. diam heads. TEMPLE -INLAND —Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min). 3I. Gypsum Board' — (As an alternate to Items 3) - Not to be used with items 6 or 7. 518 in. thi ck paper surfaced applied vertically only. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-718 in. long, 0.0915 in. shank diam and 15164 in clam heads. NATIONAL GYPSUM CO — SoundBreak XPType X Gypsum Board 31. Wall and Partition Facings and Accessories" — (As an alternate to Items 3 through 3L not shown) — Nominal 518 in. thick, 4 ft widr.. panels, appliedverti tally. Panels nailed? in. OCwith 6d cement coatednails 1-7/8 in. long, 0 0915 in shank diam and 15/64 in. di am heads. Panel joints coveredevith paper tape and two layers afjoint compound. Nailheads covered with two layers of joint compound. SERIOUS MATERIALS INC —Type QuietRock ES (finish rating 21 min), Type QuietRock QR-527 (finish rating 24 min). 4 Steel Corner Fasteners —(Optional) —For use at wall comers. Channel shaped, 2 in. long by I in. high on the backside with two 1/2 in. wide cleats protruding into the 518 in. wide channel, fabricated from 24 gauge gals steel, Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No 6cicement coated nail per fastener. Corners of wallboard shall be nailed to top and bottom plate using No. 6d cement coated nails. 5. Batts and Blankets* — (Optional -Required when Item 6A is used) Glass fiber or mineral wool insulation Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be placed to completely fill the stud cavities and shall be securedto the studs 24 in OC with staples, nails or screws. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVMLE INTERNATIONAL INC KNiAUF INSULATION GM8H OWENS CORNING HT INC, DIV OF OWENS CORNING — Corning Fiberglas Corp. ROCK WO OL MANUFACTURING CO — Delta Board, ROI UL ASIA SDN BIRD —Acoustical Fire Batts ROXUL INC —Acoustical Fire Batts THERMAFIBER INC —Type SAFB. 5A. Fiber, Sprayed * — (Not shown - Not for use with Item 6A) As an alternate to Batts and Blankets (Item 5) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density, of 3 0lblft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD 100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. Lr S GREENFIBER L L C — Coc6on2 Stabilized or Cocoon-FRM (Fire Rated Material) 5B Fiber, Sprayed' — (Not shown - Not for use with Item 6A) As an alternate to Batts and Blankets (Item 5) and Item SA - Spray applied cellulose insulation material. The fiber is applied with waterto interior surfaces in accordance with the application instructions supplied with the product. Applied to compl etely fill the encl osed cavity Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cell ulos a Ins ula6 on 5C. Batts and Blankets' — Required for us a with resilient channels, Item 7, 3 in. thick mineral wool batts, pl aced to fill interior of wall, attached to the 4 in. face of the studs with staples placed 24 in. OC. THERMAFIBER INC —Type SAFB 5D. Glass Fiber Insulation — (As an alternate to Item 5C) — 3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in. fac a of the studs with staples placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5E Batts and Blankets* — (Required for use with Wall an d Partition Facings andAccessories, Item 3D) — Glass fiber insulation, norr, 3-1/2 in thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction -fitted to completely fill the stud cavities. See Batts and Blankets Category (BWT) for name s oEm anufacturers. 5F Fiber, Sprayed " — (Optional, Not Shown -Not for use with Item 6, 6A or 6B) As an alternate to Batts an d Blankets (Item 5) and Item 5A - Spray applied gr anulated mineral fiber material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product See Fiber, Sprayed (CCAZ). AMERROCK PRODUCTS L P — Rockwool 5G. Fiber, Sprayed' — (Optional, Not Shown - Not for use with Items6, 6A or 6B). As an alternate to Batts and I Blankets (Item 5) and Item 5A - Brown Colored Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed stud cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibslft3. INTERNATIONAL CELLULOSE CORP— Celbar-RL 6 Steel Framing Mangers (Optional, Not Shown)* —Furring channels and Steel Framing Members as descnbed gel ow. a. Furring Channels — Formed of No 25 MSG gals steel. 2-3/8 in wide by 718 in deep, spaced 24 in. OC perpendicular to studs. Channels securedto studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SW G galv steel wire near each end of overlap. As an alternate, ends of adjoining channels maybe overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. W16 in. long at the midpoint of the overlap, with one screw on each flange ofthe channel. Gypsum board attached to furring channels as describedin Item 3 b. Steel Framing Members' —Used to attach furring channels (Item 6a) to studs. Clips spaced 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. RSIC-V clips secured to studs with No 8 x 1-1/2 in. coarse drywall screw through the center hole, Furring channels are friction fitted into clips PAC INTERNATIONAL INC —1`ype s RSIC-1, R SIC-V. 6A. Steel Framing Members (Optional, Not Shawn)' —Furring channels and Steel Framing Members on one side of studs w described below: a. Furring Channels -- Formed of No. 25 MSG galv steel, spaced 24 in OC perpendicular to studs Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 inand tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. Batts and Blankets placed in stud cavity as describedin Item 5. Two layers of gypsum board attached to furring channels as describedin Item 3. b Steel FramingMernbers' —used to attach furring channels (Item 6Aa) to one side of studs only Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC— Type Isomax. 6B. Steel Framing Members (Optional, Not Shown)' —Furring channels and Steel Framing Members as described bel ow a. Furring Channels — Formed of No. 25 MSG gale steel. 2-3/8 in wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels securedto studs as described m Itern b. Ends of adjoining channels are overlapped 6 in, and tied together with double strand of No. 18 SW G galy steel wire near each end of overlap. As an alternate. ends of adjoining channels maybe overlapped 6 in. and secured together with two self -tapping 06 framing screws, rain. 7116 in. long at the midpoint of the overlap, with one screw on each 9 ange of the channel. Gypsum board attachedto furring channels as described in Item. b. Steel Framing Members' —Used to attach furring channel s (Item 6B a) to studs. Clips spaced 48 in. CC. Geni e clips securedto studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PLITEQ INC—Type Genie Clip `7 Furring, Channel — Optional .. Not Shown For usw on one side of the wall - Resilient channels, 25 MSG galv steel, spac ed vertically 24 in. OC, flange portion screw attached to one side of studs with 1-IA in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insul ati on, Items 5C or 5D is required. 7A Steel Framing Members* —Optional - Not Shown -Used as an alternate method to attarh resilient channels (Item 7) to one side of studs only Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channel s are friction fitted into clips, and then clips are securedto the wood stud with min. 1-3/4 in. long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange KEENE BUILDING PRODUCTS C O INC —Type RC Assurance. 8. CaulUng and Sealants— (not shown, optional) Abead of acoustical sealant applied around the partition perimeter for sound control. 9 STC Rating — The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except - A. Item 2, above - Nailheads Shall be covered with joint compound. B. Item 2, above - Joints As described, shall be covered with Etber tape and joint compound. C.Item5,above Batts and Blankets* The cavities formedbythe studs shall befrictionfitwithR-19 unfaced fiberglass insulation batts measuring 6-Y4 in. thick and 15-IA in wide. D Item 6, above - Steel Framing Members* Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall assembly. E. Item 8, above -Caulking and Sealants (not shown) Abead of acoustical sealant shall be applied around the partiti on perimeter for sound control F Steel Corner Fasteners (Item 4). Fiber, Sprayed (Items 5A and 5B ) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10, Wall and Partition Facings and Accessories* — (Opti onal, Not shown) —Nominal M2 in. thick, 4 ft wide panels, for optional use as an additi onal layer on one or both sides of the assembly Panels attached in accordance with manufacturer's recommendations When the QR-510 panel is installedlit wean the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except thatthe required fastener length shall be increased by aminimum of V2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. SERIOUS MATERIALS INC —Type Q.ii etRock QR.-510 11. CementitiousBacker Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Systems With All Standard Items Required) - 112 in., 518 in., 314 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length topenetsate stud by a minimum of 3/8 in. for steel framing members, and a minimum of N4 in. for wood framing members spaced a max of 8 in. CC. When 4 tt. wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO -- Type Perm aBase 12 Non -Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 in, studs or nominal 2 by 6 in, studs nailed together with two 3 in. long 10dnails spaced amax. 16 in. CC. vertically and fastened to one side of the minimum 2 by 4 in, stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spiced a max. 16 in. OC. vertically. Maximum one non -bearing wall partiti on intersection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 13. Mesh Netting — (Not shown) -Any thin, woven or non -woven fibrous netting material attached with staples to the outerface of one row of studs to facilitate the installation of the sprayed fiber from the opposite row. *Bearing the UL Classification Mark FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, tl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Y 5� N on m g UJ ca hET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Referenced Assemblies Al .06 Maximum Area of Exterior Wall Openings E SHEET NOTES Per Table 704.8 & Section 704.8.1 FBC 2007) A REFER TO SHEET A1.03 FOR GENERAL NOTES U 0- Architectural Site Plan PROPERTY SIGN (PROVIDE POWER) w ti 0 w a. 0 C0 Z t1J W w CD LIFT STATION 0 (BY OTHERS) t \ Tw, .•. 1. % 4\ t l PROPERTY SIGN (PROVIDE POWER) i t , Building Building Type Side or Portion of Building Distance To Property Line % Opening Allowed % Opening Provided 1 III -A Left Elev. 15'-0" 15% 11.5% 2 III Right Elev. 15'-0" 15% 11.5% 3 III -A Left Elev. 14'-10" 15% 11.5% 4 XVIII Right Elev. 14'-10" 15% 5.8% PROJECT LOCATION B REFER TO CIVIL PLANS FOR ALL SIDEWALK LOCATIONS, PARKING COUNTS, HANDICAP PARKING AND ACCESSIBILITY DETAILS, AND BUILDING LOCATIONS. C CONTRACTOR TO VERIFY CONDENSER PAD LOCATIONS WITH SITE CONDITIONS. D FLORIDA YARDS & NEIGHBORHOOD CERTIFICATION IS REQUIRED ON ALL LANDSCAPING LEGEND BUILDING NUMBER X NO. OF UNITS X X BUILDING TYPE LOCATION OF UFAS UNITS LOCATION OF VISUAL I HEARING IMPAIRED UNITS @ GROUND FLOOR PRETTY POND RD DAUGHTERY RD NORTH NTF FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 j AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL c m� 0o g U�W d SET DISTRIBUTIONS: 08118/10_ Bid & P emit Set { EDITED BY: JT PROJECT NO. 10-2651 Architectural Site Plan A2mOl POST TENSION SLAB (OPTION) POST TENSION SLAB (CONT.) JUGENERAL N 0 0 N 0 a 0 a 0 0 M 0 SS C 0 U 3 -a 0 a co N n • 01 CONTRACTOR HAS THE OPTION OF PROVIDING A POST -TENSION SLAB SYSTEM IN LIEU OF THE MONOLITHIC 32 ALL FIELD ELONGATIONS SHOULD BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CUTTING THE SLAB SYSTEM SHOWN IN THESE DRAWINGS. IF THE CONTRACTOR CHOOSES TO TAKE THIS OPTION, THE TENDON TAILS. CONTRACTOR MUST SUBMIT COMPLETE POST -TENSION DESIGN DRAWINGS WITH DETAILS, SIGNED AND SEALED BY AN ENGINEER REGISTER IN THE STATE WHERE THE PROJECT IS LOCATED, TO THE ARCHITECT AND 33 STRAND SHALL BE COATED WITH A PERMANENT RUST PREVENTATIVE COATING AND ENCLOSED WITHIN AN STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. EXTRUDED PLASTIC SHEATHING. FIELD TAPE ANY TEARS IN THE SHEATHING AND UP TO THE STRESSING ANCHORAGE PRIOR TO CONCRETE PLACEMENT. 02 PROVIDE ALL NECESSARY BAR SUPPORT AND TIES IN ACCORDANCE WITH THE LATEST A.C.I. DETAILING MANUAL. 03 PROVIDE 3/4" COVER TOP AND BOTTOM FOR POST -TENSION CABLE AND 3/4" COVER FOR MILD STEEL REINFORCEMENT. 04 ADD HOOK LENGTHS TO BARS SHOWN THUS: L 05 FREE MOVEMENT OF THE BEAMS IN THE FORM MUST BE INSURED DURING PRE -STRESSING 06 REINFORCING LENGTH MAY VARY BY A MAXIMUM OF 3 INCHES TO ELIMINATE WASTE. 07 HEIGHTS OF STRANDS ARE MEASURED FROM BOTTOM OF THE SLAB TO THE CENTERLINE OF STRAND, OR CENTROID OF STRAND GROUP. 08 STRANDS MAY BE STRESSED WHEN CONCRETE ACHIEVES 75% OF THE REQUIRED 28 DAY STRENGTH. 09 THE POST -TENSION CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND STRESSING CALCULATIONS, BOTH CERTIFIED BY A PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT TO BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO CONSTRUCTION. NO PLACEMENT OF TENDONS SHALL COMMENCE WITHOUT APPROVED DRAWINGS. REVIEW OF SHOP DRAWINGS IS FOR GENERAL DETAIL AND ARRANGEMENT ONLY. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR DIMENSIONS AND FIT. THEIR APPROVAL BY THE STRUCTURAL ENGINEER AND ARCHITECT IS NOT TO BE CONSTRUED AS A WAIVER OF CONSTRUCTION CONTRACT REQUIREMENTS OR RESPONSIBILITIES, UNLESS THE CONTRACTOR HAS REQUESTED A DEVIATION IN WRITING. 10 SHOP DRAWINGS ARE TO INDICATE STRAND SPACING, PROFILE, CHAIR HEIGHTS AND SPACINGS, STRESSING FORCES AND ANTICIPATED ELONGATION. 11 POST -TENSION CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER AND ARCHITECT THREE (3) COPIES OF ELONGATIONS AND FORCES BOTH CALCULATED AND MEASURED, IMMEDIATELY AFTER WORK IS COMPLETE. 12 THE FORCES SHOWN ON ANY DRAWING SHALL BE THE EFFECTIVE FORCES AT ANY POINT ALONG THE STRAND LINE AFTER ALL LOSSES HAVE OCCURRED. 13 ALL FORM WORK SHORING MUST BE LEFT IN PLACE UNTIL STRESSING IS COMPLETED. 14 A MINIMUM OF TWO STRANDS SHALL PASS THROUGH EACH COLUMN OR VERTICAL SUPPORT. 15 ALL POCKETS REQUIRED FOR ANCHORAGES SHALL BE ADEQUATELY REINFORCED NOT TO DECREASE THE STRENGTH OF THE STRUCTURE. ALL POCKETS SHALL BE WATERPROOFED TO ELIMINATE WATER LEAKAGE THROUGH THE POCKET. 16 TENDONS SHALL BE DRAPED TO A DOUBLE PARABOLIC PROFILE BETWEEN SUPPORTS AND SHALL CONFORM TO THE CONTROL POINTS SHOWN IN THE TENDON OR GROUP OF TENDONS. LOW POINTS ARE AT MID SPAN UNLESS OTHERWISE NOTED. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE FURNISHED TO ADEQUATELY HOLD THE TENDONS DURING THE CONCRETE PLACEMENT. 17 IN ACCORDANCE WITH A.C.I., ALL CONCRETE SHALL BE PRE -STRESSED TO PROVIDE A MINIMUM AVERAGE COMPRESSIVE STRESS OF 100 PSI ON GROSS CONCRETE AREA, USING EFFECTIVE PRE -STRESS AFTER LOSSES. CONTRACTOR SHALL PROVIDE MINIMUM FORCE IN ALL CONCRETE WHETHER OR NOT SPECIFICALLY IDENTIFIED ON DRAWINGS. 18 ALL DESIGN, MATERIAL, AND WORKMANSHIP FOR THE POST -TENSIONED SLAB ON GROUND SHALL CONFORM TO: "DESIGN AND CONSTRUCTION OF POST -TENSIONED SLABS -ON -GROUND" PUBLISHED BY THE P80ST-TENSIONING INSTITUTE. 19 THIS SLAB -ON -GROUND DESIGN IS IN ACCORDANCE WITH ACCEPTABLE ENGINEERING PRACTICES FOR THE PROJECT SPECIFICALLY STATED ON THESE DRAWINGS. THESE DRAWINGS MAY NOT BE USED FOR ANY OTHER LOCATION. 20 THE SLAB -ON -GROUND DESIGN SHALL BE DESIGNED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION PERFORMED BY: FAULKNER ENGINEERING SERVICES DATED SEPTEMBER 24, 2007 1. BEARING PRESSURE = 2,000 PSF 2. SUBGRADE MODULUS =150 PCI 21 THE DESIGN SHALL BE ONLY APPLICABLE IF THE SUPPORTING SOILS ARE PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 22 THIS SLAB -ON -GROUND SHALL BE DESIGNED TO CONTROL TEMPERATURE AND SHRINKAGE CRACKS. INITIALLY, IT MAY SUSTAIN SHRINKAGE AND TEMPERATURE CRACKS DURING NORMAL CONCRETE CURING. 23 FINAL GRADE AND A REASONABLY UNIFORM MOISTURE CONTENT SHALL BE MAINTAINED FOR THE LIFE OF THE STRUCTURE, INCLUDING DURING CONSTRUCTION. 24 SUBGRADE PREPARATION SHALL BE AS DEFINED AS NOTED IN THE SOIL REPORT. 25 A CONTINUOUS 6 MIL POLYETHELENE SHEET SHALL BE PROVIDED BELOW THE SLAB -ON -GROUND (USE 12" LAPS). 26 ALL DIMENSIONS, BRICKLEDGES, DROPS, OFFSETS, OPENINGS, INSERTS, ETC., SHALL BE FIELD VERIFIED W ARCH./ STRUCTURAL PLANS PRIOR TO THE PLACEMENT OF THE SLAB -ON -GROUND. 27 ALL CONCRETE SHALL COMPLY WITH ACI-318 AND HAVE A MAXIMUM SLUMP OF 4" AND HAVE A MINIMUM SPECIFIED 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. CALCIUM CHLORIDE OR ANY ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED. 28 CONCRETE SHALL BE WELL CONSOLIDATED, ESPECIALLY IN THE VICINITY OF POST -TENSIONING ANCHORAGES. FORMS SHALL BE STRIPPED WITHIN 5 DAYS OF CONCRETE PLACEMENT, BUT NO LESS THAN 24 HOURS. 29 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND BE INSTALLED PER ACI-318. ALL REINFORCING SHALL BE SECURED AND SUPPORTED TO SUFFICIENTLY MAINTAIN THEIR POSITIONS UNTIL THE CONCRETE HAS CURED. 30 WHERE REINFORCING STEEL IS SHOWN IN EXTERIOR BEAMS, PROVIDE MATCHING CORNER BARS LAPPED A MINIMUM OF 30 BAR DIAMETERS. 34 FULLY STRESSED TENDONS SHALL BE CUT 1" WITHIN THE FACE OF THE CONCRETE. AFTER THE TENDON TAILS HAVE BEEN CUT OFF, A RUST PREVENTATIVE MATERIAL SHALL BE COATED ON THE EXPOSED ANCHOR AND TAIL. THE STRESSING POCKETS SHALL THEN BE FILLED WITH A STIFF, NON -SHRINK GROUT. 35 SEE STRUCTURAL DRAWINGS FOR ATTACHMENT OF STUD WALLS TO FOUNDATION. INTERIOR FOOTINGS SHALL BE CENTERED UNDER LOAD BEARING WALLS TO DISTRIBUTE LOAD EVENLY TO FOUNDATION. SEE STRUCTURAL DRAWINGS FOR DIMENSIONS. 36 THESE SLABS SHALL BE DESIGNED USING THE PROPERTIES OF THE ABOVE REFERENCED GEOTECHNICAL REPORT. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR DIFFERENTIAL SETTLEMENT, SLAB CRACKING, OR OTHER FUTURE DEFECTS RESULTING FROM UNREPORTED CONDITIONS, OR CONDITIONS VARYING FROM THOSE SPECIFIED IN GEOTECHNICAL REPORT. 01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL CHAPTERS OF THE 2007 FLORIDA BUILDING CODE (FBC). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND ALL LOCAL REQUIREMENTS. 02 DESIGN LOADS: A. SEE DESIGN CRITERIA ON STRUCTURAL DRAWING S4.01. B. FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS AND COLUMNS. C. WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. D. COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS E. DESIGN ROOF SNOW LOAD: N/A F. SEISMIC: N/A 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE ARCHITECT PRIOR TO CONSTRUCTION OF WORK. 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. 06 REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES ® FOUNDATION PREPARATION CONCRETE 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF BASED ON A GEOTECHNICAL REPORT BY FAULKNER ENGINEERING SERVICES DATED SEPTEMBER 24, 2007. SHOULD CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF WORK. 02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED FILL. 03 CONCRETE FOR FOUNDATIONS: A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI SLAB ON GRADE 3000 PSI WALLS 3500 PSI B MAXIMUM CONCRETE SLUMP SHALL BE 4". C SLAB ON GRADE SHALL BE 4" THICK WITH WWF 6 x 6 -W1.4 x W1.4. SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89. D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 318, 304 AND 301. E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM Al85. G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: SLAB ON GRADE 1-1/2" WALLS 2" FOOTINGS 3" I GRADE BEAMS SHALL BE FORMED ON SIDES. 04 ALL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 12% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE. THE UPPER 1-FOOT BELOW PAVEMENTS SHOULD BE COMPACTED TO 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION. 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF T-6" BELOW FINAL GRADE WHEN BEARING ON SOIL, UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF V-6" TO BOTTOM OF CONCRETE. 08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A WALL LENGTH OF AT LEAST 25 FEET, WALLS MAY BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE ROCK AND PINNING THE WALL TO ROCK WITH #6 x T-0" LONG DOWELS AT 2'-8" ON CENTER, GROUTED INTO ROCK, EXTENDING V-6" INTO ROCK. NO FROST PROVISIONS ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS. 09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BOTTOM OF THE EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. 10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. 11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED. 13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. 01 ALL CONCRETE WORK TO COMPLY WITH ACI 301 AND 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE. 02 EXTEND BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING 12" MINIMUM BELOW FINISHED GRADE, U.N.O. 03 MINIMUM CONCRETE STRENGTH SHALL BE 3000 PSI AFTER 28 DAYS, U.N.O. PROVIDE TEST REPORTS ON EACH BUILDING TO THE OWNER AND THE ARCHITECT. 04 PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. PROVIDE BROOM FINISH TEXTURE FOR ALL EXTERIOR SLAB AREAS U.N.O. ALL HANDICAPPED RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO THE SLOPE. 05 PROVIDE CONCRETE SLAB FOR AIR CONDITIONER COMPRESSOR AS REQUIRED BY EQUIPMENT MANUFACTURER. COORDINATE PLACEMENT OF SLAB WITH FINISH GRADING AT COMPRESSOR LOCATION. 06 ALL SIDEWALKS SHALL SLOPE AWAY FROM BUILDING. SUBMITTALS 01 THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS FOR REVIEW: (IF APPLICABLE) A REINFORCING STEEL FOR CAST -IN -PLACE CONCRETE B CONCRETE DESIGN MIXES 02 THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS AND STRUCTURAL CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THIS PROJECT: A STEEL STAIRS B TIMBER TRUSSES AND/OR WOOD I -JOISTS, STRUCTURAL AND TIMBER FABRICATIONS C PRE -STRESSING TENDONS •%•� wren =lllclll �� 11=III= Oki / ENGINEERING r11=U1 ti GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmdaren.com F. a Ba ` FORUME I? ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 c 745 orienta avenue, suite 1121 m altamonte springs, tl 32701 f phone: 407.830.1400 05 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 0 a Q Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: JT z PROJECT NO. 10-2651 z rn General Notes - Structural z U.. U z 31 PRESTRESSING STEEL: PRESTRESSING STEEL USED IN TSI MONOSTRAND UNBONDED POST -TENSIONING OF TENDONS SHALL BE 7-WIRE STRAND AND BE CLEAN AND FREE FROM CORROSION. STEEL WILL CONFORM TO "d. R10t.•' :5 ASTM A-416, GRADE 270 LOW RELAXATIONU. ar R. '41 0 L . S3.00 FOOTING SCHEDULE SHEET NOTES n a� 8 �d i� 0 0 0 a� c 0 a I r- W) 0 LO N >, c 0- 0 LL 05 WW F Q_ 1 70 6" 1J V 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 10 _14- 1 P �a M O6 05 Condenser Pads 1/4 "=1'-0" — NAIL DUPLEX NAILS TO P.T. SILL PLATE TOP OF FORM BOARD 1/2" SILL SEALER SIMPSON MAS IMPSON MAS 4" 1 i TERMITE SHIELD W/ SILL SEALER PER ARCH. STEP 1 STEP 2 Simpson MAS Install Alternate to Quick Tie Epoxy Anchors 1 1/2"=1'-0" FOUNDATION PLAN DIMENSIONED TO EDGE OF CONC. SLAB, TYP. FLOOR PLAN DIMENSIONED TO FACE OF STUD, TYP. Slab Edge Detail sUhtuULt Footin Deta i I DF-10 - @ PSL Post 1/2" N ir SEE PLAN 1/2 2 S3.01 03 < 4. w: a2 e- ' T- gAt Footin Detail Patio Edge REINFORCEMENTS SIZE BOTTOM TOP MARK COMMENTS L W D SHORT BAR LONG BAR SHORT BAR LONG BAR F-1 CONT. 28" N M. @ 24I OC 3 #5 -- 145 F-2 CONT. 30" 20" #3 @ 24" OC 3 #5 w __ F-3 CONT. 24" 20" #3 @ 24" OC 3 #5 --- --- FA CONT. 16" 28" -- 345 #5 --- --- F-5 CONT. 12" 12" -- 1 #5 -- 145 F-6 CONT. 16" 12" -- 2 #5 -- -- F-7 PER PER 26" #5 @ 12" OC #5 @ 12" OC _ -- PLAN PLAN MIN. MAX F-8 CONT. 12" 22" -- 1 #5 -- 145 F-9 24" 24" 26"MIN. 3 #5 3 #5 -- _- F-10 32" 32" 20" 3 #5 3 #5 -- _- MIN. 3/4"=1'-0" j—.(2 2 S3.01 S3.01 601— 00� —� 01 03 1/2" 1 03 1/2" 0 -0 " - I W s i i co �4 W-PER S HEDULE 1 02 F-1 PILASTER SEE ARCH. PLAN FOR SIZE _. Footing Detail 3"=1'-0" 3/4"=1'-0" At Pilaster L SEE FND. PLANS 01 FOR ELEVATION VARIES LU — --= D -- n w U, ww a= U socn 02 PER SCHEDULE 3/4"-1'-0" SLOPE GRADE w w EXTEND TURNDOWN AS REQ. PER GRADING PLANS TO MAINTAIN MIN. DEPTH BELOW FIN. GRADE. COORDINATE W/ CIVIL DWGS. 02 PER SCHEDULE Footing Detail F66 Footin Detai I At Stair SEE FND. PLANS FOR ELEVATION -11 a u 0 F-5 Footin Detail At Breezeway End / Sidewalk 3/4"=1'-0" 2 S3.01 01 03 1/2" 1 I W %0'-0" w �_ 02 I. EQ. EQ. I. PER F-4 Footin Detail F-34 At Unit / Breezeway F-3 !At ootin Detail Int. Bearing Wall or Shear Wall Footing Detail At Tenant Separation 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2 S3.01 01 03 1/2" 0'-0" I r- "I °O 2� SLOPE GRADE w 1 -J a w EXTEND TURNDOWN AS _ REQ. PER GRADING PLANS ^ u ' TO MAINTAIN MIN. DEPTH J 02 I BELOW FIN. GRADE. • _ •— .J COORDINATE WI CIVIL DWGS. ^ a a PER SCHEDULE D1At Footin Detail Ext. Wall A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION NOTES B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALKS KEY NOTES 01 5" THICK MIN CONCRETE SLAB W/ 6x6 W1.4xW1.4 WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER TERMITE TREATED, WELL COMPACTED SOIL 02 REINFORCEMENT PER FOOTING SCHEDULE 03 2x PT BOT PLATE, SEE SHEAR WALL SCHEDULE AND DETAILS FOR ANCHORAGE REQUIREMENTS USE (2) 2x4 PLATES AT NON -LOAD BEARING TENANT WALL 04 EXPANSION JOINT: 1/2" THICK, 4" WIDE CONTINUOUS BITUMINOUS MATERIAL WHERE SLABS ABUT EACH OTHER 05 4" THICK CONCRETE PADS W/ WWF TYP, COORDINATE PLACEMENT TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING 06 ADJUST SIZE OF CONCRETE PADS AS NECESSARY TO MEET COMPRESSOR MANUFACTURER'S REQUIREMENTS FOR CLEARANCE AND MAINTENANCE ,tA c aren ENGINEERING �T1=1T1 Oft^ Ti= �/► GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmdaren.cQ;�11111111J. - • ",.''�GEN �% 9 D FORUME t 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 g 745 orienta avenue, suite 1121 t altamonte springs, fl 32701 c phone:407.830.1400 0e fax: 407.830.4143 B AA0002731 www.fbrumarchitecture.com " Fort King Colony e Apartments City of Zephyrhills, FL i SET DISTRIBUTIONS: EDITED BY: PROJECT NO. 10-2651 i i Foundation Details i & Schedules S3.01 At Column 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" F-1 1 ul 3 S3.11 io 94'•4 518" 2 S3.11 n Unit C1 �Patio Detail 188'-91/4" 11'-11518" 37-41/8' 9'-10112" r 3=10112" 9'-61/2" — —• O �4 rUJ J------- I F-?, F-7 r--- --1 F-7 r�i1-------i. j — ----- �� I �? Ii `" r 9? F-1 i 1 F-1 " '� i' i I i 4 0 r 1� , I -?� --4-1 -----1 I I r---------- -- I I I I , CO F-1 L 1 I' ``4 I 4----- 1 I �? 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REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS 03 PSL POST, REFER TO FLOOR & ROOF FRAMING PLANS FOR POST SIZES 04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.) 05 CONTRACTOR TO VERIFY ALL CONDENSER PAD LOCATIONS WITH SITE CONDITION. MAINTAIN THE FOLLOWING: -18" MIN. FROM BLANK WALL - 36" MIN. FROM FACE OF ELECTRICAL PANEL - 36" MIN. FROM WINDOW LEGEND EDGE OF FOOTING BELOW EDGE OF SLAB NO STEP INT LOAD BRG WALLS CJ CONTROL JOINT FOMERU ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, f132701 phone: 407.830.1400 1 fax: 407.830.4143 AA0002731 www.fdrumarchkecWre.com Fort King Colony Apartments City of Zephyrhills, FL `�.♦� i PROJECT NO. 10-2651 �III�III...McLsk!en0 IIIII��111 err NEERING R.GROUP o T III FL CofA #7992 Bldg Type 5728 Major Blvd., Suite 603, Orlando, FL 32819 Foundation Plan tY Tel. 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IN SLAB AS SHOWN (TYP.) 05 CONTRACTOR TO VERIFY ALL CONDENSER PAD LOCATIONS WITH SITE CONDITION. MAINTAIN THE FOLLOWING: -18" MIN. FROM BLANK WALL - 36" MIN. FROM FACE OF ELECTRICAL PANEL - 36" MIN. FROM WINDOW LEGEND EDGE OF FOOTING BELOW EDGE OF SLAB NO STEP INT LOAD BRG WALLS CJ _ CONTROL JOINT •fAIVIMC! eaNEERING III"�1111 GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.cQ�t/1���///��� �� �.•• N �''' ♦ice an • w R.F. #52514 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. j PLANNING I ARCHITECTURE I INTERIOR DESIGN ! i 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 i www.forumarchitecture.com I Fort King Colony Apartments 4 City of Zephyrhills, FL 0 ° c 0 2 0 a c Q P SET DISTRIBUTIONS: a 08h 8110 . 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VAPOR BARRIER LAP AND TAPE OVER TERMITE TREATED, WELL COMPACTED SOIL 02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS 03 PSL POST, REFER TO FLOOR & ROOF FRAMING PLANS FOR POST SIZES 04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.) 05 CONTRACTOR TO VERIFY ALL CONDENSER PAD LOCATIONS WITH SITE CONDITION. MAINTAIN THE FOLLOWING: -18" MIN. FROM BLANK WALL - 36" MIN. FROM FACE OF ELECTRICAL PANEL - 36" MIN. FROM WINDOW LEGEND EDGE OF FOOTING BELOW EDGE OF SLAB NO STEP 757� INT LOAD BRG WALLS CJ CONTROL JOINT _f"_ llllllllll 111=III'��• 5728 Major Tel. (40' - - Web 3 FORUM 0 L 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 E phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com 0 L U � A Q E �° T H E N al, H C NA -AN o U 0 ROU P >r OF FLORIDA, INC. m IU C ' a x 0 , . r 3 Fort King Colony Apartments L 0 N C U E City of Zephyrhills, FL 0 v C 0 N 0 fA 0 U 7 0 a S C Q m 3 N 0 L C 0 0 0 c , U 2 SET DISTRIBUTIONS: U 08/18/10 Bid & Permit Set c U N a , N 0 _T C 0 0 N 7 ' tll N l0 U ' C U C Q SHEET REVISIONS: u 5 u n 5 u 3 5 L T u i i ll EDITED BY: JT n u z PROJECT NO. 10-2651 9 Bldg Type XVIII Foundation Plan C . u u C C' C S3.21 LT ' J WOOD STRUCTURAL PANEL (PLYWOOD) 01 PLYWOOD FOR SUBFLOOR (FLOOR SHEATHING) OVER SAWN LUMBER SHALL BE 5/8" C-D EXT., SPECIES GROUP 3, APA IDENTIFICATION INDEX 32/16. INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. 0 LUMBER 01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,600,000 PSI IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. FORUME r _4) 8 02 PLYWOOD FOR SUBFLOOR (FLOOR SHEATHING OVER WOOD TRUSSES) SHALL BE 3/4" C-D EXT., SPECIES GROUP 3, APA IDENTIFICATION INDEX 40/20, GLUED TO TOP OF TRUSS AND SCREWED TO TOP FLANGE AT 12" 02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING, ON CENTER. 03 PLYWOOD FOR ROOF SHEATHING SHALL BE 5-PLY Y2" APA RATED SHEATHING EXP.1, APA IDENTIFICATION INDEX 32/16, OR BETTER. 04 PLYWOOD ROOF SHEATHING SHALL BE NAILED TO TRUSSES AS PER ROOF ZONE FASTENING PLAN. 05 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. 06 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). 07 LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. MICROLLAM® OR PARALLAM® BEAMS 01 MICROLLAMO OR PARALLAMS BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL. 02 MICROLLAMO BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1.9X10"6PSI FB = 2,600 PSI FT = 1,555 PSI FC = 750 PSI FC, PARALLEL = 2,510 PSI FV = 285 PSI 03 PARALLAMO BEAMS HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 2X10"6PSI FB = 2,900 PSI FC = 750 PSI FC, PARALLEL = 2,900 PSI FV - 290 PSI 04 BEAMS MUST BE LATERALLY SUPPORTED AT TOP. 05 MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 3-112" AT INTERMEDIATE SUPPORTS. 06 MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRE -CUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES. 04 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE IN TABLE 2304.9-1 OF CHAPTER 23 OF THE 2007 FBC. TRUSSES 01 SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES. 02 SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE DESIGNED TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN 1/240 OF THE SPAN. MAXIMUM DEFLECTION UNDER FULL DESIGN LOAD SHALL BE LIMITED TO 1/180 OF THE SPAN. 03 ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT. 04 LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE (2" THICK NOMINAL) AT SPACING NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED. 05 BOTTOM CHORDS OF WOOD TRUSSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10 FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN INTERMEDIATE BAYS AT 20 FEET SPACING. 06 THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING. ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE. X �'A' VAT, Mcip ren 1IIIII1IIII NGINEERING MINI GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmdaren.com 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.fbrumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT PROJECT NO. 10-2651 General Notes - Framing i A4 S4.00 Iq v, ate. 0 0 0 0 0 N 0 0 a 0 W) 0 N 0 U U_ -z W a .Q 0 it 0 ti Q C) a E) EXTEF EXTEF 1. ALL HORIZONTAL & VERTICAL JOINTS SHALL OCCUR OVER FRAMING & SHALL BE ATTACHED IN SPACING SHOWN ON SHEAR WALL SCHEDULE @ SHEAR WALLS. SOLID 2X BLOCKING OR FRAMING MEMBER SHALL BE AT ALL PANEL EDGES. 2. FOLLOW SHEATHING ORIENTATION DIAGRAM. F FLOOR t TRUSS BRG. Shear Wall Sheathing Layout & Nailin Typ. Conditions Shown Shear Wall "T" SW-3 at SW-1 - Upper Floors 1 1/2"=1'-0" Shear Wall 'IT" SW-2 at SW-1 - Upper Floors 1 1/2"=V-0" \ Shear Wall "T" SW-2 at SW-1 - Ground Floor 1 1/2"=1'-0" EXTEI Patterns Shear Wall "T" STUD PLATE N.T.S. SW-3 at SW-1 - Ground Floor 1 Shear Wall Interior SW-2 at SW-2A - Upper Floors 1 1/2"=1'-0" Shear Wall Interior SW-2 at SW-2A - Ground Floor 1 SHEAR WALL SCHEDULE SHEAR FRAMING EXTERIOR SHEATHING INTERIOR SHEATHING BASE CONNECTIONS WALL LEVEL TYPICAL STUDS PER SHEATHING SCREW PATTERN SHEATHING SCREW PATTERN CONT. PLATE TO HOLD-DOWNS @ MARK STUDS END/OPG TYPE TYPE DECKISLAB EACH END EDGES INTERMED. EDGES INTERMED. 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON CS1611" 3RD. FLR. 2x4 @ 16" O.C. 2 - 2x4 7/16" O.S.B. 10d @ 6" O.C. 10d @ 12" O.C. GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 12" O.C. BEYOND TRUSSES @ EACH END W/ WALLBOARD @ 7" O.C. @ 7" O.C. (11)10d SW-1 3 3 , NAILS EXTERIOR 2x4 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON MST160 W/ 2ND. FLR. @ 16" O.C. 2 - 2x4 7/16" O.S.B. 10d @ 6" O.C. 10d @ 12" O.C. GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 8" O.C. (60)10d NAILS WALL WALLBOARD @ 7" O.C. @ 7" O.C. 3 3 1 7 3x4 1- 3x4 7/16" O.S.B. (15/32" P.T. 5/8" F.R. 1 114"BUGLE 1 1/4"BUGLE 112" DIA 10" LONG SIMPSON HDUB-SDS2.5 OR 1ST. FLR. @ 16 O.C. 1- 2x4 PLYWOOD @ 10d @ 4" O.C. 10d @ 6" O.C. GYPSUM HEAD SCREWS HEAD SCREWS A307 A.B. @ 16" OC, HTT5 W/ (26)16d X 2 1ST4') WALLBOARD @ 4" O.C. @ 4" O.C. TYP 1/2 3 5/8" F.R. 3 0 , z 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON CS1611" 3RD. FLR. 2x4 @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 12" O.C. BEYOND TRUSSES @ EACH END WI (11)10d SW-1A WALLBOARD @ 7" O.C. @ 7" O.C. NAILS 3 , r BRZWY. 2x4 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON MST160 W/ EXTERIOR 2ND. FLR. .C. @ 16" O.C. - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 8" O.C. (60)10d NAILS WALL WALLBOARD @ 7" O.C. @ 7" O.C. 3 7 1 3x4 1- 3x4 5/8" F.R. 1 1l4" BUGLE 1 114" BUGLE 1/2" DIA 10" LONG SIMPSON HDUB-SDS2.5 OR 1ST. FLR. @ 16 O.C. 1 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS A307 A.B. @ 16" OC, HTT5 W/ (26)16d X 2 WALLBOARD @ 4" O.C. @ 4" O.C. TYP 1/2 3 7 1 1 2 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON CS1611" 3RD. FLR. 2x4 @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 12" O.C. BEYOND TRUSSES @ EACH END W/ (11)10d SW-2 WALLBOARD 8 @ 7" O.C. @ 7" O.C. NAILS t � INTERIOR 2x4 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON MST160 W/ TENANT 2ND. FLR. @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 8" O.C. (60)10d NAILS WALL WALLBOARD e @ 7" O.C. @ 7" O.C. 3 7 7 3x4 1- 3x4 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE 1/2" DIA 10" LONG SIMPSON HDU8 5 OR 1ST. FLR. @ 16 O.C. 1 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS A307 A.B. @ 16" OC, HTT5 W// (26) 26)16d X 2 WALLBOARD e @ 4" O.C. @ 4" O.C. TYP 3 Go 1/2 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON CS1611" 3RD. FLR. 2x4 �� @ 16 O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 12" O.C. BEYOND TRUSSES @ EACH END W/ (11)10d SW-2A WALLBOARD e @ 7" O.C. @ 7" O.C. NAILS 3 , , INTERIOR 2x4 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON MST160 W/ TENANT 2ND. FLR. @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 8" O.C. (60)10d NAILS WALL WALLBOARD e @ 7" O.C. @ 7" O.C. 3 7 7 3x4 1- 3x4 5/8" F.R. GYPSUM BD +7/16" O.S.B. ONE SIDE 1 1/4" BUGLE 1 1/4" BUGLE 1/2" DIA 10" LONG SIMPSON HDU8-SDS2.5 OR 1 ST. FLR. @ 16" O.C. 1- 2x4 W/ 10d NAILS @ 4" O.C. HEAD SCREWS HEAD SCREWS A307 A.B. @ 16" OC, W/ (26)16d X 2 EDGES & 12" O.C. INT @ 4" O.C. @ 4" O.C. TYPHTT5 1/2 3 7 7 1 Y 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON CS1611" 3RD. FLR. 2x4 @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 12" O.C. BEYOND TRUSSES @ EACH END W/ (11)10d WALLBOARD e @ 7" O.C. @ 7" O.C. SW-3 3 r NAILS INTERIOR 2ND. FLR. 2 - 2x4 5/8" F.R. GYPSUM 1 1/4" BUGLE HEAD SCREWS 1 1/4" BUGLE HEAD SCREWS (2)16d @ 8" O.C. SIMPSON MST160 WI WALL @ 1611 O.C. WALLBOARD+ @ 7" O.C. @ 7" O.C. (60)10d NAILS 7/16" O.S.B. ONE > SIDE W/ 10d NAILS 3x4 @ 16" O.C. 1 1/4" BUGLE 1 1/4" BUGLE 1/2" DIA 10" LONG SIMPSON 1ST. FLR. (BRG.) 1- 3x4 @ 4" O.C. EDGES HEAD SCREWS HEAD SCREWS A307 A.B. @ 16" OC, HDU8-SDS2.5 OR 2x4 @ 16" O.C. 1- 2x4 & 12" O.C. INT. @ 4" O.C. @ 4" O.C. TYP� HTT5 W/ (26)16d X 2 (NON-BRG.) 3 0 0 s 112 E WALL OPENING COMPONENTS AND CLADDING PRESSURE TABLE (ASCE 7-05 FIGURE 6-3) L (BUILDING TYPE III)= 188.8' MAX L (BUILDING TYPE XVIII)= 94.0' MAX B = 63.2 FT EAVE - 30.7 FT END ZONE STRIP - 6.3 FT GARAGE DOOR= N/A HEIGHT COEFFICIENT 1.07 AREA * (SQ. FT.) COEFFICIENT DESIGN PRESSURES (+/-) INTERIOR ZONE (4) 10 1.07 37.8 -40.9 20 1.07 36.1 -39.3 50 1.07 33.9 -37.1 100 1.07 32.1 -35.4 END ZONE (5) 10 1.07 37.8 -50.6 20 1.07 36.1 -47.1 50 1.07 33.9 -42.6 100 1.07 32.1 -39.3 * IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURE ASSOCIATED W/ SMALLER AREA. E: Shear Wall Corner SW-1 or SW-1A at Upper Floors 1 1/2"=1'-0" E: Shear Wall Corner- SW-1 or SW-1A at Ground Floor 1 1/2"=1'-Q" N DESIGN CRITERIA (BY CODE MIN.) APARTMENTS: APT. FLR. BALCONY STAIR LND. BRZWY. ROOF ROOF SLOPE = 70<RS<270 TRUSSES TRUSSES JOISTS TRUSSES TRUSSES TCLL 40 100 100 80 20 BASIC WIND SPEED =110 MPH WIND IMPORTANCE FACTOR I =1.00 WIND EXPOSURE CATEGORY = EXPOSURE B FULLY ENCLOSED STRUCTURE 0 a TCDL 17.5 40 20 35 15 BCDL 5 10 10 10 10 TOTAL (PSF) 62.5 150 130 125 45 APPLICABLE INTERNAL PRESSURE USI --- -- --- -- 25% COEFFICIENTS = +/- 0.18 SPACING 24" O.C. 24" O.C. 16" O.C. 24" O.C. T 24" O.C. E DESIGN CRITERIA (PROJECT IS DESIGNED) APARTMENTS: APT. FLR. BALCONY STAIR LND. BRZWY. ROOF ROOF SLOPE = 70<RS<270 TRUSSES TRUSSES JOISTS TRUSSES TRUSSES TCLL 40 100 100 80 20 BASIC WIND SPEED =140.0 MPH WIND IMPORTANCE FACTOR 1=1.00 WIND EXPOSURE CATEGORY = EXPOSURE B FULLY ENCLOSED STRUCTURE ¢ TCDL 17.5 40 20 35 15 BCLL BCDL 5 10 10 10 10 TOTAL (PSF) 62.5 150 130 125 45 APPLICABLE INTERNAL PRESSURE USI -- -- --- -- 25% COEFFICIENTS = +l- 0.18 SPACING 24" O.C. 24" O.C. 16" O.C. 24" O.C. 24" O.C. NOTE: USI INDICATES UNIFORM STRESS INCREASE, ALLOWING FOR DECKING & FINISH MATERIALS ABOVE ROOF TRUSSES PER TRUSS MFR. SHEAR WALL DETAILS KEY NOTES 01 AIRSPACE: SEE WALL SECTIONS & CONSTRUCTION ASSEMBLY SCHEDULES 02 HOLD DOWNS: SEE SHEAR WALL SCHEDULE, HOLD DOWNS AT SHEAR WALL ENDS INDICATED ON FRAMING PLANS W/ AN ASTERISK (*) 03 2x4 AT 16" OC TYP AT UPPER FLRS, 3x4 @ 16" OC TYP AT FIRST FLR FRAMING OF GROUND FLOOR AT 3 STORY CONSTRUCTION 04 5/8" FR GB AS PER SCHEDULE 05 GB CONT. AT SHEAR WALL INTERSECTION WHERE APPLICABLE 06 EXT SHEAR WALL SHTG FIELD NAIL SPACING 12" OC FOR OSB & PLYWOOD, SAME AS EDGE FOR GYP BD 07 (2) SIMPSON CS16 OR MST160, SEE SHEAR WALL SCHEDULE 08 ALIGN STUD W/ STUD ON FLOOR BELOW 09 NAILING EDGES AT 2x BLOCKING 10 NAILING EDGES AT DOUBLE TOP PLATE 11 NAILING EDGES AT STUDS 12 NAILING EDGES AT SILL PLATE SHEAR WALL SCHEDULE NOTES 01 SIMPSON MAS MUDSILL ANCHOR AT 20" OC MAY BE USED IN PLACE OF QUICK TIE EPDXY ANCHORS, SIMPSON ALTERNATE INSTALLATION MUST BE USED, SEE DETAIL 2/S3.01 02 1/2" DIA EXPANSION BOLTS W/ 7" MIN EMBEDMENT AT 16" OC MAY BE USED IN PLACE OF ANCHOR BOLTS 03 BLOCK ALL SHEAR WALL SHEATHING JOINTS 04 CONFIRM DIA OF ANCHOR BOLTS FOR HOLD DOWNS WITH STRAP MFR 05 THE HILTI DN72 NAIL MAY BE USED IN PLACE OF ANCHOR BOLTS FOR INT. SHEAR WALLS AND SHALL BE PLACED ON THE INT SHEAR WALLS EVERY 8" OC, USE IN CONJUNCTION W/ SCHEDULED HOLD DOWNS AT EACH END OF WALL 06 INT SHTG TYPE & NAILING LISTED APPLIES TO BOTH SIDES OF SHEAR WALLS 07 ALL DRYWALL SCREWS TO BE TYPE "S" OR "W" _P"' M1 •M% Mcip Fen =III=III ��NGINEERING �TlMMI GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmdaren.com 9 FORUME D ARCHITECTURE & INTERIOR DESIGN_ INC. p1 PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL 1 SET DISTRIBUTIONS: 0 SHEET REVISIONS: 9 1 EDITED BY: JT PROJECT NO. 10-2651 Shear Wall Schedule & Details S4.01 Co Cnn 2 a N c 0 0 a 0 0 a 3 0 "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2x4 "L" BRACE (2) 2x4 "L" BRACE 16" 0'-0"-4'-0" 41-0"-8'-0" 81-0"-14'-0" 24" 010"218" 218"610" 60"1210" 12 VARIES CONTINUOUS BEARING UNLESS NOTED OTHERWISE SECTION C-C Gable End Truss Bracing Details Typ. Elevation & Plan Sections Gable End Truss Typ. Section Detail 1 "=1'-0" Over-Framin, Typ. Anchorage SHIM GAP W/ PLYWOOD OR STUDS SIMPSON LTSA24 @ 16" O.C. HEADER NAIL STUDS TOGETHER W/16d NAILS @ 12" O.C. EACH PLY (2) SIMPSON CS20 BLOCK UNDER STUDS ABOVE SIMPSON LTSA24 @ 16" O.C. HEADER NAIL STUDS TOGETHER W/16d NAILS @ 12" O.C. EACH PLY 2x4 STUDS @ 16" O.C. (3) SIMPSON SPH4 ROOF TRUSS 00 @ 24" O.C. Ir SIMPSON MTS12 + H5 co @ EVERY TRUSS o 'GIRDER TRUSS HOLD -' DOWN (2) SIMPSON H2.5 OR SP2@ EVERY STUD DBL. STUD @ GIRDER FLOOR TRUSSES o @ 24" O.C. u 2x BLOCKING IN FLOOR SPACE z @ DBL. STUD o (2) SIMPSON CS20 o @ DBL. STUD SIMPSON CS20 = ti @ EVERY STUD (1) SIMPSON SP1 OR (1) H3 @DBL. STUD o Col a lb—SIMPSON HTT5 W/ Z (26)16d x 21/2" NAILS a o TYP. 1/2" DIA. A307 �_a TYP. STUD A.B. @ 16" O.C. *qrRUSS HOLD DOWNI TYP. LINTEL Typ. GIRDER HOLD DOWN HOLD DOWN N.T.S. (2)SIMPSON HTS20 @ EVERY TRUSS FOR UPLIFT LOAD < 2,900 LBS. SIMPSON MTS12 + H5 @ EVERY TRUSS FOR UPLIFT LOAD <1,455 LBS. SIMPSON HCP2 @ I V III CORNER HIP TRUSS (2) SIMPSON H2.5 OR SP2 @ EVERY STUD 2x4 WALL STUDS @ 16" O.C. DBL. STUD FLOOR TRUSSES @ 24" O.C. (2) SIMPSON CS20 @ DBL. STUD SIMPSON CS20 EVERY STUD 2x4 WALL STUDS @ 16" O.C. (1) SIMPSON SP1 OR (1) H3 EVERY STUD A A A A(1) SIMPSON SP1 OR (1) H3 @ DBL. STUD Fq"— TYP. DIA. A307 A.B. @ 16" O.C. TYP. STUD/TRUSS HOLD DOWN TYP HIP GIRDER HOLD DOWN ALTERNATE SECTION B-B TYP. WALL WALL @ HIP END Typ. 2-Story Brg. Stud Wall & Hold Down 3/4"=1'-0" PRE-ENGINEERED GIRDER TRUSS SIMPSON HGT-4 - @ 4-PLY GIRDER -SIMPSON HGT-3 @ 3-PLY GIRDER -SIMPSON HTT22 - SHIM GAP W/ PLYWOOD OR STUDS SIMPSON LTSA24 @ 16" O.C. HEADER (4) STUDS UNDER NAIL STUDS TOGETHER z EACH GIRDER ? W/16d NAILS 0 1/2" DIA. THRU BOLTS @ 12" O.C. EACH PLY OR 16d NAILS @ 12" O.0 (2) SIMPSON CS20 EACH PLY SIMPSON LTSA24 @ 16" O.C. BLOCKING 2/ (4) STUDS HEADER @ FLR. SPACES SIMPSON CS-20 AT EVERY STUD CDNAIL STUDS TOGETHER W/16d NAILS (4) STUDS UNDER @ 12" O.C. EACH PLY EACH GIRDER z (2) SIMPSON CS20 Q 1/2" DIA. THRU BOLTS o OR 16d NAILS @ 12" O.0 BLOCK UNDER EACH PLY STUDS ABOVE BLOCKING 2/ (4) STUDS SIMPSON LTSA24 @ FLR. SPACES @ 32" O.C. SIMPSON CS-20 NAIL STUDS TOGETHER z AT EVERY STUD z W/16d NAILS V_ @ 12" O.C. EACH PLY (4) STUDS UNDER O � EACH GIRDER 3x4 STUDS @ 16" O.C. 1/2" DIA. THRU BOLTS (3) SIMPSON SPH4 OR 16d NAILS @ 12" O.0 EACH PLY SIMPSON HDU8-SDS2.5 OR HTT5 W/ (26)16d x 21 /2 7/8" DIA. A.B. ,L ROOF TRUSS 0 0 " @ 24O.C. SIMPSON MTS12 + H5 z @ EVERY TRUSS 0 o GIRDER TRUSS HOLD J 7 DOWN 0� (2)SIMPSON H2.5 OR SP2 @ EVERY STUD DBL. STUD @ GIRDER 2x4 STUDS @ 16" O.0 FLOOR TRUSSES @ 24" O.C. 2x BLOCKING IN FLOOR SPACE @ DBL. STUD (2) SIMPSON CS20 Cn o @ DBL. STUD o SIMPSON CS20 z @ EVERY STUD z o DBL. STUD @ GIRDER FLOOR TRUSSES JC) @ 24" O.C. 2x BLOCKING `L IN FLOOR SPACE @ DBL. STUD (2) SIMPSON CS20 @ DBL. STUD SIMPSON CS20 o @ EVERY STUD (1) SIMPSON SP1 OR z zo (1) H3 @DBL. STUD o �- a SIMPSON HTT5 W/ o = i i 1 4 (26)16d x 21/2" NAILS TYP. 1/2" DIA. A307 TYP. STUD A.B. @ 24" O.C. RUSS HOLD DOWNnrp TYP. LINTEL GIRDER HOLD DOWN HOLD DOWN Girder Truss Hold Down Typ. 3-StoryB 1 Uplift Load > 2,900 Lbs. 1 /4"=1'-0" TYP. WALL . Stud Wall & Hold Down STRAPPING SCHEDULE UPLIFT REQUIREMENT RECOMMENDED CONNECTOR MODEL NO. ALLOWABLE LOADS 0 - 720 LBS LTS12 720 LBS 720-1000 LBS MTS12 1000 LBS 1000 -1455 LBS MTS12 + H5 1445 LBS 1455 - 2000 LBS 2 MTS12 2000 LBS 2000 - 2445 LBS 2 MTS18 + H5 2445 LBS SINGLE -PLY GIRDER 1 HTS20 1450 LBS DOUBLE -PLY GIRDER 2 HTS20 2900 LBS TRIPLE -PLY GIRDER HGT-3 + 2 HTT22 10530 LBS SHEAR WALL 175 W/ 26 16dX21/2 5090 LBS HEADER / BEAM ANCHORAGE HEADER SIZE HEADER TO SUPPORT STUDS UP TO 4'-0" 2 SIMPSON MSTA15 ONE EACH SIDE 4'-1" TO 8'-0" 2 SIMPSON MSTI26 ONE EACH SIDE 8'-l" TO 12'-0" (2) SIMPSON MST27 (ONE EACH SIDE) E HEADER / BEAM LEGEND SYMBOL SIZE DESCRIPTION H-1 2 2"x12" #2 S.Y.P. W/ CONT. 7/16" FLITCH H-2 2 211x8" #2 S.Y.P. W/ CONT. 7/16" FLITCH B-1 2 1 3/411xl 1 1/4" LVL B-2 (2)13/4"A 4" LVL B-3 (3)13/4"A 6" LVL FASTEN H-1 & H-2 PLIES TOGETHER WITH 16d NAILS @ 12" O.C. STAGGERED, EACH PLY FASTEN B-1 & B-3 PLIES TOGETHER WITH 2 ROWS OF 16D NAILS @ 12" O.C. FASTEN B-2 AND B-3 PLIES TOGETHER WITH 3 ROWS OF 16D NAILS @ 12" O.C. EA. SD. HEADER / BEAM STUD SCHEDULE @ EXTERIOR WALLS SPAN JACKS EA. SD. KINGS EA. SD. REMARK UP TO 4'-0' 1 1 U.N.O. 4'-1" TO 8'-0" 2 2 U.N.O. 8'-1" TO 12'-0"1 3 3 U.N.O. HEADER / BEAM STUD SCHEDULE @ INTERIOR WALLS SPAN JACKS EA. SD. KINGS EA. SD. REMARK UP TO 4'-0' 1 1 U.N.O. 4'-1" TO 8'-0" 2 1 U.N.O. 8'-1" TO 12'-0" 3 1 U.N.O. 1 /4"=1'-0" "T"^0 @ EVERY TRUSS FOR 900 LBS. SIMPSON MTS12 46 u; rA EVERY TRUSS F( LOAD <1,465 LBS SIMPSON HCP2 CORNER HIP TRl (2)SIMPSON H2.5 @ EVERY STUD DBL. STUD 2x4 WALL STUDS @ 16" O.C. (2)SIMPSON CS2( @ DBL. STUD 44WSIMPSONCS20 @ EVERY STUD 2x4 WALL STUDS z @ 16" O.C. DBL. STUD 0 FLOOR TRUSSES @ 24" O.C. (2) SIMPSON CS2 @ DBL. STUD SIMPSON CS20 EVERY STUD z z' 3x4 WALL STUDS @ 16" O.C. (1) SIMPSON SP1 (1) H3 EVERY STI, (1) SIMPSON SP1 (1) H3 @ DBL. STI 1 4 r777 TYP. 1/2" DIA. A3 A.B. @ 16" O.C. TYP. STUD/TRUSS Typ, HIP GIRDER HOLD DOWN HOLD DOWN WALL @ HIP END IMPSON H10 @ VERY TRUSS IMPSON LTSA24 32" O.C. IMPSON SP2 ), EVERY STUD BL. STUD AIL W/ 16d NAILS ACH PLY @ 12" O.C. !)SIMPSON CS20 ), DBL. STUD IMPSON CS20 )) EVERY STUD BL. STUD AIL W/ 16d NAILS ACH PLY @ 12" O.C. IAGONAL 2X4 RACES EVERY THEIR PANEL AT HEAR WALLS, TYP. LOOR TRUSSES 24" O.C. IMPSON CS20 ), DBL. STUD BL. STUD AIL W/ 16d NAILS ACH PLY @ 12" O.C. ) SIMPSON SP1 OR H3 @ EVERY STUD AX. SIMPSON SP1 OR H3 @ DBL. STUD YP.1/2" DIA. A307 A.B. @ 24" O.C. TYP. GABLE END HOLD DOWN Typ. GABLE END TRUSS HOLD DOWN WALL @ GABLE END 1 /4"=1'-0" SHEET NOTES A SEE SHEET S4.01 FOR SHEAR WALL SCHEDULE B SEE SHEET A1.04 FOR ASSEMBLY DESCRIPTIONS AND FIRE RESISTANCE RATINGS C ANCHORAGE / STRAPPING FOR ENDS OF SHEAR WALLS IS NOT SHOWN AND IS IN ADDITION TO THAT SHOWN HERE KEY NOTES 01 OVERFRAMING PER FRAMING PLANS & MFR SHOP DWGS 02 SIMPSON MTS12 + H5 OR APPROVED EQUALS AT EACH END OF TRUSS 03 TYP GABLE TRUSS WEB 04 VERTICAL'L' BRACE IN TRUSS 05 2x4 BLOCKING BETWEEN TRUSSES AT KICKER 06 (4)16d NAILS AS INDICATED 07 8d NAILS @ 4" OC AS INDICATED 08 2x4 KICKER @ 4'-0" OC, ATTACH TO FIRST (5) TRUSSES 09 SIMPSON LSTA24 @ 32" OC, TYP 10 TOENAIL GABLE TRUSS TO T.O. WALL W/ 16d NAILS @ 12" OC M1 I�ATI Mclp!NEERING nn 011011 pwwT1=111= ^ram MT1011 „V GROUP FL COM #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmdaren.com1,`111 •. •.......�..• • \)CE/y •� R.F.OleW80110 514 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT AS PROJECT NO. 10-2651 Framing Sections, Anchorage Schedule & Details S4.02 1 27 ROOF ZONE WIND PRESSURE TABLE - ALL BLDG TYPES -C+C SHEET NOTES 3 AREA* (SQ. FT.) COEFFICIENT DESIGN PRESSURES (+l-) 01 FASTEN PER SHEAR WALL SCHEDULE ON SHEET MI 10 1.07 21.8 -34.6 S4.01, TYP FORUME 28 ROOF ZONE 20 1.07 19.8 -33.6 L }; Jj 02 SHEATHING PER SHEAR WALL SCHEDULE ON SHEET Q 24 (1) 00 1.07 15.4 -31.4 S4.01, TYP U ARCHITECTURE & !"t 28 10 1.07 21.8 -60.2 = INTERIOR DESIGN, INC. ROOF ZONE 20 1.07 19.8 -55.4 03 16d NAILS AT 4" OC 6 (2) 50 1.07 17.3 -5 5.4 o PLANNING I ARCHITECTURE I INTERIOR DESIGN 3'-0° z 04 16d NAILS AT 6" OC EXTEND TRUSS TAIL 100 1.07 15.4 -44.1 `0 745 orienta avenue, suite 1121 27 10 1.07 21.8 -89.0 2 ROOF ZONE 05 16d NAILS AT 12" OC _ aitamonte springs, fl 32701 20 1.07 19.8 -83.2 phone: 407.830.1400 114■ fax: 407.830.4143 SIMPSON 'H5' 26 (3) 50 1.07 17.3 -75.5 AA0002731 26 100 1.07 15.4 .69 7 06 SIMPSON A35 AT 32 OC (ALTERNATE) www.forumanchitecture.com IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURE ASSOCIATED WITH 07 2x10 TOP PLATE AT DOUBLE STUD WALL, TYP L _.. _.. w 3 Not Used SMALLER AREA 8 08 SHEATHING PER FRAMING PLANS, NAIL PER SHEAR 2 1 -1-0 WALL SCHEDULE ON S4.01 2 THE 41 0 30 a 09 PRE-ENGINEERED WOOD ROOF TRUSS AW 30 2 'g7\ 10 PRE-ENGINEERED WOOD FLOOR TRUSS, PROVIDE C Rour 10 10oll �\--- ---�i LADDER TRUSS WHEN PARALLEL AGAINST EXT. WALL OF FLORIDA, INC. CDX PLYWOOD ,, ` & DIAGONAL 2x BRACES EVERY OTHER PANEL AT SIMPSON'H5' ROOF TRUSS 25 24 ROOF DECK SHEAR WALLS ALIGN W/ SHEAR 2 `' 2 ,' i i - ! � _ STEP WALL DOWN 71/2" V.I.F.WALL OR PROVIDE i 2 ��� 2 i II III I 11 TYP FASTENER PER ANCHORAGE SCHEDULE ON m p� i ��� �,/ i i II III - _ _ SHEET S4.02 � _ _ _.V INFILL TRUSS w _ 29 SHEAR WALL I 1 ( I II II III I ¢ o 12 2x4 CONT., NAILED AT EACH TRUSS W/ (2)16d NAILS & t Fort King 24 29 Frr1 TOE -NAIL BEFORE SECOND i i II = = 34 8d NAILS AT 4 OC WHEN AGAINST SHEATHING ., CLOSET SHELVING PER ARCH. r I i i �� ; PLY IS INSTALLED I I II III 2 ip I p 2 �� w mColony A g i I I i II III T-, "� ` 13 2x4 BLOCKING W/ (2)10d NAILS AT 6" OC 0 0 2 2 , k TOP PLATE (2)12d NAIL 16 O.C. i l i i II III 14 2x4 BETWEEN TRUSSES WI 5 16d FACE NAILS PER 10, Apartments sw 3 ROOF TO TOP FLOOR () Section at Ext. Low Wall Mid-LandingBeam Connection END 15 „_ , „ 12 . „ I / 2 2 , I II II I co N 1 -1-0 3/4 -1 -0 - -- p 15 7/16" OSB W/ 10d NAILS AT 6" OC, TYP AT EDGES o @ Unit Al W.I.C., Building Type XVIII at Brzwy. Wall SW-3 at Roof Truss „�/ 2 ' iO 2 ���w s` C7_ -0„ ,' `� f - -J� - M 16 2x4 BRACE AT 32" OC W/ (5) 8d NAILS AT EACH END & Truss Parallel To Wall 1 -1 ___ 2 -__ ; ' SAVE BLOCKING(2) NG AT EACH BRACEDTOE NAIC�LEDRNTO OVIDE 2x4 o City of Zephyrhills, FL -------------- a=6'-4• TRUSSES W/ (4)16d NAILS AT EACH END 3/4" T&G O.S.B. ZONE CORNER OF HIP ROOF SHEATHING DIAGRAM 17 2x4 CONT. WI (2)10d NAILS AT EACH SUPPORT m d c 10 (2)16d @ 12" O.C. PANEL EDGES PANEL FIELD 18 QUICK -TIE QTG OR QTR (TYP. @ SHEAR WALL ENDS) to 2nd TO 3rd FLR. 31 1 o A8d NAILS @ 4" O.C. 8d NAILS @ 8" O.C. 19 NOT USED LIGN TRUSS W/WALL OR PROVIDE KNEE Q 8d NAILS @ 4" O.C. 8d NAILS @ 6" O.C. 20 DOUBLE STUDS BOTH SIDES OF BREAK a WALL W/DIAGONAL 2X BRACING @ "= SHEAR O3 8d NAILS @ 3" O.C. 8d NAILS @ 6" O.C. 21 PLUMBING VENT STACK 08 09 WALLS NOTE: USE 10D RING SHANK NAILS IN ZONE 3 IF MEAN ROOF m 29 S*3 22 HAND FRAME DBL VERTICAL MEMBERS IN TRUSS ON _ (2)16d @ 8" O.C. HGT. IS GREATER THAN 25' BOTH SIDES OF BREAK (TO BE VERIFIED WITH TRUSS $ 1st TO 2nd FLR. ENGINEER) o W-3 at Floor Truss Roof Fastening Zone Plan SW-3 at Roof Truss S 23 SIMPSON MSTI60 AT 1 ST TO 2ND FLR SIMPSON CS-16 6 1 "=1'-0" 3 1/16"=1'-0" AT 2ND TO 3RD FLR a SET DISTRIBUTIONS: 22 Low Roof Truss Parallel To Wall Typical a 24 (2) SIMPSON CS-20 081181�Q _sld , Permnset. -. 25 FILL-IN TRUSS W/ VERTICALS AT SAME LOCATION AS ,t 32 WALL STUDS 21 03 26 DBL JACK STUDS UNDER BEAM - - m 2011 10 12 27 FULL KING STUD ON BOTH SIDES OF BEAM , . , , .. ,. 28 BEAM SUPPORTING MID LANDING OF STAIRS W 08 09 13 / 10 29 DBL TOP PLATE C N 09 08 W Q SHEET REVISIONS: 05 11 15 33 30 SILL PLATE m 20 _ 06 31 2x8 LEDGER ATTACHED TO VERTICAL TRUSS 14 MEMBERS W/ 3/8" 0 LAG SCREWS AT QUARTER - U) POINTS, EVERY PANEL a N 18 05 11 07 07 07 32 WOOD STUD PER FRAMING PLAN LO o �¢ 07 01 02 01 02 01 02 33 BLOCKING AS NEEDED TO FILL SPACE E - - - 0 2 N 32 32 34 BOTTOM EDGE OF SPECIFIED SHEATHING. - SHEATHING IN ZONE 3 SHALL SPAN OVER (4) o TRUSSES MIN. � - Brzw .Shear Wall Break SW-2 at Roof Truss Detail SW-2/SW-2A Roof Truss Detail SW-2 Fir. Truss Blocking Detail m 1 14 __ o. 3/4"=1'-0„ 1 1 "=1'-0° 5 1 "=1'-0" 2 1 „_ 1, 0„ £ at Plumbing Vent Typ., Perpendicular Typ., Parallel Typ., Perpendicular - s 32 � 32 � 32 01 02 32 _ 0 _- 03 04 c 12 0 04 04 16 E _ 0.17 12 0 EDITED BY: �T Ln • �.. 0 ? PROJECT N0. 10-2651 �- wren Z TOM ENGINEERING rn 0 04 111011 �► GROUP W U.15 04 • : 10 =^0 Framing Details & Z FL CofA #7992 a :": w,,. . 7 5728 Major Blvd., Suite 603, Orlando, FL 32819 W Roof Nailing T81. (407) 354-5411 Fax (407) 354-3486 F Q07 10 Web Site: www.mgmdaren.com Z a w %� / g 01 02 ���� ����,��iT F. p ��i 03 0 1 01 02 w = SW-2/SW-2A Fir. Truss Detail Fir. Truss Size Chan a Detail Fir. Truss Blockin Detail Flr. Truss Bracin Detail 111=11-011=., ••..•N■....•4.03 139LL � - R. A�Q 'cf�"�P � 4 � ti Typ., Parallel Typ. at Breezeway, Unit Truss Perpendicular Typ. at End Wall, Perpendicular Typ. at End Wall, Parallel SHEET NOTES C0 R11 i c1l) SHEARWALL PLAN UNIT C3 k 41 Sw-1 FRAMING PLAN SW-1 14 H-1 H-1 H- E of Ff I I I °�I in : '00 4in q A I I 12A IIII !L4.03�/ H-1 Tl I SA4. B-1 ;I 12k I Il !;;�,°l #, :_. �' 1 1 16 I�I!' I ri 73*1 \ 1I A I I — 1 1I., 11�'! iH-li II i HO M B-1 k 03 I , Ili UNIT B1 NIT B' 'Ali 16 A, �I •I � i i i i i 'ILL i i i i i 1. , i i i i i i i i i i 1 1 '; I I 11�, 1H .1III I B.11UP ET$ B-1 IIIURSET B III III 1i `CIIt 16 16 H-1 I III I- SW-1 Bldg Type 111-A - Second Floor Framing Plan SHEARWALL PLAN H-1 = rn w ®!Timm® H-1 S 1 Sw-1 H-1 H-1 Sw-11 H-1 i I�I H-1 H- H-1 I = LI I IIIII ° I I -.�._ I I I I I:� -� I I I I cI� H-1 H-1 4� -T H-1 'IT r L �T T ITF �7 I-FT1 - I I " F ]IC 1 1111 41 1 1 1 1 1 1 ctl 1 11 1 1 1 1 1 H-ii H 1 1 .1 . 111 11 1 &1 1 1 1 1 Sw-1 I 'X — QA.03 Will H-1 H-1 I I ,� ( ( ( I I I I C?I I I I I I !r ° I I I I I �'I ' 1 I I I I 1' 1 I I 1 I 1 °, ° 1 04 1�, w Coll) 04 14 III IIIIT C? 1 I I � I IC 1 1 11 �-1 H-1 I H11 �_i 6 iliiil-li I FW I I- ! 1 1 1 1 1 { �� I I I I IC1 3 .03 I _ �; H-1 UN NI B' IJN fi I IIII1! I I�1 B H I C NI rl 16 :. � _; ; I I ,_�} ; IIII ,, ,_ , , r- j _, I I _ .1, III I # -- _._.. -- --- ., ,' , � , � ( , _ t : �. -, ,.... I I ; , I I I 1 I I i 1 I I I __' . I I I I � � `, '= ('', I I � , �. . __. I ( 13 I 1 I 1 ,: I � I a- ((,�� i -2 PS ii I I t ...l I ,. �I�II I 1 '� I 1 .._-: (,, I, 1. '3-,.1 I 1 1 :;' ,, i10., - ;' I I ^t�• I I,i �,f �;, I I III . -�� I fl� �.._-- I i _ J I t��Y- I I L, I i•�� I I -I I I I � L I __ _ { : I % � ; III , _ . I I ,I _�_I , to-. , . . _, III i III 1` r I -=,} 54A I I I I I 1 I 1 1 1 ,,.._ ( I _ I : _ �;} .. .. ... ... 1 06 L]L 1J,.: bvv. Eq • LL I I I J1 IIIINO, CD WN WNiT B 7 P H{ II 77 V If ,-� � �t t,I i i {� I I I 1 I I I I I J II I I IIIII-fiI IIIB-2 UPSET UNIT C3 UNIT 133 in J-1 I I- < H II ,! i, 31 i I� . I �I' _ III I I� hI I I I14 10 _J� B-1 UP ET ) I I ( I B-1 UP ET IIII sw-1 ------------ 16 7 H-1 t SW-1 SW-1 Blda Tvpe III - Second Floor Framing Plan ME 1/8"Ife 1. H-1 7-1 MEN 1/8"11 1-011 A CONTRACTOR TO PROVIDE ENGINEERED, SIGNED AND SEALED QUICK -TIE HOLD DOWN SYSTEM IN ASSOCIATION WITH HOLD-DOWN DETAILS SHOWN ON SHEET S4.02 B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS E KEY NOTES 01 DRAFTSTOPPING AT LOCATIONS SHOWN, DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 2246 I-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 3 1/2"x 5 1/4" PSL 05 PREFAB WD ROOF TRUSSES AT MAX 24"OC ROOF PITCH TO BE 4.512 UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24"OC TYP AT UNITS 07 22"46" SELF CLOSING DRAFT STOP ACCESS DOORS 08 17" DEEP PREFAB WD TRUSS AT 24"OC TYP AT BREEZEWAY 09 FIREBLOCKING SHALL COMPLY WITH FBC 717.2 REFER TO WALL SECTIONS FOR DETAILS 10 ROOF SHINGLE PER SPECS 11 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS, TYP 12 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 2411 OC 13 PROVIDE ALUM GUTTERS & DOWNSPOUTS WHERE INDICATED 14 (3) STUDS UNDER EACH SIDE OF BEAM 15 SW-1 SHALL STOP V-0e BEFORE ELECTRICAL METER CENTER AND BEGIN V-0"AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 16 (3) 2X4 #2 S.Y.P. STUDS UNDER EACH END OF BEAM, NAIL WITH 16d @ 12" O.C. EACH PLY LEGEND WALLS BELOW INT. LOAD BRIG. WALLS Sw-1 SHEAR WALLS, HOLD DOWNS CONT. DRAFTSTOPPING HEADER OR BEAM PREFAB. WOOD TRUSS ----------- OVERFRAMED TRUSS X ATTIC ACCESS DOOR 4'TAMCO OFF -RIDGE VENT 6'TAMCO OFF -RIDGE VENT Mcip ENGINEERING NEERING MIMI GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmdaren.00m 014f R.F. FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, It 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchftecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: ;_t PROJECT NO. 10-2651 z rn Bldg Type III & 111-A Second Floor w li- z Framing Plans to w IY S4011 0 LL a SHEARWALL PLAN Sw-1 4 Sw-- - -- I �...,.._—.� _ — D D - ----- ------ -- --- I cl) ❑ I T I- c I ! ITI II II UNIT C1 I I UNIT 131 ❑ ❑ �- sw-z _ - � j� sw-z LD 77 O CD l — I __ t,_-- C q ❑ - UNIT C3 � I � ! . UNIT 133 Q I T I M �, ❑ ITI ,p �, � �� Q i ❑ I I ❑ 06 ❑ io Sw 1 - Sw-1 Blda Tvpe III &III -A- third Floor Framing Plan FRAMING PLAN { H_-1 H-1 Os H-1 t I T l I I! H-1 Qr— -- H-1 IFT ITI 4 �- I I (i] I ! 1 " I 1 1 11 1 I= I _ 1 i ,If 1 H- 54.03I' 12A A I 14.03 I I I -H-�� IIIII III 1 1 1 L- —D D I I I I I B-1 I 17_ I I I I I ! I I I I , ! T ! , I S4. III 04 14 II 1 III 'I I I I � IIIII III I I I I I I I 111 I I I I I ❑ LLI T I_LJI� ❑ 13 I 16 I I HO I f�-1 I , B_1 I IH-11 I F1�1 I I I I ❑ o I I I S .03 I 11 I I I III I I I Ir II I ° ❑ II ❑ :1 1 I I I I NI B I I� I ( I I 1 I WNI C 1 I I 1 1 I I NI I I 11 I I I I I I I I II 16 II I I I I I I I I I � III ! I I I I B-2UPSET I IIII , i I I I I I I I I I I III I I I II I` ( I I III I° lI I I ! 1 ! I I I I I I I E S T2 I I I I I I I I I 1❑IIIEI�I I .03 II III IIII II III I IIII, ❑! I I I I I IIII 1 I i I I I I I I I I I I I I S4.0 —D —D D c U D D D D- D D ---D D D D D— a ❑-- ---- —a a Ma a D Dcj J —D a D I I� ! I I I I I � � I ! I I I I ❑ I I 1 I❑ I I I I I I I 1 I I I I I , 1 1 I I I I IIII IIII lEi III III III IIIII I I I I I I II l I I I ! I a 2 PST ❑ I I �I �II!IIII',! �III� I 11__ IIIIII mil❑ I IIII ❑ III I l E I ❑, I I III �� I I I I I I NIT B?i I I I I I NI'f C I I I I I I 1 1 I I ❑ J H H1 B_1 I I 111 I II IIII ❑III I I I ! I! I I I I I I I I ❑I !1 1 !II II - —I!hI !I IIII II II II _Ii IIII III iII IIIIlIIlII lII I,I �I I�T�I����II❑�!I II!I II II II II 1I I II II II II I! 0-4I aI-1„ 4 LI T 11-1 1H , ❑1 B-1 II B-1 UP ET D I IB-1 UP ET H-1 I Lk1.--I--f 1 /8"=1 '-0" SHEET NOTES A CONTRACTOR TO PROVIDE ENGINEERED, SIGNED AND SEALED QUICK -TIE HOLD DOWN SYSTEM IN ASSOCIATION WITH HOLD-DOWN DETAILS SHOWN ON SHEET S4.02 B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS KEY NOTES 01 DRAFTSTOPPING AT LOCATIONS SHOWN, DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22061-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT WI INSECT SCREEN AS LISTED TO MEET CODE 04 31 /2"x 51 /4" PSL 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 4.5:12 UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS 07 22"06" SELF CLOSING DRAFT STOP ACCESS DOORS 08 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 09 FIREBLOCKING SHALL COMPLY WITH FBC 717.2 REFER TO WALL SECTIONS FOR DETAILS 10 ROOF SHINGLE PER SPECS 11 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS, TYP 12 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 13 PROVIDE ALUM GUTTERS & DOWNSPOUTS WHERE INDICATED 14 (3) STUDS UNDER EACH SIDE OF BEAM 15 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 16 (3) 2X4 #2 S.Y.P. STUDS UNDER EACH END OF BEAM, NAIL WITH 16d @ 12" O.C. EACH PLY LEGEND WALLS BELOW INT. LOAD BRIG. WALLS * Sw_1 * SHEAR WALLS, HOLD DOWNS = —°—°—°—°— CONT. DRAFTSTOPPING - HEADER OR BEAM PREFAB. WOOD TRUSS -= OVERFRAMED TRUSS 'X I ATTIC ACCESS DOOR 4' TAMCO OFF -RIDGE VENT 6' TAMCO OFF -RIDGE VENT —IIIIIIAIIIIIII , wren =III=III #%~ ENGINEERING II=III= �/\/ F51=III V GROUP FL CofA 47992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www-mgmclaren.co ``���11111/���� �.;GFENsR 14 _ S�ory Al. % R.F. Ole1I1 J # Ft11A4 525141 3 aFORUME a L 0 N ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830-1400 06 fax: 407.830.4143 AA0002731 U www.forumarchitecture.com THE MAN ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08/18/10 Bid & Permit Set Q SHEET REVISIONS: EDITED BY: JT z PROJECT NO. 10-2651 z 0 U) Bldg Type III & III -A 0 E Third Floor z Framing Plan m w IY D U w z U S4.12 0� rn a� W a 0 m O 0 (V 00 00 C 0 m 0 a CHFARWAI I PI AN BUILDING TYPE: III ATTIC SPACE: A ■BUILDING TYPE: III ATTIC SPACE: B = BUILDING TYPE: III ATTIC SPACE: C M SHEET NOTES REQUIRED NFA VENTILATION Attic area (Inciuding Soffit) 1407.5 SF NFA regd (Attic Area / 150): 9.4 SF Total regd ventilation area in SI (Net Free Area X 144): 1351 SI Upper portion regd (Total Reqd Vent Area X 50%): 675.5 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 675.5 SI PROVIDED NFA VENTILATION - UPPER ( 2) 4 Ft Tamco Off -Ridge Vents X 138 Si!vent = 276 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI Total Provided: 696 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Total amount of soffit material to be used: 65.2 LF NFA of soffit material per LF- 5 SI Total NFA of soffit material used: 326 SI ADDITIONAL VENTILATION_ MFR Master EAC Model: 16"x8" Rectangular Vent Number of vents to be used: 6 Vents NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit vents used: 390 SI Total provided: 716 SI RE a- AREA O_ AREA � 0 „A„ 0 "B" 0 11C,i � F_ rn (n U) „C„ jlo AREA E AREA 25 I AREA ,- "B" 0 Draft Barrier Area Diagram Square Footages of Individual Areas Shown a REQUIRED NFA VENTILATION Attic area (Including Soffit): 1091.6 SF NFA regd (Attic Area 1150): 7.3 SF Total regd ventilation area in SI (Net Free Area X 144): 1048 SI Upper portion regd (Total Reqd Vent Area X 50%): 524 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 524 SI PROVIDED NFA VENTILATION - UPPER ( 1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 Sllvent = 420 SI Total Provided. 558 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Total amount of soffit material to be used: 40.9 LF NFA of soffit material per LF: 5 SI Totai NFA of soffit material used: 204.5 SI ADDITIONAL VENTILATION MFR: Master EAC Model: 16"W' Rectangular Vent Number of vents to be used: 5 Vents NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit vents used- 325 SI Total provided: 529.5 SI AREA L— ��Ale 0 RE AREA Ei ��cog "All 11 1 /32"=1'-0" 4 REQUIRED NFA VENTILATION Attic area (Including Soffit): NFA regd (Attic Area / 150): Total regd ventilation area in SI (Net Free Area X 144): Upper portion regd (Total Reqd Vent Area X 50%): Lower portion regd (Total Reqd Vent Area - Upper Portion): PROVIDED NFA VENTILATION - UPPER ( 1) 6 Ft. Tamco Off -Ridge Vents X 210 SI/vent = PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Total soffit material to be used: NFA of soffit material per LF: Total provided: 9 A CONTRACTOR TO PROVIDE ENGINEERED, SIGNED 337 SF 2.2 SF AND SEALED QUICK -TIE HOLD DOWN SYSTEM IN 323.5 SI ASSOCIATION WITH HOLD-DOWN DETAILS SHOWN ON 161.8 Sl SHEET S4.02 161.8 SI B REFER TO SHEET S4.00 FOR FRAMING GENERAL 210 SI NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & 51 LF 5 SI SUPPORTS 255 SI D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS ® KEY NOTES 01 DRAFTSTOPPING AT LOCATIONS SHOWN, DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22061-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 3 1 /2"x 5 1 /4" PSL 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 4.5:12 UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS 07 22"x36" SELF CLOSING DRAFT STOP ACCESS DOORS 08 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 09 FIREBLOCKING SHALL COMPLY WITH FBC 717.2 REFER TO WALL SECTIONS FOR DETAILS 10 ROOF SHINGLE PER SPECS 11 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS, TYP 12 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 13 PROVIDE ALUM GUTTERS & DOWNSPOUTS WHERE INDICATED 14 (3) STUDS UNDER EACH SIDE OF BEAM 15 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 16 (3) 2X4 #2 S.Y.P. STUDS UNDER EACH END OF BEAM, NAIL WITH 16d @ 12" O.C. EACH PLY LEGEND WALLS BELOW INT. LOAD BRG. WALLS SW-1 - - SHEAR WALLS, HOLD DOWNS = CONT. DRAFTSTOPPING - HEADER OR BEAM - PREFAB. WOOD TRUSS ------------ OVERFRAMED TRUSS ATTIC ACCESS DOOR 4 4' TAMCO OFF -RIDGE VENT 6' TAMCO OFF -RIDGE VENT =III=III �� wren T1=111= 0%~ ENGINEERING �11=111 ft---* GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com `,111111f0� Q';••**CE 3 mFORUME r 0 ARCHITECTURE & INTERIOR DESIGN, INC. c m PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 as fax: 407.830.4143 AA0002731 u www.forumarchitecture.com 0 THE ICJ A ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08/18/10 Bid & Permit Set n SHEET REVISIONS: EDITED BY: JT PROJECT NO. 10-2651 Bldg Type III & III -A Roof Framing Plan & Vent Calculations 1 Blida T e III &III-A - Roof Framing Plan uaRiRrWM F. Ore'd1i 141 S4.13 SHEET NOTES 4 S4.03 _1H2-: 11 II1IIII I IIIIIIII I 1III1IIII _ I1III{IIIII II!IIIIIII 1IIII!IIItII I1IIIIiIt IIi�IIIIII H_ .�I!�!III! 1_ I1IIIlIII I!II,EII IIIItI1I1 , IiR-IIIII(I11tIIIr1II _. �'—I 1HB1_'_I _11 H-1IIIIIII IIIIIII I�,❑IIIiIIiII,ilII,'IIII,lfI� IllIII IiI IIH -1 'I1 I'HBT'II _1 1 GI°IIl I(lI 1 III1 III13 IIIIIII111II _ IIIII1IIIIII IItIIII1II II,I,II1I 1tII1l1I1I1lI I1(ItI1 IIIIIIII H-1 H�1 H1 �r 2_� H_1 I I H_-I H e I t I 1IIIII1I1 _ �IIIIIIIt1 r!I 1 121 1 1 I=' lIIIII11 T1 �II H- I I 1I I[TF1�IF1 I -�-dH- H- 11 1 1 1 11 -1 -1 H- 3 II 1 T i T I 1 1 1 �B-�B-1 'ILL 'T'1;I (H-1 H-1 H-1 H- VH VNI AlU IT, A1lNl AUNIT. 16 I B_2 UPSET G 6UPSET ' '�' f�° 1111IIITI 9 °.G3 DID DD i OS6 ' DD-— —D �LI ��DQ=.D d D 01 D DD---—I— D D D I � 1 � �� F110! �I L0L IT I N1, �S4.3��4 1.03 I 1 I I ` Svc ❑ o S%V t 5v ❑ ❑ S�v 2 L� i i III I III Iiz I; co z UNIT Al I UNIT Al UNIT Al I UNIT Al J Q I r� w 4-1 TI I1 ! !i a ,ITI ,I,! C? s � �� � Z I` � I I � I I I 11 �I I I I I I ❑ o I ❑ ° } I Sw-1 _- SW-1 ,� Ste_ w_1 I I Sw-1 SW 1 Sw-1 Sw-1 Z a Z z Q J a w U) Bldg Type XVI11 - Third Floor Framing Plan 4 S4.03 1 /8"=1 '-0" H-1 �( H-1 r H-1 T _ H-1 H-1 H-1H_-1 H-1 H_1 I (� � � H-1 I I H-1 I I H_1 F� 12 I I 121 I I i I1921 I I I 1 ! 1 I I I I ° ti11 G ° II E�11 III 11�1�1 FT° IPII H- H- Lr I I I I I I I I I II I I I I I f I I I I I I _1[1-1 H-1. H-1. IF I I I I I I I I I II II I I I I I I I I I t I I I I I I I II II I I G1 I° I OII o ° I IiII�II � � Iliilll II! IIIIiII � � 1111111111 1 I I I I I I I I I I I II I II 11 I li I I I I I I I I I I I I( I I I I I I I I I I I II I I) II I I I I I I I I I I I I a G o ,: 1 I � III III I I I 1 1 1 � 1 1 1 S4.03 i IlI ill , H IIII it H-1 H_ Ili IIIII 1 iIIIIIIIII IIIII I 1 I I I I I I I I I I I I I I I ! ! I I ❑ 11� 54.03 I I I I t I I I I I I I I I I Hill l l i I Ill H III I I I � I� I II' IIII I it II = =III Glll I Ilflo °III I I I I NIT A�1 UNI A� UNIT Al I 1 I I I I I I I I � I I I I I I I 16 I I I I I I I I I ❑ � ❑ I a o I I IIIII IIII I I IIII III S4. t k _ UPSETB2UPSET I IIII I FjT T II I° I I19 1 I 1 ( I I 11 �►LI 1 I 1 1,0 1 11l I I 1 �II I 1 I G .03 I III III _ IIIID o11 III III III I -T� I I I I I I I I I I I I f I I I I I 1 1 I I I I I I I I I t I I I I I I I! I I I I I I I I I I j I I I I( I I I I I 06 I t S4. 3 I I I I I � i t D Dt-111D D U---- _,.D�-�° _. D p D DD D}D4—iD�. - 4d -D+ ...DD D D D— 01 — X ' t W-2 SW-2 fI I, Illll ❑ � I ° i �,!� I I I I I l I it Y! c^ —IL _..J - I S UNIT Al I i UNIT Al ( UNIT Al ° I I 4 UNIT Al I ❑ o a IIC/) Cn G ° I �I ; � ❑ In I cn I � II � I �' "' 1 1 I I I I �r- I — I *Sw-1 sw_ �— * ( S* w-1 s Sw, 1 SW-1 Sw 1 SW-1 Bldg Type XV111 - Second Floor Framing Plea 1 /8"=1 '-0" A CONTRACTOR TO PROVIDE ENGINEERED, SIGNED AND SEALED QUICK -TIE HOLD DOWN SYSTEM IN ASSOCIATION WITH HOLD-DOWN DETAILS SHOWN ON SHEET S4.02 B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS KEY NOTES 01 DRAFTSTOPPING AT LOCATIONS SHOWN, DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 2206 1-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 31/2"x 51/4" PSL 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 4.5:12 UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS 07 22"06" SELF CLOSING DRAFT STOP ACCESS DOORS 08 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 09 FIREBLOCKING SHALL COMPLY WITH FBC 717.2 REFER TO WALL SECTIONS FOR DETAILS 10 ROOF SHINGLE PER SPECS 11 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS, TYP 12 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 13 PROVIDE ALUM GUTTERS & DOWNSPOUTS WHERE INDICATED 14 (3) STUDS UNDER EACH SIDE OF BEAM 15 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 16 (3) 2X4 #2 S.Y.P. STUDS UNDER EACH END OF BEAM, NAIL WITH 16d @ 12" O.C. EACH PLY ■ LEGEND WALLS BELOW INT. LOAD BRG. WALLS SHEAR WALLS, HOLD DOWNS = CONT. DRAFTSTOPPING - HEADER OR BEAM - PREFAB. WOOD TRUSS OVERFRAMED TRUSS �X i ATTIC ACCESS DOOR — 4' TAMCO OFF -RIDGE VENT s U TAMCO OFF -RIDGE VENT 0 N to 0 U 0 a c Q FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE 111,1CHMAN P`�.` u p OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08/18/10 Bid & Permit Set A SHEET REVISIONS: I EDITED BY: JT z PROJECT NO. 10-2651 Bldg Type XVIII Second & Third Floor Framing Plan S4.21 F a z BUILDING TYPE:XVIII ATTIC SPACE: A 0 BUILDING TYPE:XVIII ATTIC SPACE: B = SHEET NOTES REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION A CONTRACTOR TO PROVIDE ENGINEERED, SIGNED Attic area (Including Soffit): 1194.8 SF Attic area (Including t): 874.6 SF AND SEALED QUICK -TIE HOLD DOWN SYSTEM IN NFA reqd (Attic Area / 150): Total reqd ventilation area in SI (Net Free Area X 144): 7.97 1147 SF SI NFA reqd (Attic Area / 150): Total reqd ventilation area in SI (Net Free Area X 144): 5.8 840 SF SI ASSOCIATION WITH HOLD-DOWN DETAILS SHOWN ON Upper portion reqd (Total Reqd Vent Area X 50%): 573.5 SI Upper portion reqd (Total Reqd Vent Area X 50%): 420 SI SHEET S4.02 Lower portion regd (Total Reqd Vent Area - Upper Portion): 573.5 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 420 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER B REFER TO SHEET S4.00 FOR FRAMING GENERAL ( 3) 6 Ft. Tamco Off -Ridge Vents X 210 SI/vent = 630 SI ( 2) 6 Ft. Tamco Off -Ridge Vents X 210 Sllvent = 420 SI NOTES PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & Total amount of soffit material to be used: 53.3 LF Total amount of soffit material to be used: 36.5 LF SUPPORTS NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 266.5 SI Total NFA of soffit material used: 182.5 SI D UNIT NAMES REFLECT UNITS BELOW FRAMING ADDITIONAL VENTILATION ADDITIONAL VENTILATION MEMBERS MFR: Master EAC Model: 16"x8" Rectangular Vent MFR: Master EAC Model: 161Ix8" Rectangular Vent Number of vents to be used: 5 Vents Number of vents to be used: 4 Vents NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI ■KEY NOTES Total NFA of additional soffit vents used: 325 SI Total NFA of additional soffit vents used: 260 SI Total provided: 591.5 Sl Total provided: 442.5 Sl 01 DRAFTSTOPPING AT LOCATIONS SHOWN, DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 15 S4.03 my,M&A 0 0 W 02 22x361-HR FIRE RATED ATTIC ACCESS W/ LOCK. AREA AREA ARETQ-T"All CONTRACTOR TO COORDINATE LOCATION ..A.. o 11B" a N ��8�� 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE a 5 AREA AREA AREA o AREA 04 31/2"x 51/4" PSL 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 4.5:12 UNO Draft Barrier Area Diagram 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS Square Footages of Individual Areas Shown 1/32"=1'-0" O7 22" x36 SELF CLOSING DRAFT STOP ACCESS DOORS 08 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 09 FIREBLOCKING SHALL COMPLY WITH FBC 717.2 REFER TO WALL SECTIONS FOR DETAILS 10 ROOF SHINGLE PER SPECS 11 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS, TYP 12 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 13 PROVIDE ALUM GUTTERS & DOWNSPOUTS WHERE INDICATED 14 (3) STUDS UNDER EACH SIDE OF BEAM 15 SW-1 SHALL STOP 1'-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 16 (3) 2X4 #2 S.Y.P. STUDS UNDER EACH END OF BEAM, NAIL WITH 16d @ 12" O.C. EACH PLY LEGEND WALLS BELOW _1 INT. LOAD BRG. WALLS Tit ITI __._ ..._� �, SW-1 SHEAR WALLS, HOLD DOWNS = 6:1 :12 = _D_D_D_D— CONT. DRAFTSTOPPING I I I I I I I I 1 .I II HEADER OR BEAM PREFAB. WOOD TRUSS ------ OVERFRAMED TRUSS 3 I I ( I I I I NI Al I I I F------:� i . . I I x" 1 ATTIC ACCESS DOOR 10 m_ Ili �� I I I 4 I I 13 0 4' TAMCO OFF -RIDGE VENT ?i1 J I ;� � 05 ,I I ( I I 1 I 1 6' TAMCO OFF -RIDGE VENT _._. .._. .. D D — PST - 1 i=. .... —_Il .D_....,_ ...... _...._�.-.. -_ D—D— D—D_i D—D -- _.Ji— l'I_ — _ — — D 5w D D > rr- L---J L----t L_--J I -----I 1 UNIT Al UNIT Al UNIT Al , {I II; :.II Y W I I �Q� �•� I n jl a Cn _r UJIW w L F� o I,I o CM - - _ * (:a ... 1 S GABLE GABLE GABLE 1 Bldg Type XVIII - Roof Framing Plan `F-H� T 17FT� I I I I I I I I I I{I 1��-6:-1 1- -:12 6H-__:1� 2 --- I .{:! III IIII IIII IIII M ! UNITA11 1 I; I I ( I ( I I'; ! 1 I i I I N11 A] I I I ! I I I [NI I I t 1 It I l it II I..,�-.1 I I 1 II �I IIIII III 0 1 E, 61.03 L !T, — , 7 A7.22 I- 'll 'AMR c wren =111=1118�� ENGINEERING III=III 2 GROUP 3 FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 35J?ffP11,,F. `, Web Site: www.mgmclar .T '#" k ow, �GEN No. 1 /8"=1'-0" R.F. Oleck FL PE #52; W aFORUME I? ARCHITECTURE & INTERIOR DESIGN, INC. c PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 orienta avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 3 www.fbrumarchfecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT m PROJECT NO. 10-2651 Bldg Type XVIII Roof Framing Plan & Vent Calculations S4.22 C� G a rn .r N l0 O O N C O 'O A O a rn 3 4 Ln c� c O Ln co N A 00- 0 A IAN SHEET NOTES A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS B REFER TO SHEET A1.04 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDINGS TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E —PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. Au REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFIRE EXTINGUISHER IN CABINET, M REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) TRAVEL DISTANCE WORST CASE TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR = 90 LF s° FORUME' ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, tl 32701 phone:407.830.1400 fax:407.830.4143 AA0002731 www.forumarchkocture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT AS PROJECT NO. 10-2651 Building Type III & III -A First Floor Plans Buildin Type III - First Floor Plan Dimensions & Notes Symmetrical About Bldg Center Lines, UNO 1 /8"=19-0" A5el 1 SHEET NOTES A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS FORUME (0 O II _N rn 2 a N O O C� C ''p0 79 a N O 4 O c0 C O_ 7 • a_ LO co N 4001 Q 4/AN /1L-L in1 Building Type III & III -A - Third Floor Plan PILASTERS A aaf a A/All '1 Building Type III &III -A -Second Floor Plan PILASTERS 1 /8"=1'-0" 1 /8"=1'-0" B REFER TO SHEET A1.04 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDINGS TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. ALI REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFE, FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) = TRAVEL DISTANCE WORST CASE TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR = 90 LF A 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.fdrumarchftecture.com Fort King Colony Apartments City of Zephyrhills, FL 08/18/10 \ _ Bid V ET DISTRIBUTIONS: Set S PROJECT NO. 10-2651 Building Type III & III -A Second & Third Floor Plans A5z12 N SHEET NOTES A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 0 a M 1� N O O <pN 'O a 3 7 N u7 O LO _O .O OO g to w N C O O U c 4071.0 4IAR B REFER TO SHEET A1.04 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDINGS TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. Au REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFIRE EXTINGUISHER IN CABINET, M REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) E TRAVEL DISTANCE WORST CASE TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR = 90 LF aFORUME a a t I? ARCHITECTURE & INTERIOR DESIGN. INC. —�, PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 $ i45 onenta avenue, suite i i z i m altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 i www.fbrumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: JT AS PROJECT NO. 10-2651 Building Type XVIII First Floor Plan Bldg Type XVIII -First Floor Plan Dimensions & Notes Symmetrical About Bldg Center Lines, UNO 1 /8"=1'-0" A5,21 M SHEET NOTES A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS FORUME a� a N r- O u7 N O O o� N C O' *01 a, I N N to O LOT_ co C O_ O a_. U) c0 N A . C O O U Im c O w 2. .Q a Q Fx O. U it a Bldg Type XVIII - Third Floor Plan Dimensions & Notes Symmetrical About Bldg Center Lines, UNO Bldq Type XVIII -Second Floor Plan Dimensions & Notes Symmetrical About Bldg Center Lines, UNO 1 /8"=1'-0" B REFER TO SHEET A1.04 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDINGS TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION = LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E —PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. �-- REFER TO SHEET A1.04 FOR WALL ASSEMBLIES r FIRE EXTINGUISHER IN CABINET, M REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) = TRAVEL DISTANCE WORST CASE TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR = 90 LF `o 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08118110 . ; . Bid _ Permit Set SHEET REVISIONS: EDITED BY: JT AS PROJECT NO. 10-2651 Building Type XVIII Second & Third Floor Plans A5,22 ■ SHEET NOTES El a� c`l) 2 a CV N ih 0 0 0 N c 0 VO IL a to c 0 0 a` N FILLER Unit Al Bathroom #1 Elevations Unit Al Kitchen Elevations Co 3/8"=1'-0" M Unit Al Floor Plan - Noted 3'-4" 7'-10 314" 27'-8 518" (O.S. TO C.L.) 24'-3 1/2" 31-6" L 5-6 1/2" TYPE A/C AREA N-A/C AREA TOTAL UNIT Al 766 SF 60 SF 826 SF EDGE OF BALCONY @ UPPER FLOORS SEE DETAIL 51A7.21 r-4114" N Ch 4 FOYER 01 I 2'-0"" ' III KITCHEN 010 'cV 010 c oco0 �2'-�6 ,1,12 B7H'! 3-0" II II ❑o ❑o�1 DINING ROOM 7'-3114" 5-1" O 5'-11" 3'-7" viO N N N � 5'-9" 2-7112" BEDROOM #1 LIVING ROOM N I W.I.C. PATIO/ i BALCONY ----� 8" S T L O 71-0" I, 5'-11112" 2'-8112" k 4'-1" 3'-0" 12'-11 112" 3'-10112" 9'-9112" Unit Al Floor Plan - Dimensioned 11.0" 9 6.1 Iq d .,I.IT WINDOW 1 AA. TI/�\IA 1 /4"=11-011 END UNIT WINDOW LOCATIONS A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE PLANS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR 04 24" CHROME TOWEL BAR (PROVIDE SOLID BLOCKING IN WALL) 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 SHOWER HEAD 08 TUB 09 WATER CLOSET 10 LAVATORY 11 LAV. LOCATION AT FIRST FLOOR UNITS 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 REMOVABLE BASE CABINET ON GROUND FLOOR ONLY 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL 21 RANGE 22 MICROWAVE/HOOD COMBINATION 23 REFRIGERATOR 24 DISHWASHER 25 WASHER: DO NOT LOCATE WASHER BOX IN TENANT WALL 26 DRYER: DO NOT LOCATE VENT IN TENANT WALL 27 WATER HEATER 28 HVAC UNIT 29 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING BAR 30 (1)12" DEEP VINYL COAT WIRE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 CHANGE IN FLOORING MATERIAL 34 GUARDRAIL: ALUMINUM PER ELEVATION DETAILS LEGEND MAY NOT BE REFERENCED ON THIS SHEET FF FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES DASHED DOORS INDICATE DOORS @ UPPER FLOORS INDICATES LAVATORY CENTERED ON VANITY @ UPPER FLOOR UNITS 1 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL f SET DISTRIBUTIONS: EDITED BY: As m L PROJECT NO. 10-2651 Unit Al Plans & Interior Elevations A5,61 3/8"=1'-0" 1 /4"=1'-0" SHEET NOTES Go 2 a M N O N '0 •a 0 Ln c 0 •S La N 0 M Unit AZ Bathroom #1 Elevations PANEL PANEL 7'\ Unit A2 Kitchen Elevations ru Irn ­.."p O18" 30" 21" FILLER FILLER RF-W MI �3 ;01 N FIL' ro 4 3/8"=1'-0" rll 1 rn ru LER 3/8"=1'-0" CA i 4 L Unit A2 Floor Plan -Noted UFAS r-4114" TYPE A/C AREA N-A/C AREA TOTAL NIT A2 1 752 SF 75 SF 827 SF 27-7112" (O.S. TO O.S.) L. 24'-31l2" 3'4" 1. 6-6 1/2" 1. 3'-6" T-10 3/4' 1 /4"=1'-0" FOYER N I � I 2'-61l2" 2'-3112'7 le b O KITCHEN N. IO � BATH #1 I L— �k " I I DININGROOM_---- P_7� 5'-1" r-31l4" 10314" q 10 CV a 4'-11" 6'-0" co 0 J V " o 0 cli o o C4 � y, L 2'-7 1/2" 5'-9" MI 13'-3" LIVING ROOM BEDROOM #1 (ACCESSIBLE) s CV 0 V PATIO I EXT. LOS. CLOS. I I a o 2'-6" 4'-1" 2'-8 1/'2' L 2'-7" 5'-11112" T-0" 1'-0" 1'-3112" W-3112" 4'-10112" 12-11 1l2" � 1I ON Unit A2 Floor Plan - Dimensioned UFAS 1 /4"=1'-0" A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.92 FOR CLEAR FLOOR SPACE PLANS D REFER TO SHEET A5.81 & A5.82 FOR ADDITIONAL UFAS UNIT DETAILS, MOUNTING HEIGHTS, GRAB BAR SIZES, ETC. KEY NOTES 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR @ 48" AFF 04 24" CHROME TOWEL BAR @ 48" AFF (PROVIDE SOLID BLOCKING IN WALL) 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 SHOWER HEAD 08 TUB 09 ADA WATER CLOSET: FLUSHER CONTROL SHALL BE ON THE WIDE SIDE OF THE TOILET 10 ADA LAVATORY & ADA FAUCET; PROVIDE PIPE PROTECTION FOR EXPOSED PIPES 11 ACCESSIBLE WORK SURFACE: 30" MIN. WIDE CLEAR UNDER COUNTER X 34" MAX COUNTER HEIGHT 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 CLEAR FLOOR SPACE AS NECESSARY FOR UFAS 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 ADA DBL. BOWL KITCHEN SINK W/ DISPOSAL & ADA FAUCET 21 ADA RANGE WITH FRONT CONTROLS 22 COUNTERTOP MICROWAVE 23 SIDE -BY -SIDE REFRIGERATOR 24 DISHWASHER 25 ADA FRONT LOAD WASHER WITH FRONT CONTROLS 26 ADA FRONT LOAD DRYER WITH FRONT CONTROLS 27 WATER HEATER 28 HVAC UNIT 29 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 30 12" VINYL COATED WIRE SINGLE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16' VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 ACCESSIBLE CHANGE IN FLOORING MATERIAL 34 REMOVABLE IN -TUB SEAT: PROVIDE OWNER WITH (7) COMPATIBLE SEATS (BREY-KRAUSE S-6018-SS OR SIM. ADA APPROVED) THAT SHALL BE AVAILABLE TO TENANTS UPON REQUEST 35 RANGE HOOD: CONTROLLED BY A REMOTE HARD -WIRED ACCESSIBLE SWITCH 36 RANGE HOOD CONTROL SWITCH AT 46" AFF MAX 37 ONE PIECE P.L. BACKSPLASH, 4" @ 36" HIGH COUNTERTOP, 6" @ 34" COUNTERTOP 38 (2) ADJUSTABLE VINYL COATED WIRE SHELVES 39 SHOWER SPRAY UNIT WITH ADJUSTABLE RAIL AND 72" HOSE. MOUNT SUCH THAT HEAD CAN BE ADJUSTED TO 48" AFF 40 CONTROL AREA 41 GRAB BAR: REFER TO DIAGRAMS ON A5.82 FOR SIZES 42 GUARDRAIL: ALUMINUM PER ELEVATION DETAILS 43 REMOVABLE SHELF LEGEND FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES MRUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, f132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchftecture.com THE ICHMAN RD U_ OF FLORIDA, INC. Fort King Colony Apartments o City of Zephyrhills, FL 0 SET DISTRIBUTIONS: EDITED BY: AS 'ROJECT NO. 10-2651 Unit A2 Plans & Interior Elevations A5,62 E SHEET NOTES 0 W a 0 0 N CO o 79 a• 1 M LO 0 0 c O to Co N C O O U rn O U. c- .Z w a 0 0 J LL Q U D: a M FILLER `FILLER 18" REO. B1 Bathroom #2 Elevations OL 36" 1 15" 18" 01 MIN. REG. FILLER B1 Bathroom #1 Elevations FILLER 0 B1 Kitchen Elevations FILLER FILLER �k c" 0 M 3/8"=1'-0" 3/8"=1'-0" 0 3/8"=1'-O" U 0 N C5 EDGE OF BALCONY @ UPPER FLOORS SEE DETAIL 5/A7.21 Unit B1 Floor Plan - Noted 0. 37'-3 5/8" (O.S. TO C.L.) 37-21/2" (O.S. TO O.S) 3'-4" 33'-101/2" TYPE A/C AREA N-A/C AREA TOTAL NIT 131 969 SF 53 SF 1,022 SF 1 /4"=1'-0" 4 N FOYER -1" --- -- --- o 00 � -' BATH #2 T-61/2" 3'-1 1l24 8'-9112" :- 3'-1" '� 8'-9 It .. KITCHEN " - -z 1 3 " . rt��,� ttBATH �;� cq 8 #1 CL S. W,I.C. N DINING ROOM ---------- 10 314" 4W 4'-91/2" \` 2'-4112" '-9" T-11/2" N 6'-61/4" 4'-6" 8" —7 cq o ,;. BEDROOM #2 ,;, M LIVING ROOM BEDROOM #1 I 4 0 -' PATIO/ W.I.C. BALCONY � a O 6'-10" 4'-91/2" Y-101/2" 2'-1 1/2" 4'-1" 1'-7" k 6'-2 3/4" Unit B1 Floor Plan - Dimensioned 5'-81/4" a J 1 /4"=1'-O" ;el 0 END UNIT WINDOW END UNIT WINDOW LOCATIONS Q A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE PLANS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR 04 24" CHROME TOWEL BAR (PROVIDE SOLID BLOCKING IN WALL) 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 SHOWER HEAD 08 TUB 09 WATER CLOSET 10 LAVATORY 11 LAV. LOCATION AT FIRST FLOOR UNITS 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 REMOVABLE BASE CABINET ON GROUND FLOOR ONLY 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL 21 RANGE 22 MICROWAVE/HOOD COMBINATION 23 REFRIGERATOR 24 DISHWASHER 25 WASHER: DO NOT LOCATE WASHER BOX IN TENANT WALL 26 DRYER: DO NOT LOCATE VENT IN TENANT WALL 27 WATER HEATER 28 HVAC UNIT 29 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING BAR 30 (1)12" DEEP VINYL COAT WIRE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 CHANGE IN FLOORING MATERIAL 34 GUARDRAIL: ALUMINUM PER ELEVATION DETAILS E LEGEND MAY NOT BE REFERENCED ON THIS SHEET FF Ej FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES DASHED DOORS INDICATE DOORS @ GO �� UPPER FLOORS INDICATES LAVATORY CENTERED ON VANITY @ UPPER FLOOR UNITS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 aftamonte springs, 1132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: AS PROJECT NO. 10-2651 Unit 131 Plans & Interior Elevations A5w63 SHEET NOTES u a� 8 a 0 M _o O N Go 0 a. a 3 O LO co SN C 0 co N 0 LL U C G 40" 15" 18" MIN REQ FINISHED SUPPORT PANEL ol B2 Bathroom #2 Elevations FILLER O 36" 15" 18" MIN REQ FILLER B2 Bathroom #1 Elevations FILLER FILLER 30" 36" 30" 43 _ . � �, \ / / V Ili Vj/ \ _�U 30" CLEAR 23 25 26 0 FINISHED SUPPORT PANEL B2 Kitchen Elevations FILLER go C M 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" Unit B2 Note Plan UFAS 37'-3 5/8" (O.S. TO C.L.) 37'-21/2" (O.S. TO O.S.) 3'-4" 33'-101/2" TYPE A/C AREA N-A/C AREA TOTAL UNIT B2 954 SF 66 SF 1,020 SF 1 /4"=1'-0" N FOYER N `t 5 BATH #2 0 4'-51/2" 2'-111/2" 2'-10 12'-3" 2'-1" 8-8112" 7" KITCHEN ° ° CLOS. , M CP 3'-0" - 10 _O ° DINING ROOM O O I i i4•- O N BATH#1 L----- N N 10 3/4' 6'-61/4" L 4'-6" e. 4'-9 1/2' 5'-1" 5'-81/2 5'-1" 0 R °o o � BEDROOM #2 LIVING ROOM BEDROOM #1 CV 4 Lr— M .; F-1 EXT. • CL S. � CLOS. PATIO A13 4'-91/2" Unit B2 Floor Plan UFAS 2'.7" L L 1 7-1 1/2" I 4'-1" 1'-31/2" 1'-0" 01 1'-7" L L 6'-2 314" 1'-0" 1/4' 1 /4"=1'-0" A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.92 FOR CLEAR FLOOR SPACE PLANS D REFER TO SHEET A5.81 & A5.82 FOR ADDITIONAL UFAS UNIT DETAILS, MOUNTING HEIGHTS, GRAB BAR SIZES, ETC. 0 KEY NOTES 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR @ 48" AFF 04 24" CHROME TOWEL BAR @ 48" AFF (PROVIDE SOLID BLOCKING IN WALL) 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 SHOWER HEAD 08 TUB 09 ADA WATER CLOSET: FLUSHER CONTROL SHALL BE ON THE WIDE SIDE OF THE TOILET 10 ADA LAVATORY & ADA FAUCET; PROVIDE PIPE PROTECTION FOR EXPOSED PIPES 11 ACCESSIBLE WORK SURFACE: 30" MIN. WIDE CLEAR UNDER COUNTER X 34" MAX COUNTER HEIGHT 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 CLEAR FLOOR SPACE AS NECESSARY FOR UFAS 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 ADA DBL. BOWL KITCHEN SINK W/ DISPOSAL & ADA FAUCET 21 ADA RANGE WITH FRONT CONTROLS 22 COUNTERTOP MICROWAVE 23 SIDE -BY -SIDE REFRIGERATOR 24 DISHWASHER 25 ADA FRONT LOAD WASHER WITH FRONT CONTROLS 26 ADA FRONT LOAD DRYER WITH FRONT CONTROLS 27 WATER HEATER 28 HVAC UNIT 29 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 30 12" VINYL COATED WIRE SINGLE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 ACCESSIBLE CHANGE IN FLOORING MATERIAL 34 REMOVABLE IN -TUB SEAT: PROVIDE OWNER WITH (7) COMPATIBLE SEATS (BREY-KRAUSE S-6018-SS OR SIM. ADA APPROVED) THAT SHALL BE AVAILABLE TO TENANTS UPON REQUEST 35 RANGE HOOD: CONTROLLED BY A REMOTE HARD -WIRED ACCESSIBLE SWITCH 36 RANGE HOOD CONTROL SWITCH AT 46" AFF MAX 37 ONE PIECE P.L. BACKSPLASH, 4" @ 36" HIGH COUNTERTOP, 6" @ 34" COUNTERTOP 38 (2) ADJUSTABLE VINYL COATED WIRE SHELVES 39 SHOWER SPRAY UNIT WITH ADJUSTABLE RAIL AND 72" HOSE. MOUNT SUCH THAT HEAD CAN BE ADJUSTED TO 48" AFF 40 CONTROL AREA 41 GRAB BAR: REFER TO DIAGRAMS ON A5.82 FOR SIZES 42 GUARDRAIL: ALUMINUM PER ELEVATION DETAILS 43 REMOVABLE SHELF LEGEND EflFIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchftecWre.com Fort King Colony Apartments City of Zephyrhills, FL i 0 " s° 0 z PROJECT NO. 10-2651 z c� Unit 132 Plans & Interior Elevations w z tr x U A5w64 0 LL ■ SHEET NOTES v W a co 0 ri u 0 0 N co e- C 0 0 a Q 18" REQ. O 1 1-11 1 1-1A B3 Bathroom #2 Elevations G 38" �� 18" MIN. REQ. FILLER B3 Bathroom #1 Elevations FILLER go N 0 FILLER - FILLER Co M 3/8"=1'-0" 3/8"=1'-0" I c Unit B3 Floor Plan - Noted 3T-3 5/8" (O.S. TQ CJ 1 1 /4"=1'-0" TYPE A/C AREA N-AIC AREA TOTAL - UNIT B3 1,022 SF 0 SF 1,022 SF LOCATIONS O 0 A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR 8 A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE PLANS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR 04 24" CHROME TOWEL BAR (PROVIDE SOLID BLOCKING IN WALL) 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 SHOWER HEAD 08 TUB 09 WATER CLOSET 10 LAVATORY 11 LAV. LOCATION AT FIRST FLOOR UNITS 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 REMOVABLE BASE CABINET ON GROUND FLOOR ONLY 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL 21 RANGE 22 MICROWAVE/HOOD COMBINATION 23 REFRIGERATOR 24 DISHWASHER 25 WASHER: DO NOT LOCATE WASHER BOX IN TENANT WALL 26 DRYER: DO NOT LOCATE VENT IN TENANT WALL 27 WATER HEATER 28 HVAC UNIT 29 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING BAR 30 (1)12" DEEP VINYL COAT WIRE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 CHANGE IN FLOORING MATERIAL 34 GUARDRAIL: ALUMINUM PER ELEVATION DETAILS LEGEND MAY NOT BE REFERENCED ON THIS SHEET F F E FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES DASHED DOORS INDICATE DOORS @ GO �� UPPER FLOORS INDICATES LAVATORY CENTERED ON VANITY @ UPPER FLOOR UNITS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fox:407.830.4143 AA0002731 www.fbrumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: AS, JT PROJECT NO. 10-2651 Unit 133 Plans & Interior Elevations B3 Kitchen Elevations 3/8"=1'-0" Unit B3 Floor Plan -Dimensioned 1 /4"= V-0" END UNIT WINDOW LOCATIONS A5,65 SHEET NOTES O 40" 15" 18" MIN REQ FINISHED SUPPORT PANEL M 134 Bathroom #2 Elevations O 36" 15" 18" MIN REQ FILLER B4 Bathroom #1 Elevations FILLER FILLER FILLER 30" 36" 1 L 30" 43 \ / ■ W / W 30" CLEAR 23 O FINISHED SUPPORT PANEL 134 Kitchen Elevations 0 FILLER to r C 01 N 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" BATH #f"' DINING ROOM 7'-11" x I V-11 1/2" 0 4 5.66 w IN Unit 134 Note Plan TYPE A/C AREA N-A/C AREA TOTAL UNIT B4 1,020 SF 0 SF 1,020 SF I r 5 � i ; 1 � 5.66 f � ---- BATH I 3 10 .ss 1 02 CLOS. B 41="1 I 32 � 9 O FE 'I ! r - - — I d o o 2 L---- ------ , f It tr1 4 22 35 21 j \ �12 _BEbR00M #2 (ACCESSIBLE) 1 V-6" x 12'-0 1/2" LIVING ROOM 13'-0" x 14'-1" I , CLOS. 10 SOLARIUM 8'41/2" x 5'-101/2" M 0 M 1 /4"=1'-0" UFAS 37'-3 5/8" (O.S. TO C.L.) w. 37'-21/2" (O.S. TO O.S.) 3'-4" 33'-101/2" FOYER BATH #2 I o _ ---- 4'-5112" 2'-11112" 2'-10 12'-3" 2'-1" 8'-81/2" 7" KITCHEN o o ° N CLOS. a 0 E M 0 U 1 3'-0" O •- DINING ROOM G Or O N N III�O—o o— I 4 N BATH#1F4 L----- 10 314" 6'-61/4" 4'-6" 4'-9 1/2" 5'-1" 6-81/2 6-1" 1'-1 112" Cd 0 a °O C6 o � BEDROOM #2 , LIVING ROOM 1 BEDROOM #1 S2 4 c zo CL S. CLOS. SOLARIUM a � � tD ch CM 6-10" t 4'-9 1/2" Unit 134 Floor Plan UFAS 2'-7" 4'-6 1/2' 4'-61/2" 6'-2 3/4" 6-8 1/4" 21-0" 1 /4"=1'-0" A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.92 FOR CLEAR FLOOR SPACE PLANS D REFER TO SHEET A5.81 & A5.82 FOR ADDITIONAL UFAS UNIT DETAILS, MOUNTING HEIGHTS, GRAB BAR SIZES, ETC. KEY NOTES 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR @ 48" AFF 04 24" CHROME TOWEL BAR @ 48" AFF (PROVIDE SOLID BLOCKING IN WALL) 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 SHOWER HEAD 08 TUB 09 ADA WATER CLOSET: FLUSHER CONTROL SHALL BE ON THE WIDE SIDE OF THE TOILET 10 ADA LAVATORY & ADA FAUCET; PROVIDE PIPE PROTECTION FOR EXPOSED PIPES 11 ACCESSIBLE WORK SURFACE: 30" MIN. WIDE CLEAR UNDER COUNTER X 34" MAX COUNTER HEIGHT 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 CLEAR FLOOR SPACE AS NECESSARY FOR UFAS 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 ADA DBL. BOWL KITCHEN SINK W/ DISPOSAL & ADA FAUCET 21 ADA RANGE WITH FRONT CONTROLS 22 COUNTERTOP MICROWAVE 23 SIDE -BY -SIDE REFRIGERATOR 24 DISHWASHER 25 ADA FRONT LOAD WASHER WITH FRONT CONTROLS 26 ADA FRONT LOAD DRYER WITH FRONT CONTROLS 27 WATER HEATER 28 HVAC UNIT 29 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 30 12" VINYL COATED WIRE SINGLE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 ACCESSIBLE CHANGE IN FLOORING MATERIAL 34 REMOVABLE IN -TUB SEAT: PROVIDE OWNER WITH (7) COMPATIBLE SEATS (GREY-KRAUSE S-6018-SS OR SIM. ADA APPROVED) THAT SHALL BE AVAILABLE TO TENANTS UPON REQUEST 35 RANGE HOOD: CONTROLLED BY A REMOTE HARD -WIRED ACCESSIBLE SWITCH 36 RANGE HOOD CONTROL SWITCH AT 46" AFF MAX 37 ONE PIECE P.L. BACKSPLASH, 4" @ 36" HIGH COUNTERTOP, 6" @ 34" COUNTERTOP 38 (2) ADJUSTABLE VINYL COATED WIRE SHELVES 39 SHOWER SPRAY UNIT WITH ADJUSTABLE RAIL AND 72" HOSE. MOUNT SUCH THAT HEAD CAN BE ADJUSTED TO 48" AFF 40 CONTROL AREA 41 GRAB BAR: REFER TO DIAGRAMS ON A5.82 FOR SIZES 42 GUARDRAIL: ALUMINUM PER ELEVATION DETAILS 43 REMOVABLE SHELF LEGEND FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES aFORUME L Q ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchitecture.com Fort King Colony Apartments c City of Zephyrhills, FL 0 m mg W I SET DISTRIBUTIONS: i PROJECT NO. 10-2651 z Unit 134 Plans &Interior Elevations w z U w F x U A5,66 0 LL SHEET NOTES U a 0 36" o 0 FILLER FILLER 'ZUnit C1 Bathroom #2 Elevations FILLER MIN. Ktw. Unit C1 Bathroom #1 Elevations FILLER M CJ Unit C1 Kitchen Elevations FILLET L 0 3/8 3/8"= 1'-0" J U 0 0 U7 T ch O FOYER 05 04 BATH #1 B )0 0A5.67 DINING ROOM A BEDROOM #1 11'-3" x 12'-7" A KITCHEN 3 A5.67 B ■ m WAOF PA m LIVING ROOM 13'-0" x 13'-5" C 5 B A5.67 0 8 BATH #2 BEDROOM #2 11'-6" x 13'-2" 11 <DIr—MrtKtU *2 ~� W.I.C. PATIO/ BALCONY O o O 29 31 34 EDGE OF BALCONY @ UPPER FLOORS SEE DETAIL 5/A7.21 Unit C1 Floor Plan - Noted 31 A 10 8'-71/2" 8'-91/2" 49'-01/2" (O.S. TO O.S.) 3'-3 TYPE A/C AREA N-A/C AREA TUONITL C1 1,236 SF 53 SF 1,289 SF O BEDROOM #3 11'-5" x 12'-10" *2 W.I.C. 31 1 /4"=1'-0" O • nV-21/2 FOYER 2-111/2" " 0 � bz KITCHEN ti BATH #2 FA oo BEDROOM #3 I F BATH #1 I I /. N-O'1 ------------- DINING ROOM I VI /4" 5'-0" 6-1 112" 2'-3112" 3'-3" Y-51 /2" 3'-7" I 43/4" co o � , W.I.V. 0 LIVING ROOM BEDROOM #2 WIC BEDROOM #1 0 PATIO/ BALCONY M o O 6'-10" 4'-91/2" 3'-10112" 2'-11/2" 4'-1" 1'-7" Unit C1 Floor Plan - Dimensioned 6'-2 3/4" 5'-81/4" 4'-91/2" 3'-0" 3'-81/2" A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE PLANS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR 04 24" CHROME TOWEL BAR (PROVIDE SOLID BLOCKING IN WALL) 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 SHOWER HEAD 08 TUB 09 WATER CLOSET 10 LAVATORY 11 LAV. LOCATION AT FIRST FLOOR UNITS 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 REMOVABLE BASE CABINET ON GROUND FLOOR ONLY 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL 21 RANGE 22 MICROWAVE/HOOD COMBINATION 23 REFRIGERATOR 24 DISHWASHER 25 WASHER: DO NOT LOCATE WASHER BOX IN TENANT WALL 26 DRYER: DO NOT LOCATE VENT IN TENANT WALL 27 WATER HEATER 28 HVAC UNIT 29 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING BAR 30 (1)12" DEEP VINYL COAT WIRE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 CHANGE IN FLOORING MATERIAL 34 GUARDRAIL: ALUMINUM PER ELEVATION DETAILS LEGEND MAY NOT BE REFERENCED ON THIS SHEET FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES DASHED DOORS INDICATE DOORS @ GO �� UPPER FLOORS INDICATES LAVATORY CENTERED ON VANITY @ UPPER FLOOR UNITS 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.fbrumarchitecture.com THE ROU P "HMAN OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL g N m � co W� EDITED BY: AS I PROJECT NO. 10-2651 i i Unit C1 Plans & Interior Elevations A5m67 3/8"=1'-0" 1 /4"=1'-0" SHEET NOTES 1! a� U) CV Lb co 0 0 N 00 00 c 0 W O a Ee U Unit C2 Bathroom #2 Elevations O Unit C2 Bathroom #1 Elevations 30" MIN. CLEAR_ 35" FINISHED FINISHED SUPPORT SUPPORT FILLER PANEL PANEL 9-\ _ 18" REQ. 3/8"=1'-0" 3/8"=1 '-0" FILLER -\ /- FILLER 30" 36" 27" 30" 27" Imo. 35 22 0 0 0 o — — LI I i:J 26 -0 Unit C2 Kitchen Elevations � FILLER ED 27" e. 30" 27" 23 12 21 \� FILLER 3/8"=1'-0" n I 0 0 Unit C2 Floor Plan - Noted UFAS AQ'_n 119" 10 S TO 0 S 1 UNIT TYPE A/C AREA N-A/C AREA TOTAL C2 1,221 SF 65 SF 1,286 SF-- 1 /4"=1 '-0" 45-81 /2" TA" I BATH#2 N O i --- — --- -- —� ---- -- N N O FOYER a N 7 O I 11' 10" 2 112" I 6' 1" - 5' 9" I 10' 8" 2'LIM -11 112" 4'-7 1/2" i o -- - — — - _. BEDROOM #3 KITCHEN - T' (ACCESSIBLE) (\--,BATH #1 o DINING ROOM J I N Icc - - L I o o N I I N in I"r ------_�� 0 M _ 9'-31/2" _ V 10 N T-T' •n '-4 1 6'-1" o a = b O �— U 0 '— "' — CLOS. - - o 10 3/4" _ LIN. N Ljc? ti O> cV cN N I V CN #1 BEDROOM #2 °° - LIVING ROOM ------"BEDROOM - --- - (ACCESSIBLE) W.I.C. 2-_7" N J i I \ EXT. x "LOS. o �— - - _ CLOS. PATIO/ BALCONY YF7I -- ❑ rlo ' 3_81 /2"- � T-4" _ 4'-91 /2" 5'-81 /4" —6-2 3/4" 1' 7" 4'-1 " 2'-1 1 /2" T-10112" 4'-91 /2" U-10" Unit C2 Floor Plan - Dimensioned UFAS 1'-0" J 1'-0" __/ 1 /4"=1 '-0" A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.92 FOR CLEAR FLOOR SPACE PLANS D REFER TO SHEET A5.81 & A5.82 FOR ADDITIONAL UFAS UNIT DETAILS, MOUNTING HEIGHTS, GRAB BAR SIZES, ETC. 0 KEY NOTES 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR @ 48" AFF 04 24" CHROME TOWEL BAR @ 48" AFF (PROVIDE SOLID BLOCKING IN WALL) 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 SHOWER HEAD 08 TUB 09 ADA WATER CLOSET: FLUSHER CONTROL SHALL BE ON THE WIDE SIDE OF THE TOILET 10 ADA LAVATORY & ADA FAUCET; PROVIDE PIPE PROTECTION FOR EXPOSED PIPES 11 ACCESSIBLE WORK SURFACE: 30" MIN. WIDE CLEAR UNDER COUNTER X 34" MAX COUNTER HEIGHT 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 CLEAR FLOOR SPACE AS NECESSARY FOR UFAS 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 ADA DBL. BOWL KITCHEN SINK W/ DISPOSAL & ADA FAUCET 21 ADA RANGE WITH FRONT CONTROLS 22 COUNTERTOP MICROWAVE 23 SIDE -BY -SIDE REFRIGERATOR 24 DISHWASHER 25 ADA FRONT LOAD WASHER WITH FRONT CONTROLS 26 ADA FRONT LOAD DRYER WITH FRONT CONTROLS 27 WATER HEATER 28 HVAC UNIT 29 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 30 12" VINYL COATED WIRE SINGLE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 ACCESSIBLE CHANGE IN FLOORING MATERIAL 34 REMOVABLE IN -TUB SEAT: PROVIDE OWNER WITH (7) COMPATIBLE SEATS (BREY-KRAUSE S-6018-SS OR SIM. ADA APPROVED) THAT SHALL BE AVAILABLE TO TENANTS UPON REQUEST 35 RANGE HOOD: CONTROLLED BY A REMOTE HARD -WIRED ACCESSIBLE SWITCH 36 RANGE HOOD CONTROL SWITCH AT 46" AFF MAX 37 ONE PIECE P.L. BACKSPLASH, 4" @ 36" HIGH COUNTERTOP, 6" @ 34" COUNTERTOP 38 (2) ADJUSTABLE VINYL COATED WIRE SHELVES 39 SHOWER SPRAY UNIT WITH ADJUSTABLE RAIL AND 72" HOSE. MOUNT SUCH THAT HEAD CAN BE ADJUSTED TO 48" AFF 40 CONTROL AREA 41 GRAB BAR: REFER TO DIAGRAMS ON A5.82 FOR SIZES 42 GUARDRAIL: ALUMINUM PER ELEVATION DETAILS 43 REMOVABLE SHELF ■ LEGEND FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FO UME 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 11, THE • EO� ROU P OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL Y U v � � N m m� cnCD SET DISTRIBUTIONS: 08/18/10 Bid 8 dermit Set Q SHEET REVISIONS: N - v ° 0 I a) a 0 a L 0 N C c L c y c N E EDITED BY AS U z_ PROJECT NO. 10-2651 z 0 w ° Unit C2 Plans 0 & Interior Elevations w F_ Z w D U w U A5.68 0 IL (9) 1 v a� a 0 cM m 0 0 0 71 a 9 U) c co Q a Ln N O 36" FILLER FILLER 0 Unit C3 Bathroom #2 Elevations Unit C3 Bathroom #1 Elevations FILLER co 0 FILLER FILLER 0 L Q ER 3/8"=1'-0" O I FOYER BATH #1 )113 B 4 DINING ROOM A5.69 BEDROOM #1 11'-3" x 12'-7" O 0 A KITCHEN 3 A5.69 B LIVING ROOM 13'-0" x 13'-5" SOLARIUM W.I.C. 8'-41/2" x 5'-101/2" O MIA Unit C3 Floor Plan -Noted 49'-0112" (O.S. TO O.S.) C 5 A5.69 O 8 BATH #2 2 27 33 *2 *2 BEDROOM #2 1 l'-6" x 13'-2" �FE A/C AREA N-A/C AREA TO NIT C3 1,288 SF 0 SF 1,288 SF W.I.C. o\ *2 '� .o BEDROOM #3 11'-5" x 12'-10" 3'4" ,, 8-7112" ,, 3'-11" ,, 8-9112" ,, 3'-3" 0 0 N ZD 00 00 nV-21/2 � FOYER � -11" 7-11112" o Oz KITCHEN � w BATH #2 � G BEDROOM #3 BATH #1 I I ❑ ❑ I' •- I ----------- % \ ', Q b % ------------- 8n DINING ROOM _ q 6'-01/4" 5'-0" 5'-1 1/2" 2'-3112" 01 3'-3" 3'-5112" T-7" 2'- ,/ co a " W.I.C. b LIVING ROOM BEDROOM #2 W.I.C. 1 BEDROOM #1 ' 0 \ CV ~.I.C. # SOLARIUM 1� v [V 6'-10" 4'-9112" 4'-7" 4'-61IT 4'-6112" 6-2 3/4" 5'-81/4" 4'-9112" T-4" 3'-8112" SHEET NOTES A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE PLANS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR 04 24" CHROME TOWEL BAR (PROVIDE SOLID BLOCKING IN WALL) 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 SHOWER HEAD 08 TUB 09 WATER CLOSET 10 LAVATORY 11 LAV. LOCATION AT FIRST FLOOR UNITS 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 REMOVABLE BASE CABINET ON GROUND FLOOR ONLY 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL 21 RANGE 22 MICROWAVE/HOOD COMBINATION 23 REFRIGERATOR 24 DISHWASHER 25 WASHER: DO NOT LOCATE WASHER BOX IN TENANT WALL 26 DRYER: DO NOT LOCATE VENT IN TENANT WALL 27 WATER HEATER 28 HVAC UNIT 29 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING BAR 30 (1)12" DEEP VINYL COAT WIRE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 CHANGE IN FLOORING MATERIAL 34 GUARDRAIL: ALUMINUM PER ELEVATION DETAILS LEGEND MAY NOT BE REFERENCED ON THIS SHEET FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES DASHED DOORS INDICATE DOORS @ GO �� UPPER FLOORS INDICATES LAVATORY CENTERED ON VANITY @ UPPER FLOOR UNITS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, t132701 phone: 407.830.1400 I fax:407.830.4143 ' AA0002731 www.lbrumarchitecture.com THE ICHMAN IV% ROU? OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL i r mg co Of SET DISTRIBUTIONS: EDITED BY: AS PROJECT NO. 10-2651 i Unit C3 Plans & Interior Elevations 1 r Unit C3 Kitchen Elevations 3/8"=1'-0" Unit C3 Floor Plan -Dimensioned 1 /4"=1'-0" A5.69 cn a r N M c 0 a 0 a 3 oo to 4 r LO CO SN C _O U a_ LO N c 0 U COUNTERTOP (INSTALL WOOD - WALL CLEAT ON BACK & SIDE WALLS TO SUPPORT TOP AFTER CABINET IS REMOVED) PLASTIC LAMINATED WALL -MOUNTED COUNTERTO SUPPORT BRACKET INSTALLED AFTER CABINET IS REMOVED CONTRACTOR TO INSTALL 2X SOLID BLOCKING FOR e»;a COUNTER BRACKET , F ...f 8"77 2 BASE TRIM INSTALLED & PAINTED TO MATCH EXISTING AFTER CABINET IS REMOVED op Ad. BASE TRIM TO CABINET y Removable Vanity Cabinet Procedure for Removing Vanity Cabinet to Provide Knee Space 12" MAX. 1. CONTRACTOR TO TEXTURE BOTH BACK & SIDE WALLS BEFORE INSTALLING CABINET. WALLS TO BE PAINTED AFTER CABINET IS REMOVED 2. CONTRACTOR TO INSTALL FLOORING CONTINUOUS BEFORE INSTALLING CABINET 3. CONTRACTOR TO PROVIDE 12 SUPPORT BRACKETS TO OWNER 4. OWNER TO INSTALL PIPE INSULATION OR PROTECTION PANEL AFTER CABINET IS REMOVED -�- SIDEWALL STANDARD VANITY CABINET (MODIFY BACK PANEL SUCH THAT CABINET MAY BE EASILY REMOVED TO PROVIDE KNEE SPACE WHEN REQUESTED BY TENANT) ORIZONTAL 2" THICK SOLID 1OOD BLOCKING PLAN VIEW OF EXTENDED HORIZONTAL BLOCKING BETWEEN CONVENTIONAL WOOD STUDS 15"MIN. 42" PREFERRED L 8" MIN, z 12" MAX. 24" MIN. 01LO r-- ---� 1----T -I L_— L---J_--J — J BLOCKING FOR SWING UP GRAB z BAR BETWEEN TUBS & WATER CLOSETS. (BASED ON BOBRICK M 12"MIN. � B-4998) FINISH FLOOR WATER CLOSETS IN ADAPTABLE BATHROOMS 2 M u r 24" MIN. n 6" MAX. 6" MAX. 4B" MIN. II �dt--r---------1 q4---J U cP L — — — — — — — J z go r �, I ------------ / (VALVE WALL) (SIDE WALL) BATHTUBS IN ADAPTABLE BATHROOMS y _24" MIN F — — — I L — — — J z (END WALL) NOTE: THE AREAS OUTLINED IN DASHED LINES REPRESENT LOCATIONS FOR FUTURE INSTALLATION OF GRAB BARS FOR TYPICAL FIXTURE CONFIGURATIONS. Typical Handicap Blocking Detail Tub Section w/ Pre -Rock 3/8"=1'-0" N.T.S. PER G.C., THERMAL BARRIERS WILL NOT BE PROVIDED. AS SUCH FIRE SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER HEADS IN ALL BATHROOMS, INCLUDING THOSE < 55 S.F. Tub Section at Non -rated Walls I I I-_----__-- y I I --J I I I I I OPENING FOR TRANSFER GRILLS I I 26 I �I I I � I , ------------ ; ' 13 II11 111 1111V- PROTECT AIR TRANSFER GRILL OPENINGS AT FIRE RATED WALLS PER THIS DETAIL Air Transfer Detail @ Rated Walls 51/2" A 1 "=1'-0" PLAN n Raised Counter Top Details 08 09 0 \ I N FIN. FLR. Ej Cabinets and Accessory Heiahts @ Bathrooms, Kitchen, Closets, and Shelves Tub Section w/ Pre -Rock SHEET NOTES ROOM FINISH SCHEDULE A ALL UFAS UNIT CABINETS INCLUDING BATHROOM FLOOR BASE WALL CEILING `l' CD J ~ � o J ~ 0 W =3 "-' W W _ in Z Se �aV U 0 wWLU W• Z V Z 0.W 3JC_D Z_ o z _ m1. oZ mW G7m CM—) W U mo�U C7 Q U«:5r s H NAME 5 REMARKS 1 2 3 4 5 1 2 3 4 5 1 2 3 4 1 2 3 4 FOYER 1 2 2 2 1 9'-0" DINING ROOM 1 2 2 2 9'-0" LIVING ROOM 1* 4 2 2 2 9'-0" * TILE @ GROUND FLR ONLY BEDROOM(S) 4 2 2 2 9'-0" W.I.C.(S) 4 2 2 1 2 9'-0" BATHROOM(S) 1 2 2 *4 2 9'-0" * @ TUB SURROUND KITCHEN 1 2 2 1 2 91-0" LAUNDRY ROOM 1 2 2 1 2 91-0" MECHANICAL CLOSET 3 51 2 2 91-0" HALL 1 2 2 2 9'-0" CLOSET(S) 3 *4 2 2 2 9'-0" * @ BEDROOM CLOSETS BALCONY 5 4 1 1 1 2 9'-0" BALCONY CLOSET (S) 5 4 2 2 9'-0" SOLARIUM 1* 4 12 2 2 9-0" * TILE @ GROUND FLR ONLY , VANITIES, TO HAVE HANDLE TYPE HARDWARE E KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 MEDICINE CABINET 02 18" CERAMIC TOWEL BAR 03 24" CHROME TOWEL BAR (PROVIDE SOLID BLOCKING IN WALL) 04 CERAMIC SOAP DISH 05 SHOWER CURTAIN ROD 06 SHOWER HEAD 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 LAVATORY 09 TOILET PAPER HOLDER 10 WALL CABINET 11 12" SINGLE SHELF 12 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD NOTE: INSTALL SOUND MAT UNDER CERAMIC TILE @ UPPER FLOORS NOTE: LIVING ROOM FLOORING IS TILE THROUGHOUT AT GROUND FLOOR UNITS, 13 STUD WALL AND CARPET @ UPPER UNITS (SEE UNIT FLOOR PLANS FOR TRANSITION STRIPS) 14 14 CONT 2 x 6 BLOCKING TOP & BOTTOM E _. 20" 21/2" 20 15 GYP BOARD 12" 15 25 -----_ 13 16 COUNTERTOP & BACKSPLASH 22 a 0 W M SECTION 1 1 /2"=1'-0" f 4 i r i nw 1 I / N \� -- -- 04 16 19 17 STANDARD 24" DEEP BASE CABINET WITH COUNTER 18 BACKSPLASH BELOW 19 2 x 6 KNEE WALL BELOW CONTRACTOR TO COOR. 16 20 PLASTIC LAMINATED RAISED COUNTERTOP W/ LOCATION OF BLOCKING W/ FINISHED EDGES ON ALL SIDES CABINET MANUF. 21 EDGE OF KITCHEN COUNTERTOP 14 22 1 x WOOD TRIM BELOW TOP ALL (3) SIDES 17 23 BASE TRIM 24 2X BLOCKING @ TUB 25 ELECTRICAL BOX FOR OUTLET (HORIZ) 26 WRAP OPENING FULLY WITH 5/8" FIRE -RATED GYP. BD. PROVIDE BLOCKING AT TOP AND BOTTOM OF OPENING 27 RESILIENT CHANNELS Cabinet Blocking Detail 28 ELECTRICAL OUTLET OR SWITCH MOUNTED AT 46" AFF MAX @ Kitchen 29 GYP BD W/ TEX KNOCKDOWN & PAINT ABOVE TILE 30 BULLNOSE TILE @ EDGES 12" 31 CERAMIC TILE 12" VARIE 32 1/2" WATER RESISTANT GLASS -MAT FACED GYPSUM 10 OT T TILE BACKER BD a E w 33 SEALANT d 34 TUB 35 1-HR WALL W/ (1) LAYER 5/8" FIRE RATED GYP BD W 36 SHEAR WALL BLOCKING 37 EXTERIOR FINISH MATERIAL SHELVES SINGLE SHELF CLOSETS 38 (1) LAYER 5/8" EXT. GRADE FIRE RATED GYPSUM ABOVE WASHER BOARD & DRYER 39 PL SKIRT W/ BOX -OUT AS NEEDED AT DISPOSAL "=1'-0" 3/8 SECTION @ KITCHEN PLAN VIEW @ KITCHEN Accessible Outlet & Switch Mountina Heiahts FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 aitamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 M0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Unit Details, Finish Schedule, & I Accessibility Diagrams A5m8l At Rated Breezeway Wall Assembly 3/4"=1'-0" Sprinkler Head Required in all Bathrooms 3/4"=1'-0" At Rated Tenant Wall Assembly 3/4"=1'-0" 3/4"=1'-0" 0 SHEET NOTES A ALL UFAS UNIT CABINETS, INCLUDING BATHROOM VANITIES, TO HAVE HANDLE TYPE HARDWARE 9 e FORUME � UFAS Kitchen Sink Section 36" 6" MAX. 'k 18" 12"MAX. 42" 1 "=1'-0" UFAS Grab Bars at Water Closet 3/8"=1'-0" CLOSETS UFAS Accessible Closet Detail @ Accessible Bedrooms UFAS Bathroom Accessibility and Mounting Heights W/ Seat in Tub 3/8"=1'-0" 1 1 � 6 3/8"=1'-0" KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 MEDICINE CABINET 02 18" CERAMIC TOWEL BAR 03 24" CHROME TOWEL BAR (PROVIDE SOLID BLOCKING IN WALL) 04 CERAMIC SOAP DISH 05 SHOWER CURTAIN ROD 06 SHOWER HEAD 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY 08 LAVATORY 09 TOILET PAPER HOLDER 10 WALL CABINET 11 12" SINGLE SHELF 12 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 13 STUD WALL 14 CONT 2 x 6 BLOCKING TOP & BOTTOM 15 GYP BOARD 16 COUNTERTOP & BACKSPLASH 17 STANDARD 24" DEEP BASE CABINET WITH COUNTER 18 BACKSPLASH BELOW 19 2 x 6 KNEE WALL BELOW 20 PLASTIC LAMINATED RAISED COUNTERTOP W/ FINISHED EDGES ON ALL SIDES 21 EDGE OF KITCHEN COUNTERTOP 22 1 x WOOD TRIM BELOW TOP ALL (3) SIDES 23 BASE TRIM 24 2X BLOCKING @ TUB 25 ELECTRICAL BOX FOR OUTLET (HORIZ) 26 WRAP OPENING FULLY WITH 5/8" FIRE -RATED GYP. BD. PROVIDE BLOCKING AT TOP AND BOTTOM OF OPENING 27 RESILIENT CHANNELS 28 ELECTRICAL OUTLET OR SWITCH MOUNTED AT 46" AFF MAX 29 GYP BD W/ TEX KNOCKDOWN & PAINT ABOVE TILE 30 BULLNOSE TILE @ EDGES 31 CERAMIC TILE 32 1/2" WATER RESISTANT GLASS -MAT FACED GYPSUM TILE BACKER BD 33 SEALANT 34 TUB 35 1-HR WALL W/ (1) LAYER 5/8" FIRE RATED GYP BD 36 SHEAR WALL BLOCKING 37 EXTERIOR FINISH MATERIAL 38 (1) LAYER 5/8" EXT. GRADE FIRE RATED GYPSUM BOARD 39 PL SKIRT W/ BOX -OUT AS NEEDED AT DISPOSAL I' ARCHITECTURE & INTERIOR DESIGN. INC. 0 PLANNING I ARCHITECTURE I INTERIOR DESIGN m a 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 .01 E phone: 407.830.1400 05 fax: 407.830.4143 1 AA0002731 1+i www.forumar&kecture.com m t e a E 2 u- THE `HMAN t it�' 8 K.; xROU P OF FLORIDA, INC. a m Fort King E Colony Apartments m C 0 S E City of Zephyrhills, FL .2 SET DISTRIBUTIONS: EDITED BY: PROJECT NO. 10-2651 z N UFAS Unit Details & W Accessibility Diagrams z w U w U 0: A5,82 0 LL 0 KEY NOTES 02 CO 0 J � 05 m b 9 01 o .o a LAVATORY CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR • SPACE rn In 0 L co � 01 01 a w •N A O { O v) LL 100 I F0, Z W IL stj� � Q TUB CLEAR FLOOR SPACE MANUEVERING CLEAR FLOOR SPACE Unit C1 & C3 Bath #2 U Specification "B" Bathroom Per FHA 1/4"=1'-0" a 511 LAVATORY CLEAR FLOOR SPACE TUB CLEAR -FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE MANUEVERING CLEAR FLOOR SPACE Unit B1 & B3 Bath #1 Specification "B" Bathroom Per FHA 1/4 LAVATORY CLEAR FLOOR SPACE 01 TUB CLEAR FLOOR SPACE Unit Al Bath #1 WATER CLOSET CLEAR FLOOR SPACE MANUEVERING CLEAR '-0" Specification "B" Bathroom Per FHA 114"=1 01 II I I I I O O 1 F---- IL-------- —_ I------------- REFRIGERATOR CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE 0:11 Co SINK CLEAR FLOOR SPACE Unit C1 & C3 Kitchen Per Fair Housing Act Design Manual REFRIGERATOR CLEAR FLOOR SPACE 01 h DISHWASHER CLEAR FLOOR SPACE ILO RANGE CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE Unit B1 & B3 Kitchen 1 / "=1'-0" Per Fair Housing Act Design Manua 01 30" X 48" CLEAR FLOOR SPACE 02 48" X 56" CLEAR FLOOR SPACE 03 48" X 60" CLEAR FLOOR SPACE 04 30" X 60" CLEAR FLOOR SPACE 05 REMOVABLE BASE CABINET (ON GROUND FLOOR ONLY). SEE DETAIL 9/A5.81 06 REMOVE DOOR FOR ACCESSIBILITY PER TENANT'S REQUEST 07 60" 0 TURNING SPACE 08 48" X 66" CLEAR FLOOR SPACE I REFRIGERATOR CLEAR FLOOR SPACE El I 01 1010 f O 10 I ��OOI I I b b r— II DISHWASHER CLEAR FLOOR SPACE I "I T�o 10 10 01 I E 0 j 1 I 0 o r I RANGE CLEAR FLOOR SPACE A J SINK CLEAR FLOOR SPACE Unit Al Kitchen rer rdir nvusmy hcL vesiyn ividnuai FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 j AA0002731 www.forumarchkeeture.com Fort King Colony Apartments 0 0 E City of Zephyrhills, FL 0 c" 0 SET DISTRIBUTIONS: EDITED BY: As A D PROJECT NO. 10-2651 I FHA Clear Floor Space Diagrams 10 A5s9l ------- ------- ------ -- — - — - — - KEY NOTES 0 0 FORUME 0 0 01 30" X 48" CLEAR FLOOR SPACE 02 48" X 56" CLEAR FLOOR SPACE Oro ARCHITECTURE & 01 01 01 03 48" X 60" CLEAR FLOOR SPACE INTERIOR DESIGN, INC. 0 0 04 30" X 60" CLEAR FLOOR SPACE PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 "M 05 REMOVABLE BASE CABINET (ON GROUND FLOOR altarnonte springs, fi 32701 1 0 0 ONLY). SEE DETAIL 9/A5.81 phone: 407.830.1400 -- O O r I i O O r E 0 Ell Ir--- —J ad fax: 407.830.4143 0-7— 0 a 0 , I I — - " 1 06 REMOVE DOOR FOR ACCESSIBILITY PER TENANT'S I AA0002731 L ----------- r I - — — — — — — — — — — — — — — L ------------ REQUEST ww.forumarchitecWre.com V LAUNDRY EQUIPMENT CLEAR LAUNDRY EQUIPMENT CLEA� LAUNDRY EQUIPMENT CLEAR 07 60" 0 TURNING SPACE FLOOR SPACE FLOOR SPACE FLOOR SPACE E2 08 48" X 66" CLEAR FLOOR SPACE 0 LL THE o 0 ICHMAN 77— go ROU 08 OF FLORIDA, I Oro z x 0 10 01 0 0 01 0 Fort King 01 III I Ir 10 1 rl+_1 Ir I L A E eo: 0 Colony L---__------ m Apartments WORK SPACE CLEAR FLOOR WORK SPACE CLEAR FLOOR' WORK SPACE CLEAR FLOOR SPACE SPACE SPACE 0 LAVATORY CLEAR FLOOR WATER CLOSET CLEAR 01 1 SPACE FLOOR SPACE G E 00 City of Zephyrhills, FL C ti Oro 0 0 f ------------ z j 0 00 U0 J III ir --- =-i- - j r —0 -(7-- - i -6 § :0 E) 07 — — — — — — — REFRIGERATOR CLEAR FLOOR REFRIGERATOR CLEAR FLOO REFRIGERATOR CLEAR FLOOR SPACE SPACE SPACE 0 0 0 SET DISTRIBUTIONS: 0 0 08118110 Bid & Permit Set TUB CLEAR FLOOR SPACE MANUEVERING CLEAR FLOOR SPACE Oro C 01 1- 0 gol Unit B2 & B4 Bath #2_OLO EO 5 to 1-011 01 Accessible Bathroom per UFAS & FHA — — O 0 �I I i0 Ir -i- r r — E 0 A (7-- co SHEET REVISIONS: DISHWASHER CLEAR FLOOR DISHWASHER CLEAR FLOOR DISHWASHER CLEAR FLOOR SPACE SPACE SPACE 0 C)C;1 01. 0 0 02 0 0 2 01 V ram /0 Oro 0 08 LL 01 C14 01 30\ 0 CL 0 LAVATORY CLEAR FLOOR WATER CLOSET CLEAR r 107- r LAVATORY CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE FLOOR SPACE C-� SPACE 9 LO RANGE CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE C 0 2 04 '07 0 0 %I-- — —0 It EDITED BY: AS CL r 07 LO % 0CI ct, 0 d z PROJECT NO. 10-2651 00 Y� 01 01 0 0 0 L w FHA & UFAS W 0 Clear Floor Space w w 0 0 Diagrams r I+--j - . 0 0— Ego, I w 7X TUB CLEAR FLOOR SPACE MANUEVERING CLEAR FLOOR TUB CLEAR FLOOR SPACE MANUEVERING CLEAR V w 0 SINK CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE SPACE FLOOR SPACE i % F f" "", ma .0 77 Unit C2 Bath #2 Unit A2 Bath AFL1 Unit C2 Kitchen Unit B2 & B4 Kitchen Unit A2 Kitchen A5.92 0 6 4 3 1-011 2 1 1-011 0 w 1/4"=1 -011 1/4"=1 -011 1/4"=1 1/4' Per UFAS Requirements 1/4"=1 iL Accessible Bathroom per UFAS & FHA Accessible Bathroom per UFAS & FHA Per UFAS Requirements Per UFAS Requirements 0- SHEET NOTES 12 .5 1x8n Building Type III & III -A - Inside Elevation ED N 02 04 1 x8 1 /8"=1'-0" 1 /8"=1'-011 BLDG. SYM. ABOUT C.L. 12 i 12 .5 12 12 08 Q4.5 08 04 1 x8 02 A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLIES C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE KEY NOTES ...\I ..AT .1r .11r.-r11r\IAr.'� A\1 TI IIC'1 nurrT 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W1 ALUMINUM DRIP 0:7] EDGE ABOVE @ ROOF PERIMETER. SEE SHEET z1'-a 1/2" FIN. FLR. A7.21 FOR SOFFIT DETAILS 102 TRUSS BRG. ROOF SYSTEM PER SPECS 0:4]1x10 03 FIBER CEMENT HORIZONTAL LAP SIDING: 6" EXPOSURE 10'-10 518" FIN. FLR. - 04 FIBER CEMENT TRIM BOARD: WIDTH AS 9'-1 SS BRG. TRUSS INDICATED. PROVIDE FLASHING AS NECESSARY 07 os 05 WINDOWS & DOORS PER SCHEDULES. SEE 0411x10 WINDOW DETAILS. PROVIDE TRIM BANDING AS 10 PER ENLARGED ELEVATIONS AND DETAILS 0,-0„ — FIN. FLR. 06 GUTTERS: PROVIDE ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS 07 ONE-PIECE CORNER TRIM:1x4x4, UNO 1/8"=1'-0" 08 FIBER CEMENT SHAKER SIDING 09 FIBER CEMENT PANEL 10 ALUM. BALCONY RAILING: 42" HIGH GUARD RAIL WITH VERTICAL PICKETS SPACED SUCH THAT A 4" SPHERE CAN NOT PASS THROUGH THE GAPS. 6 01 V-4 7/8" FRAME TO HAVE ELECTROSTATIC PAINT ESP HEEL HGT. — — — — — — — — — BREEZEWAfS ,,, FINISH. COLOR TO BE SELECTED BY OWNER 3 _i t.', �' r.+.� t s : 30'-87/8" — . � 1 N . •IIII A � _. - _ _ - 111 11,E ME Ell I I. - + 1 �N tj I _III _ - IIIIII��_II�IIIIIII:INN —INN_ 4A A6.61 Buildina TVDe III & III -A - Rear Elevation P NEEEl! IIIIIII►�1- IIIIIII I Io M IIN111--IIIIIII M IN.::..::..........� � .IIIIIII-IIIIIII. I__. Mimi � I I + n u, ■ ■ Illllli. _ �illllll � 1111111f —.+IIIIIII Illlllli. _ .+IIIIIII BLDG. SYM. ABOUT C.L. 11 15"x60" DECORATIVE SHUTTERS 21 12 12" DECORATIVE LOUVER 21'-81/2" FIN. FLR. 1 Ifni 4A" J1 x8 El 0411 x8 06 07 1 /8"=1'-0" — unr_r-rf_nn f _OL 30'-8 7/8" TRUSS BRG. IFORUME 1 1 ARCHITECTURE & INTERIOR DESIGN, INC. a PLANNING I ARCHITECTURE I INTERIOR DESIGN i 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407,830.1400 I fax: 407.830.4143 AA0002731 i www.forumarchitecture.com THE I ICHMAN ROU?i OF FLORIDA, INC. Fort King Colony Apartments c City of Zephyrhills, FL 4 s� b C0 SET DISTRIBUTIONS: __08118hQ__- ! Bid.& PO4 Set M o -- W v _ c d c s SHEET REVISIONS: PROJECT NO. 10-2651 i i Building Type III & III -A ' Elevations Buildina TVDe III & III -A - Front Elevation 1 /8"=1'-0" A6,11 �n J SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUME m rn �i N co O w C _O •v 12 a • N G O O . U vs c 0 u_ _ Z w Q 0 .a 0 J LL • Z U C c c c A6.61 Building Type XVIII -Left Elevation Building Type XVI II -Front Elevation Building T 1 /8"=1'-0" BLDG. SYM. ABOUT C.L. e XVIII -Right Elevation 1 /8"=1'-0" B REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLIES C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE ABOVE @ ROOF PERIMETER. SEE SHEET A7.21 FOR SOFFIT DETAILS 02 ROOF SYSTEM PER SPECS 03 FIBER CEMENT HORIZONTAL LAP SIDING: 6" EXPOSURE 04 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 05 WINDOWS & DOORS PER SCHEDULES. SEE WINDOW DETAILS. PROVIDE TRIM BANDING AS PER ENLARGED ELEVATIONS AND DETAILS 06 GUTTERS: PROVIDE ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS 07 ONE-PIECE CORNER TRIM: lx4x4, UNO 08 FIBER CEMENT SHAKER SIDING 09 FIBER CEMENT PANEL 10 ALUM. BALCONY RAILING: 42" HIGH GUARDRAIL WITH VERTICAL PICKETS SPACED SUCH THAT A 4" SPHERE CAN NOT PASS THROUGH THE GAPS. FRAME TO HAVE ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER 11 15"40" DECORATIVE SHUTTERS 12 12" DECORATIVE LOUVER 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, 11132701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchitecture.com THE ICHMAN R®V 1 OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET ISTRIBUTIONS: _ _08 600 _, . 0 & Permit Set EDITED BY: PROJECT NO. 10-2651 Building Type XVIII Elevations A6021 1 /8"=1'-0" 00 1* I co a ti co O M 0 0 N ti co 0 0 d Q 3 O Electrical Panel -CONTRACTOR TO VERIFY SOLID DRAIN PIPE SIZE AS REQUIRED. -CONTRACTOR TO VERIFY ALL GUTTER DRAINAGE LOCATIONS. -POP-UP EMITTERS TO BE LOCATED OUT SIDE OF LANDSCAPE (MULCHED) AREAS. -CONTRACTOR TO INSTALL PER MANUFACTURE SPECS. -CONTRACTOR TO VERIFY WHICH DOWN SPOUTS NEED TO BE CONNECTION DIRECTLY TO DRAANAGE PIPES. Gutter Detail Decorative Railing Detail Gable Pediment Detail 1 /2"=1 -0" 1 /2"=1'-0" PAINT TO 5 MATCH A722 ADJACENT SIDING COLOR 00 01 00 uo� 0 C 0 0 0 0 C) 0 Do n 0 U 0 no o 0 U o 0 QL LI 0 no no - - - , I ; r- --- - --- ---1 I I III I I I I I I I I I I O o4 1 x4 Window Trim Detail 1x4 1x8 (2)1 x6 1x4 3A.. _/ 1 112" — 1 112" — 1 /2"=1'-0" oa 1 x4 oa 1 x2 OVER 1 x8 1 x4 I I f� oa lx6 11 V ----------------- -- I — I I f I i 11 iIII Balcony Elevation Detail 1 /2"=1'-0" 31' 10 7/8" HEEL HGT. OIL 30'-8 7/8" TRUSS BRG. 21' 8 1/2" OILFIN. FLR. 191.111. _ TRUSS BRG 07 13 10'-10 5/8" FIN. FLR. 9'' 1 1 /8" Y TRUSS BRG. -01, IN. FLR. 1 /4"-1'-0" (2)1 x6 1x4 Balcony Elevation Detail 1 x6x6 (2)1 x4 1x12 (2)1x8 1x6 1x6x6 1x6 (2)1x10 1x4 OVER (2)1 x12 1x6 1x6x6 1x12 (2)l x8 1x6 1x6x6 1x6 (2)1 x4 Entry Tower Detail SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLIES 12 C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL - 01 LAP SIDING TO BE WOOD GRAIN TEXTURE 13 KEY NOTES 30'-8 7/8" _ TRUSS BRG. MAY NOT BE REFERENCED ON THIS SHEET 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE ABOVE @ os ROOF PERIMETER. SEE SHEET A7.21 FOR SOFFIT DETAILS 02 ROOF SHINGLES PER SPECS 03 FIBER CEMENT HORIZONTAL LAP SIDING: 6" EXPOSURE 4 21'-8 1/2" 04 FIBER CEMENT TRIM BOARD- WIDTH AS INDICATED. --FFIN. FLR. PROVIDE FLASHING AS NECESSARY OIL 19'-11" TRUSS BRG. 05 WINDOWS &DOORS PER SCHEDULES. SEE WINDOW \- of DETAILS. PROVIDE TRIM BANDING AS PER ENLARGED ELEVATIONS AND DETAILS. 13 06 GUTTERS & DOWNSPOUTS: PROVIDE ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLANS AND SITE CONDITIONS 07 ONE-PIECE CORNER TRIM: lx44, LINO �1�0'-105/8" 08 BUILDING SIGN & LIGHT. CONTRACTOR TO VERIFY & FIN. N. FLR. - COORDINATE BUILDING SIGN & LIGHT LOCATION OL 9' 1 ,'; TRUSS BRG09 FIBER CEMENT PANEL . 10 ALUM BALCONY RAILING: 42" HIGH GUARD RAIL WITH VERTICAL PICKETS SPACED SUCH THAT A 4" SPHERE CAN NOT PASS THROUGH THE GAPS. FRAME TO HAVE ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER 11 18"x60" DECORATIVE SHUTTERS 12 12" DECORATIVE LOUVER o'-0" 13 FIBER CEMENT SHAKER SIDING FIN. FLR. 14 URETHANE OR CELLULAR PVC GABLE PEDIME ATTACHED TO UNDERSIDE OF FASCIA PER MANUFACTURER 15 1/8" HARD POLYMER KOROLATH SHIM SIZED TO CONNECTION 1 /4"=1'-0" 16 ELECTRICAL METERS AND EQUIPMENT: G.C. TO COORDINATE SIZE & LOCATION W/ ELECTRICAL AND 5B CIVIL DRAWINGS A6.61 17 ELECTRICAL CONDUIT � 01 18 DOWNSPOUT COUPLING TO SOLID DRAIN PIPE 13 19 SOLID DRAIN PIPE OL 32'-4 7/8" HEEL HGT. 20 POP-UP EMITTER _OL 30'-8 7/8" TRUSS BRG. 21 ELBOW 22 GROUND 23 1" PICKETS, TYP 24 2" TOP AND BOTTOM RAIL 25 1/2" PICKETS 7 A6.61 26 4" DIAMETER CIRCLE, 112" WIDE _ 21'-81 /2" FIN. FLR. 19' 11" TRUSS BRG. 10'-10 5/8" FIN. FLR. n "-F OL 9'-1 1/8" TRUSS BRG. OL 0'-0" FIN. FLR. 1 /4"=1 '-0" 3 n I n FORUME r 0 ARCHITECTURE & INTERIOR DESIGN, INC. m PLANNING ARCHITECTURE I INTERIOR DESIGN ° 0 745 orienta avenue, suite 1121 .2 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 m www.forumarchitecture.com L Q THE OF FLORIDA, INC- Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08/18/10 Bid & Permit Set I j i i Q SHEET REVISIONS: EDITED BY: AS z PROJECT NO. 10-2651 z U W Elevation Details 0 W F z w U W F -- U I A6.61 0 W 7 -\A7.21 It 00 a� 8 7: a u; 0 0 N C 0 O a 0 0 ti 0 co c 0 U 7 O ■.. a N C O O 0 vM _c 0 c Z W a a a 0 cr 0 J LL a U a Section Cagy Breezewa Typ. @ All Locations Ent 1 /2"=1'-0" Exterior Wall Typ. @ Parallel Floor Truss 8 A7.21 30'-8 7/8" TRUSS BRG 1 1 /2"=V-0" Exterior Wall Typ. @ Perpendicular Floor Truss 1 1 /2"=1'-0" SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLY SCHEDULES 0 KEY NOTES 01 CONC. FND. & SLAB: PER FND. PLANS, DETAILS, AND SCHEDULE 02 BASEBOARD TRIM: PROVIDE 31/4" COLONIAL STYLE WD., PAINT COLOR PER OWNER 03 TERMITE SHIELD: CONT. GALV. METAL, TYP 04 STARTER STRIP 05 CONT. SILL SEALER, TYP 06 CONT. BEAD OF SEALANT 07 FIBERGLASS BATT INSULATION 08 LADDER TRUSS W/ VERTICAL MEMBERS @ 16" OC 09 UPSET BEAM PER STRUCTURAL 10 FURRING CHANNELS HORIZONTAL SPACED @ 24" VERTICALLY 11 BEAM/HEADER: PROVIDE BEAM OR HEADER AS PER SCHEDULE ON FRAMING PLANS. SEE STRUCTURAL FOR DETAILS 12 DOUBLE TOP PLATE, TYP 13 2 X 10 TOP PLATE, TYP 14 BACKER ROD. 15 FIBER CEMENT SIDING OVER BUILDING WRAP. SEE ELEVATIONS FOR DETAILS 16 CONT. 2 X 4 BLOCKING (P.T. WHEN USED ON EXT.) 17 7/16" EXT. GRADE SHEATHING / DRAFTSTOPPING 18 BUILDING WRAP 19 FLASHING 20 SELF -ADHERING MEMBRANE 21 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. 22 URETHANE OR CELLULAR PVC GABLE PEDIMENT ATTACHED TO UNDERSIDE OF FASCIA PER MANUFACTURER 23 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATION. TRIM BANDS TO BE ON ALL SIDES OF COLUMNS. PROVIDE ALL REQUIRED FLASHING FOR SPECIFIC CONDITIONS 24 DECORATIVE RAILING: PROVIDE ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. SECURE TO PILASTERS BEYOND 25 FIBER CEMENT PANEL 26 5/8" FIRE RATED EXT. GRADE GYP. BD. 27 (2) LAYERS FIRE RATED EXT. GRADE GYP. BD. 28 2X LEDGER. SEE STRUCTURAL FOR SIZES 8FORUME r e 'a ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 5 phone: 407.830.1400 �e fax: 407.830.4143 AA0002731 www.forimarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL S T DISTRIBUTIONS: EDITED BY: JT PROJECT NO. Exterior Building & Wall Sections A7,01 10-2651 = SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUME 4 SIM A7'" N 11 a� 8 Cn a v, 0 0 0 N ti C •O O .L 3 N O ti 4 LO ND J C O V 7 .n to co N C 0 U rn c 7 W Q a "a 0 O • J U a Section 0D, Solarium 1 /2"=14-0" a� Section (cb, Balcon 1 /2"=1'-0" B REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLY SCHEDULES 0 KEY NOTES 01 CONC. FND. & SLAB: PER FND. PLANS, DETAILS, AND SCHEDULE 02 BASEBOARD TRIM: PROVIDE 31/4" COLONIAL STYLE WD., PAINT COLOR PER OWNER 03 TERMITE SHIELD: CONT. GALV. METAL, TYP 04 STARTER STRIP 05 CONT. SILL SEALER, TYP 06 CONT. BEAD OF SEALANT 07 FIBERGLASS BATT INSULATION 08 LADDER TRUSS W/ VERTICAL MEMBERS @ 16M OC 09 UPSET BEAM PER STRUCTURAL 10 FURRING CHANNELS HORIZONTAL SPACED @ 24" VERTICALLY 11 BEAM/HEADER: PROVIDE BEAM OR HEADER AS PER SCHEDULE ON FRAMING PLANS. SEE STRUCTURAL FOR DETAILS 12 DOUBLE TOP PLATE, TYP 13 2 X 10 TOP PLATE, TYP 14 BACKER ROD. 15 FIBER CEMENT SIDING OVER BUILDING WRAP. SEE ELEVATIONS FOR DETAILS 16 CONT. 2 X 4 BLOCKING (P.T. WHEN USED ON EXT.) 17 7/16" EXT. GRADE SHEATHING / DRAFTSTOPPING 18 BUILDING WRAP 19 FLASHING 20 SELF -ADHERING MEMBRANE 21 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. 22 URETHANE OR CELLULAR PVC GABLE PEDIMENT ATTACHED TO UNDERSIDE OF FASCIA PER MANUFACTURER 23 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATION. TRIM BANDS TO BE ON ALL SIDES OF COLUMNS. PROVIDE ALL REQUIRED FLASHING FOR SPECIFIC CONDITIONS 24 DECORATIVE RAILING: PROVIDE ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. SECURE TO PILASTERS BEYOND 25 FIBER CEMENT PANEL 26 5/8" FIRE RATED EXT. GRADE GYP. BD. 27 (2) LAYERS FIRE RATED EXT. GRADE GYP. BD. 28 2X LEDGER. SEE STRUCTURAL FOR SIZES i 0 w 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.fbrumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL cI (t S�1' DISTRIBUTIONS: G E EDITED BY: JT m z PROJECT NO. 10-2651 z U Balcony & Solarium o _ Building Sections z W 1r LU U X A7,02 0 LL 00 II Low Roof FramingDetail 0 1 1/2" =1I -0" Low Roof Framing Detail 112" SET BACK I.---1-- 10 0Sill Detail Typ. @ Slab Perimeter 1 1 /2"=1'-0" 6"=1'-0" Tenant Separation Wall TYP• @ Back To Back Units 1 1/2"=1'-0" Tenant Separation Wall TYP• @ Back To Back Units 1 1/2"=1'-0" Slab _ Tenant Sep. Wall TYP• @ Back To Back Units 1 1/2"=1'-0" Tenant Separation Wall Typ. @ Side By Side Units BLDG. PLANS 1 1 /2"=1'-0" Tenant Separation Wall Typ. @ Side By Side Units 1 1/2"=1'-0" REFER TO BLDG. PLANS Slab 0 Tenant Sep. Wall Typ. @ Side By Side Units 1 1 /2"=l'-0" Breezeway Wall Floor Truss i UNIT W-3 ��3_0�'-8 7/8" TRUSS BRG 1 1 /2"=l'-0" 21'-81/2" @ 3RD FLR 10'-10 5/8" @ 2ND FLR FIN FLR 19--11" @ 3RD FLR 9'-1 1/8" @ 2ND FLR TRUSS BRG Breezeway Wall :] Slab (a� Breezeway Wall 1 1 /2"=1'-0" 0'-0" UNIT FIN FLR 1 1 /2"=1'-0" SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLY SCHEDULES E KEY NOTES 01 CONC. FND. & SLAB: PER FND. PLANS, DETAILS, AND SCHEDULE 02 BASEBOARD TRIM: PROVIDE 31/4" COLONIAL STYLE WD., PAINT COLOR PER OWNER 03 TERMITE SHIELD: CONT. GALV. METAL, TYP 04 STARTER STRIP 05 CONT. SILL SEALER, TYP 06 CONT. BEAD OF SEALANT 07 FIBERGLASS BATT INSULATION 08 LADDER TRUSS W/ VERTICAL MEMBERS @ 16" OC 09 UPSET BEAM PER STRUCTURAL 10 FURRING CHANNELS HORIZONTAL SPACED @ 24" VERTICALLY 11 BEAM/HEADER: PROVIDE BEAM OR HEADER AS PER SCHEDULE ON FRAMING PLANS. SEE STRUCTURAL FOR DETAILS 12 DOUBLE TOP PLATE, TYP 13 2 X 10 TOP PLATE, TYP 14 BACKER ROD. 15 FIBER CEMENT SIDING OVER BUILDING WRAP. SEE ELEVATIONS FOR DETAILS 16 CONT. 2 X 4 BLOCKING (P.T. WHEN USED ON EXT.) 17 7/16" EXT. GRADE SHEATHING / DRAFTSTOPPING 18 BUILDING WRAP 19 FLASHING 20 SELF -ADHERING MEMBRANE 21 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. 22 URETHANE OR CELLULAR PVC GABLE PEDIMENT ATTACHED TO UNDERSIDE OF FASCIA PER MANUFACTURER 23 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATION. TRIM BANDS TO BE ON ALL SIDES OF COLUMNS. PROVIDE ALL REQUIRED FLASHING FOR SPECIFIC CONDITIONS 24 DECORATIVE RAILING: PROVIDE ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. SECURE TO PILASTERS BEYOND 25 FIBER CEMENT PANEL 26 5/8" FIRE RATED EXT. GRADE GYP. BD. 27 (2) LAYERS FIRE RATED EXT. GRADE GYP. BD. 28 2X LEDGER. SEE STRUCTURAL FOR SIZES FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Im SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: JT PROJECT NO. 10-2651 Breezeway & Tenant Wall Separation Sections A7.11 Co a� M N 0 0 0 .o a 0 0 m 0 a N 0 0 U rn c iz Trim Band Detail Side Wall To Roof Detail 00 �Wa�IT�oRo �fD�e�Efl I V I 6"=1'-0" 3"=1 '-0" Wall Cap Detail Section Soffit Detail Soffit Detail 3"=1'-0" 1 1 /2"=1'-0" 3"=1'-0" 1 /2"=1'-0" @ Breezeway & Building Type XVIII Gabe Balcony Column End Detail Balcony End Detail @ T-Bar 4 nm Soffit Detail 0 Balcon Solarium Similar 6"= 1'-0" 6"=1'-0" 1 1/2"=l'-O" Balcony /Unit Wall Balcony Detail @ Unit Wall 1 I I A7.21 n 1x10 Balcony Detail @ End 1 114 — I -V 1 1 /2"=l'-O" BALCONY 01E 1s 1 x4 1s 1 x4 BALCONY 1 1 /2"=1'-0" 0 SHEET NOTES A REFER TO A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLIES E KEY NOTES 01 2x DBL. TOP PLATE 02 HEADER/BEAM PER STRUCTURAL 03 BUILDING WRAP 04 PRE-ENGINEERED ROOF TRUSS PER STRUCTURAL 05 (2) 2X4 P.T. PAINTED TO MATCH TRIM 06 2x BLOCKING AS NEEDED 07 ALUM. T-BAR INSTALLED W/ SPACERS UNDER FOR MOISTURE DRAINAGE AND DISSIMILAR MTL. SEPARATION 08 GALV. MTL. EDGE FLASHING 09 GALV. MTL. COUNTER -FLASHING 10 PRE -DRILL PILOT HOLE AND INJECT WITH SEALANT 11 SELF -ADHERING MEMBRANE 12 PROVIDE CONT. BEAD URETHANE SEALANT, USE BACKER ROD IF NEEDED 13 FIBER CEMENT PERFORATED SOFFIT WITH INSECT SCREEN 14 SOFFIT VENT WITH INSECT SCREEN. REFER TO ATTIC VENTILATION CALCULATION 15 15/32" PLYWOOD 16 7/16" OSB SHEATHING (15/32" P.T. PLYWOOD @ FIRST 4 FEET) 17 5/8" EXT. GRADE, FIRE RATED, GYPSUM BOARD 18 FIBER CEMENT SIDING OVER BUILDING WRAP. SEE ELEVATIONS FOR PATTERNS/STYLES 19 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDT ER ELEVATION. TRIM BANDS TO BE ON ALL SIDES F COLUMNS. PROVIDE ALL REQUIRED FLASHIN FOR SPECIFIC CONDITIONS. 20 FIBER CEMENT STARTER STRIP 21 FIBER CEMENT PANEL 22 TYPICAL P.T. 2x8 FASCIA, ALUM. CLAD W/ ALUM. DRIP EDGE 23 NONPERFORATED FIBER CEMENT SOFFIT AT GABLES. INSTALLED PER MFR. 24 118" THICK HARD POLYMER KOROLATH SHIM SIZED TO CONNECTION 25 DBL. 2x6 LEDGER 26 7/16" OSB DRAFTSTOPPING 27 DECORATIVE RAILING: PROVIDE ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. SECURE TO PILASTERS BEYOND 28 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. 29 ELASTOMERIC MEMBRANE SYSTEM: RUN LAP SEAMS IN DIRECTION OF SLOPE 30 T-BAR SPACER TO ALLOW FOR DRAINAGE: DOUBLE 474" 60 MIL ELASTOMERIC MEMBRANE SPACED 10-12" O.C. 31 INSULATION BAFFLE: MAINTAIN 1 1/2" IN. AIRSPACE BELOW ROOF DECK @ ALL EAVES, TYP. 32 ROOFING FELT UNDERLAYMENT 33 METAL CAP: SLOPE TO DRAIN, PAINT TO MATCH TRIM 34 ALUMINUM GUTTERS & DOWNSPOUTS 35 GALV. MTL. BASE FLASHING 36 ELASTOMERIC MEMBRANE 37 METAL FLASHING arVRUME z a r ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 5 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumamhitecture.com 0i 0 Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08/18110 _ r _ Bid e _ . Set EDITED BY: JT z PROJECT NO. 10-2651 Z rn Section Details 0 x W z W x 3 U W F I U 0 A7,21 U. 0 SHEET NOTES •o ur Fr a &@0 o Plate Detail 3"=1'-0" Plumbing Wall Plumbin Wall Detail 12 3/4"=1'-0" Section EXTERIOR 20-0" TYP. BRZWAY � I 32 BEAM ABOVE I EQ �Ty . Pilaster Detail Refer To Building Plans For Locations A :.. D- Fire Extinguisher Cabinet 10 Section Fire Extinguisher Cabinet Plan Detail EXTERIOR oil W1 w-1 1 1 /2"=1'-0" 3"=1'-0" 3"=1'-0" Exhaust Duct Detail 1 X4 1X4 3"=1'-0" Fire Sprinkler Riser Access Section 3"=1'-0" Plan a Electrical Panel 1 1 /. EX., G.C. to Coordinate Size & Location 1'-0" Section @ Elec. Panel 1 1/2"=1'-0" MA 19 77 ,1 r Fire Blocking For Single Wall w/ Resilient Channels 3"=1'-0" Draftsto i ng Door 1 1 /2"=1'-0" Fire Blockin Tenant Se .Wall 0 Fire Blocking For Single Wall w/ Resilient Channels 3"=1'-0" Draftsto i ng Door 1 1 /2"=1'-0" Fire Blockin Tenant Se .Wall 0 38 Dryer Vent Detail 1 1 /2"=1'-0" MAY NOT BE REFERENCED ON THIS SHEET A ALL FLASHING TO BE 26 GA. GALV. METAL, U.N.O. B ALL SEALANT TO BE ACRYLIC URETHANE KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 FOUNDATION, REFER TO FOUNDATION PLANS & DETAILS 02 2x4 FRAMING @ 16" O.C. 03 2x6 FRAMING @ 16" O.C. 04 DOUBLE TOP PLATE 05 FLOOR TRUSS PER ASSEMBLY 06 2x SOLID BLOCKING TURNED PERPENDICULAR TO WALL FRAMING 07 5/8" GYPSUM BOARD 08 FIBER CEMENT SIDING OVER BUILDING WRAP 09 CEMENT TRIM BOARD: PROVIDE ALL NECESSARY FLASHING. WIDTH PER ELEVATIONS 10 5/8" EXT. GRADE GYPSUM BOARD 11 BUILDING WRAP 12 SELF -ADHERING MEMBRANE 13 FLASHING 14 1 1/2" WIDE CONT. STRIP 1/2" GYP. FIRE BLOCKING 15 ELECTRICAL BOXES; SEAL TOP & SIDES OF BOXES. PAINT TO MATCH ADJACENT SIDING COLOR 16 ELECTRICAL CONDUIT 17 WEATHER PROOF MTL. FIRE SPRINKLER ACCESS PANEL 18 RESILIENT CHANNELS 19 DOUBLE 2X STUD @ 10' O.C. (IN AREAS W/UNINTERRUPTED WALLS > 10' 20 FIBER CEMENT PANEL 21 (3) CONT. 2X4 STUDS AS REQ'D. UNDER BEAMS, REFER TO KING / JACK STUD SCHEDULE ON SHEET 54.02 22 KRAFT FACED BATT. INSULATION SECURELY RETAINED IN PLACE @ INTERVALS NOT EXCEEDING 10 FEET 23 7/16" O.S.B. SHEATHING (15/32" P.T. PLYWOOD @ FIRST 4') 24 NON -RATED WALL 25 DRYER VENT COVER 26 CONTINUOUS SEALANT 27 WOOD TRUSS WITH VERTICAL MEMBERS @ 24" O.C. 28 PROVIDE 2X4 BLOCKING AT TOP & BOTTOM OF DRAFTSTOPPING DOOR 29 1 PAIR SELF CLOSING HINGES TO ENSURE DRAFTSTOPPING DOOR CLOSES 30 HASP LATCH 31 DRAFTSTOPPING DOOR MADE OF APPROVED DRAFTSTOPPING MATERIAL 32 1 1/2" DIA. A.B. @ 24" O.C., TYP. 33 SIMPSON HTT 16 @ BEAM ENDS, TYP. 34 SIMPSON H5 @ 3 CORNERS 35 STARTER STRIP 36 FIRE EXTINGUISHER CABINET 37 ONE-PIECE CORNER TRIM: WIDTH PER ELEVATIONS 38 ROUTE 4" DIA. 30 GA. RIGI (SMOOTH) GALV. DRYER EXHAUST DUCT THROUGH FLOOR TO EXTERIOR WALL CAP PER UNIT PLANS 39 DUCT IN WALL 4" DIA. 30 GA. GALV. RIGID (SMOOTH) DRYER EXHAUST 40 PRE-ENGINEERED TRUSS 41 TERMINATE EXHAUST DUCT 2" BELOW TOP OF OPENING FOR CONNECTION OF FLEX DUCT BY TENANT 42 FINISH OPG. W/1/2" GYP. ALL SIDES, TEXTURE & PAINT AS REQ'D. TO MATCH WALL 43 2x8 TOP PLATE 44 2x6 TOP PLATE FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs,132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL l� 1 EDITED BY: AD PROJECT NO. 10-2651 z Section Details 0 it w z w U U Q A7.22 0 U. B n as M d M O O N �O N 0 79 m 3 O i c 0 v a u, (o N O U c Y 0 U. w as Q Q: Q ur U a 30 21 14 STEP - H - ASSEMBLY FINISHED STEP - G - POUR CONCRETE OVER BALCONY UNDERLAYMENT. - INSTALL METAL FLASHING 2" ABOVE OF CONCRETE SURFACE - INSTALL BUILDING WRAP OVER METAL FLASHING. - CLOSE CUT ON BUILDING WRAP OVER DIVERTER WITH SELF ADHERING MEMBRANE - INSTALL CEMENTITIOUS STARTER AND CEMENTITIOUS SIDING PER MANUFACTURER INSTRUCTIONS. STEP - F - INSTALL SELF ADHERING MEMBRANE OVER DIVERTER AND SEAL UPPER EDGES WITH MASTIC 07 Ile 07 STEP - E " -NOTCH ENDS OF T-BAR & SEAL EDGES - PRE -ASSEMBLE T-BAR AND DIVERTER PRIOR TO INSTALLATION. - SET T-BAR AND DIVERTER AT EDGE � .6 OF BALCONY WITH NAILS OVER 17 SPACERS. SHEET NOTES V)'i%�' A ALL FLASHING TO BE 26 GA. GALV. METAL, U.N.O. .� oe,,•' i B ALL SEALANT TO BE URETHANE ilk'? 1; C BALCONY COLUMNS FRAMING & SHEATHING TO BE 0y. PRESSURE TREATED NOTES SOME KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET .... ..... 01 BUILDING WRAP 2 r"'.. 02 SELF ADHERING MEMBRANE 2 03 SHEATHING PER ASSEMBLY 04 METAL FLASHING STEP - D 05 CORNER METAL FLASHING - APPLY BED OF MASTIC AT CORNER/EDGE OF BALCONY. - INSTALL SELF ADHERING MEMBRANE OVER VERTICAL 06 EDGE FLASHING PORTION OF ELASTOMERIC MEMBRANE AND BASE FLASHING. -APPLY MASTIC OVER SELF ADHERING MEMBRANE. 07 GALV. METAL DIVERTER FLASHING SET IN MASTIC 08 STEP METAL FLASHING 09 WOOD DECK 10 (2) 2x4, P.T. 13 11 2x P.T. FILLER @ BREEZEWAY, (2) 2x4 P.T. @ BALCONY 12 MASTIC 13 60 MIL ELASTOMERIC MEMBRANE 14 SEALANT 15 SCREW SET IN SEALANT 16 LIGHTWEIGHT CONCRETE 17 T-BAR 12 18 SPACER MADE OF DOUBLED UP 60 MIL MEMBRANE 19 FIBER CEMENT TRIM BOARD STEP - C 20 FIBER CEMENT STARTER STRIP - INSTALL 60 mil, ELASTOMERIC MEMBRANE OVER PREVIOUS 21 FIBER CEMENT SIDING PRIMED SURFACE. - INSTALL SPACER AT 12" O.C. - SEAL PERIMETER OF SPACERS WITH MASTIC. 22 ROOF FELT UNDERLAYMENT 23 ROOF SHINGLES 24 ALUMINUM GUTTER 25 CONT. 4x6 METAL BASE FLASHING OVERLAPS JOINTS 3" MIN. I 26 COMBINATION POCKET FLASHING 27 "L" FLASHING WI PRIMER, SET IN MASTIC 28 2x FASCIA 25 29 DRIP EDGE 06 30 ONE PIECE CORNER TRIM 02 STEP - B - INSTALL EDGE FLASHING. - INSTALL SELF ADHERING MEMBRANE OVER CORNER FLASHING. - INSTALL CONT. BASE FLASHING OVER CORNER FLASHING ALONG THE PERIMETER OF BALCONY, OVERLAP MIN 30 . STEP - A - INSTALL BUILDING WRAP UP TO BALCONY LEVEL. - INSTALL CORNER METAL FLASHING AT EDGE OF BALCONY OVER BUILDING WRAP. - PRIME ALL SURFACE IN PREPARATION FOR WATERPROOFING SYSTEM. Breezeway & Balcony End Flashin N.T.S. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. ' PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax:407.830.4143 AA0002731 www.forumarchdecture.com � Fort King E Colony I Apartments 0 a E `City of Zephyrhills, FL o 0 m J SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. Breezeway & Balcony End Flashing Details A7,71 10-2651 SHEET NOTES ; w A ALL FLASHING TO BE 26 GA. GALV. METAL, U.N.O. a z MRUME B ALL SEALANT TO BE ACRYLIC URETHANE i KEY NOTES ARCHITECTURE & .69 INTERIOR DESIGN, INC. 01 METAL FLASHING 6 PLANNING I ARCHITECTURE I INTERIOR DESIGN 02 ROOF TRUSS, SHEATHING, & FINISH PER ASSEMBLY 8 0 745 orienta avenue, suite 1121 03 BUILDING WRAP a►tamonte springs, fl 32701 phone: 407.830.1400 of fax: 407.830.4143 04 ROOFING FELT UNDERLAYMENT I AA0002731 www.fbrumarchitecture.com 05 60mil ELASTOMERIC MEMBRANE V-0" MIN. 06 4" W X 6" H METAL BASE FLASHING 2 THE 07 SELF ADHERING MEMBRANE . ICHMAN ` - 08 METAL COUNTERFLASHING W/ 1" TABS TO PROTECT $ ------------------ -----i, ---- MEMBRANEC 19w Ul x 11j 09 COMBINATION POCKET FLASHING OF FLORIDA, INC. FOLD LINE a 1 II 10 ALUM, DRIP EDGECL 15 Eli 03 16 11 11 GALVANIZED METAL DIVERTER FLASHING m 11 12 SEALED JOINT Fort King 17 13 SELF -ADHERING MEMBRANE FLASHING OVER PRIMED m ColonyO.S.B. E 1j 06 3 - Apartments l II 14 METAL END DAM FLASHING, 6" MIN. UP OPENINGS 09 STEP B: CUT HORIZONTAL LEG OF BASE FLASHING AND FOLD 15 FIBER CEMENT SIDING OVER BUILDING WRAP VERTICAL LEG BACK TO SPECIFIED ANGLE. SET BASE FLASHING IN MASTIC. 16 CONT. BEAD OF SEALANT 16 II 17 FIBER CEMENT TRIM BOARD, WIDTH E 11 08 PER ELEVATION. PROVIDE ALL REQUIRED g City of Zephyrhills, FL FLASHING FOR SPECIFIC CONDITIONS I I " 11 18 METAL CAP 15 II o STEP D: INSTALL MTL COUNTERFLASHING WITH 1" TABS TO II PROTECT MEMBRANE FLASHING. COUNTERFLASHING 17 SHALL EXTEND INTO LIGHTWEIGHT CONC. Y 11 E N 00 12 W/ BACKER ROD AS a� II NECESSARY 3 ao s• I� � 09 00 STEP A: INSTALL CORNER POCKET FLASHING. SET IN MASTIC 8 � � c &Ca Outside Corner Detail � S DISTRIBUTIONS: .-' /, 12 Walls to Decking 1 1/2"=1'-0" oet�a�lo _ _ala_._eerm� __� Corner Water roofin Detail - Inside Corner 7 6"=1'-0" �� ` Siding to Trim ? - 05 17 18 STEP C: BEGINNING AT THE EDGE FLASHING, INSTALL STEP C: INSTALL MTL CAP OVER MTL COUNTERFLASHING ELASTOMERIC MEMBRANE. EXTEND INTO FULL DEPTH OF W - 1 OPENING, TURNING UP WALL MIN. 3" PAST MTL. BASE " " FLASHING (REFER ALSO WALL FLASHINGDETAIL) Q SHEET REVISIONS: U�1 1 06 i m STEP C: SET BASE FLASHING AND LAPPED LEGS IN MASTIC. - ------- APPLY SEALANT IN CORNER CIS N I, 12 �,'� ice'' i N IL - I.00 14 0 1' i FOLD LINE78 I? =0a. 6 , 11 08 �`' 17 -� 15 4 STEP B: SET END DAM FLASHING MIN. 6" UP DOOR 11 , 0 16 OPENING STEP B: INSTALL MTL COUNTERFLASHING WITH 1 TABS TO i �e $ - I PROTECT MEMBRANE FLASHING IN BED OF MASTIC o ~ " ONE PIECE 17 I STEP B: FOLD VERTICAL LEG AT CUT TO SPECIFIED ANGLE. 1 LAP HORIZONTAL LEGS 0 10 03 I m Q I, t E a 03 i EDITED BY: JT I V 1'-0"MIN. " i PROJECT NO. 10-2651 07 , i Ul U.o ' FOLD LINE ' /' W Flashing ­Details 0 ------ CUT LINE o w 06 _ HOLD FASCIA 1" FROM W - � FINISHED SIDE WALL z � g w STEP A: BEGIN WITH CONT. PIECE MTL. BASE FLASHING. STEP A: BEGIN WITH CONT. PIECE MTL. BASE FLASHING. CUT 3 0 16 15 CUT VERTICAL LEG 450 AT DOOR OPENING, FOLDING INTO HORIZONTAL LEG AT INSIDE CORNER 9 a THE OPENING. SET FLASHING IN MASTIC. STEP A: BEGIN WITH SELF ADHERING MEMBRANE Corner Waterproofing Detail Outside Corner Entry Door Detail Wall Cap Detail Inside Corner Detail Roof / Wall Diverter Flashinq A7,72 6"=1'-0" 5 1 1 /2"=1'-0" 4 1 1 /2"=1'-0" 2 1 1 /2"=1'-0" 1 1/2 =1 -0" Siding to Trim @ Upper Floor Doors @ Walls to Decking Typ. @ All Roof / Wall Intersections 0 3 W Typical Railing/ Ornamentation Installation Detail Window Installation Details Note: "Sealant" to be Exterior Sealant as Specified R ME SHIM AS 24 GA. INDO !! t NECESSARY z ALUM. QfP L R U C G FLASHING ARCHITECTURE & INTERIOR DESIGN INC. WOW...••,. " y •� y H J ' y,° : 4 4 y a g �; �:.• avi� PLANNING I ARCHITECTURE I INTERIOR DESIGN FO U � NAILING FIN �wora�'wP �a° �un°i s nai q INDOW w � S 0 A I '� D l . ! ::,. _ K FRAME _ ~ i J~ �I i e I 74 avenue, suite 1121 orients _L�, I. •; old : • I , • 5altamonte springs, fl 32701 D o►p" ""� I Iu� Buaa BuiW� Bu - { o �, - phone: 407.830.1400 a �; ) i °� fax: 407.830.4143 B au �i ' i . Q • j' �j • AA0002731 "` B„ �� 1 C �� M ;• ' ! INSIDE www.forumarchitecture.00m wiNu^•'- BUI DIO • • _„"gyp '' '• 7 Bull 9lNID"'_ �Il° �qla Bup'° 8U Bull DIAGRAM 1 DIAGRAM 2 DIAGRAM 3`� �M1N• B� - E OU N P B" "°" �'"� �'"� V 2 az ° THE DIAGRAM 1- DIAGRAM 2- DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 F DIAGRAM 4 DIAGRAM 5 DIAGRAM 6 DIAGRAM 7 DIAGRAM 8 DIAGRAM 9 DIAGRAM 10 ICHMAN STEP A: LOCATE RAILING MOUNTING. STEP C: APPLY SEALANT TO TOP AND SIDES OF MOUNTING PLATE. STEP B: PRE -DRILL HOLES FOR RAILING/ORNAMENTATION ATTACHMENT DIAGRAM 1- DIAGRAM 3 - DIAGRAM 4 - DIAGRAM 6 - DIAGRAM 9 - $Rour AND FILL W/ SEALANT. SEE TYPICAL FASTENER INSTALLATION DETAIL. DIAGRAM 3- STEP A: WEATHER RESISTANT BUILDING WRAP OVER WINDOW OPENING STEP F: APPLY 10" NON -MEMORY SELF -ADHERING MEMBRANE (FORMABLE) STEP K: APPLY SELF -ADHERING MEMBRANE OVER NAILING FIN AT SIDESNAMBS (WIDE STEP Q: ATTACH ALUMINUM FLASHING AT HEAD OF WINDOW WITH STEP T: FOLD BUILDING WRAP DOWN AT HEAD OVER THE MOUNTING PLATE ON TO TRIM BOARD PIECE. AND SHEATHING. AT SILL OVER PREVIOUS MEMBRANE AND UP SIDE AT LEAST 6" FROM ENOUGH TO EXTEND PAST SIDE FINISHED TRIM BAND BY 2" AND LONG ENOUGH TO FASTENERS. ALUMINUM FLASHING AND SELF -ADHERING MEMBRANE. OF FLORIDA, INC. 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 Typical Fastener Detail EXTENDING 8" OVER HEAD OF WINDOW OPENING. STEP G: PRIME EXPOSED SHEATHING. STEP R: APPLY 6' NON -MEMORY SELF -ADHERING MEMBRANE (FORMABLE) SELF -ADHERING MEMBRANE (FORMABLE) AT SEAMS. DIAGRAM 5 - OVER ALUMINUM FLASHING AT TARGET LOCATION OVER CORNERS AS DIAGRAM 2 - STEP H: APPLY CONTINUOUS BEAD OF SEALANT AT HEAD AND JAMBS ON STEP L: FORM 24 GAUGE ALUMINUM FLASHING FOR HEAD OF WINDOW AS SHOWN. SHOWN. DIAGRAM 10 - STEP C: FOLD FLAP UP ABOVE HEAD AND TEMPORARILY SECURE. INSIDE OF WINDOW NAILING FIN TO ENSURE THAT SEALANT WILL SQUEEZE (COLOR TO MATCH WINDOW) STEP V: BEFORE INTERIOR SHEATHING INSTALLATION, APPLY S THRU SCREW LOCATIONS AND OUT NAILING FIN EDGE. IF SEALANT IS NOT DIAGRAM 8 - SEALANT AT INTERIOR WINDOW SILL AND WINDOW FRAME, Fort King A C D 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. (I- MIN.) CLEAN ALL SURFACES PER SEALANT MANUFACTURER RECOMMENDATIONS. SHOWN. PAST STUCCO BAND WIDTH) OVER ALUMINUM FLASHING, TARGET STRIPS, m Colony STEP E: APPLY SELF -ADHERING MEMBRANE AT SILL, WIDE ENOUGH TO (� NOT APPLY SEALANT AT SILL) AND SIDE MEMBRANES, AS SHOWN. STEP W: OPEN WINDOW AND APPLY SEALANT TO BOTTOM INSIDE E 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. Apartments STEP J: SET WINDOW IN ROUGH OPENING PER MANUFACTURER i INSTRUCTIONS. STEP P: FOLD FRONT FLAP OVER PREVIOUS TOP FLAP. DO NOT SEAL. o 0 a c B Typical 2-Piece Vent Cover Detail Typical Wire/Pipe Penetration Detail 8 8 E City of Zephyrhills, FL DIAGRAM 1 DIAGRAM 2 DIAGRAM 3ILDI A E F Bu —> lo DIAGRAM 1- DIAGRAM 2- • "°"° D �' STEP A. PRE DRILL HOLE TO FIT FASTENER STEP C: PLACE ITEM TO BE SECURED AS REQUIRED BY ASSOCIATED DETAIL. °' �� �`. eu�'"G D �"` B� F c THROUGH SIDING. DIAGRAM 3- �, _ Bum' STEP B: FILL HOLE COMPLETELY WITH SEALANT. FASTENER INTO HOLE FORCING SEALANT TO SQUEEZE OUT Bull A+ : a OF PENETRATION AND AROUND FASTENER. �"`D" Loll sui�jNO""'� ��� Bum" �,��° B,IL mCNI guaDINI C Bu1L0'"0�" : Bull c w eur,d eu�u ew�u euiur DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 G'�'"`""a"° a O'L � "' °"° m c DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 DIAGRAM 5 m 0 c DIAGRAM 1 - DIAGRAM 3 - DIAGRAM 1- DIAGRAM 3 - DIAGRAM 5 - m STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF OPENING. STEP D: APPLY 6" SELF -ADHERING MEMBRANE ON BOTH SIDES OF VENT STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF WIRE/PIPE. STEP D: WRAP FLAPS OF SELF -ADHERING MEMBRANE AROUND WIREIPIPE, STEP F: WRAP FLAPS OF SELF -ADHERING MEMBRANE AROUND a SET DISTRIBUTIONS: COVER, EXTENDING 3" ABOVE TOP VENT COVER EDGE AND PAST AND ADHERE ONE OVER THE OTHER. ENSURE THE SELF -ADHERING WIRE/PIPE, AND ADHERE ONE OVER THE OTHER. ENSURE THE 08N8110 Bid &. Pe _it Set STEP B: APPLY SEALANT BEHIND VENT COVER MOUNTING PLATE SELF -ADHERING MEMBRANE ON BOTTOM. STEP B: INSERT WIRE/PIPE THROUGH HOLE, MEMBRANE WRAPS STICKS TO THE ACTUAL WIRE/PIPE, CREATING A BOND SELF -ADHERING MEMBRANE WRAPS STICKS TO THE ACTUAL BEFORE INSTALLING VENT COVER MOUNTING PLATE INTO HOLE OVER ALL AROUND THE WIREIPIPE. WIREIPIPE, CREATING A BOND ALL AROUND THE WIRE/PIPE. BUILDING WRAP. INSTALL VENT COVER PER MANUFACTURER SPECS. DIAGRAM 4 - DIAGRAM 2 - DIAGRAM 4 - STEP E: APPLY 6" SELF -ADHERING MEMBRANE AT TOP OF VENT COVER, STEP C: CUT SLIT HALFWAY THROUGH AN 6" SQUARE SELF -ADHERING STEP E: CUT SLIT HALFWAY THROUGH A SECOND 8" SQUARE DIAGRAM 2 - EXTENDING PAST SELF -ADHERING MEMBRANE ON SIDES. a STEP C: APPLY 6" SELF -ADHERING MEMBRANE AT BOTTOM OF VENT MEMBRANE AND PLACE BELOW WIRE/PIPE WITH SLIT OPENING AT TOP AS SELF -ADHERING MEMBRANE AND PLACE ABOVE WIRE/PIPE WITH o COVER, MOUNTING PLATE EXTENDING 4- PAST EDGE OF VENT COVER ON STEP F: AFTER SIDING APPLICATION, APPLY SEALANT BEHIND VENT COVER SHOWN. SLIT AT BOTTOM. SECOND SELF -ADHERING MEMBRANE SHALL $ - - BOTH SIDES. FLANGE ON TOP BOTH SIDES. DO NOT SEAL BOTTOM. COMPLETELY COVER THE FIRST MEMBRANE. n ro •o c Typical Sign Installation Detail Typical Electric Box Installation Detail `�� Q SHEET REVISIONS: m ��►x+w�'° SAP Bu�� ""�"° WAR ��o�pnx,w"w 0 BUILDING � Bllll°.,XiYpA(p I BW , . � ' t • : i � V /: C - _. _... ...... - 44 i • _SIG -E • . .,,,�,, r L / �l 0 u wl _. 10 Bum°"° ED°,�,"`� s g E _.-. DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 DIAGRAM 5 a VO m DIAGRAM 1- DIAGRAM 2- DIAGRAM 3- DIAGRAM 1- DIAGRAM 3 - DIAGRAM 4 - - - v STEP A: INSTALL FIBER CEMENT HORIZONTAL LAP SIDING STEP B: PRE -DRILL HOLES AND FILL W/ ACRYLIC URETHANE SEALANT. DO STEP D: FASTEN SIGN TO TRIM BOARDS. FASTENERS STEP A: PLACE BUILDING WRAP OVER ELECTRIC BOX STEP C: APPLY A LARGE ENOUGH PIECE OF NON -MEMORY STEP D: CUT'X' INTO OPENING OF ELECTRICAL BOX, c PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. NOT PLACE HOLES BETWEEN LAP JOINTS. SHOULD NOT PENETRATE HORIZONTAL LAP SIDING. SELF -ADHERING MEMBRANE TO COVER ELECTRIC BOX BY 3" ON ALL AS SHOWN. o DIAGRAM 2 - SIDES. WORK MEMBRANE TIGHT AROUND ALL CORNERS OF ELECTRIC 8 LO STEP C: INSTALL FIBER CEMENT TRIM BOARDS USING PRE -DRILLED HOLES STEP B: CUT BUILDING WRAP AROUND ELECTRIC BOX. BOX DIAGRAM 5 - r FOR FASTENERS. TRIM BOARDS SHALL BE CUT TO MEASURE LESS THAN STEP E: FOLD TRIANGULAR TABS INTO ELECTRIC BOX. v o HEIGHT OF SIGN. m p • c EDITED BY: i PROJECT NO. 10-2651 z c7 W Penetration & W Window Installation .................. z Details W U W F I U It 0 A7.73 a I O IL a U a Stair at Mid -Landing 8 1 1/2 =1 -019 aTy Handrail Connection 3"=1'-0"p. f M z .0 'J z n z i D 3 Handrail End Plan Detail @ Top of Stair Run 3"=1'-0" Third Floor Stair Plan 3/8"=1'-0" Landini Wall Second Floor Stair Plan 1 1 /2"=1'-0" 3/8"=1'-0" 8'-0" STUD TO STUD FIELD VERIFY 1 1/2" CLEAR 1 1/2" CLEAR 1/4" -/ ,,-.. gtnir qar infl''1 First Floor Stair Plan 1 /4" 1 /2"=1'-0" 3/8"=1'-0" 0 SHEET NOTES A G.C. & STAIR MFR. SHALL BE RESPONSIBLE FOR BRACING OF STAIR INDEPENDENT OF BLDG. TO PROVIDE STABLE STAIR INSTALLATION B RAILINGS, HANDRAILS, & GUARDRAILS SHALL BE STEEL WITH PAINTED FINISH. SEPARATE DISSIMILAR METALS W/ NEOPRENE GASKET / RUBBER MASTIC COMPOUND C REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLIES MM KEY NOTES 01 1" SQ. PICKETS @ 4 3/4" MAX. (SPACE BETWEEN MUST BE < 4") 02 1 1/2" DIA. STEEL HANDRAIL TO RESIST 200 P.L.F. 03 1 1/2" SQ. POST @ 4'-0" O.C. MAX. 04 CANE RAIL UNDER STAIRS, RETURN TO WALL 05 42" PRE -CAST CONC. TREAD W/ (2) 3/8" DIA. BOLTS ON EACH SIDE 06 1"X2" STEEL NOSING 07 SEALANT 08 CONT. 2 X 6 NAILER, TYP. 09 LIGHTWEIGHT CONCRETE 10 CONT. 4"X6" GALV. FLASHING 11 SELF -ADHERING MEMBRANE 12 PRE -DRILL PILOT HOLE AND INJECT WITH SEALANT 13 STRINGER: MC10X8.4 STEEL W/ OUT -TURNED FLANGES, PAINT TO MATCH ADJACENT WALL 14 1/8" THICK HARD POLYMER KOROLATH SHIM SIZED TO CONNECTION 15 EXP. 5/8" DIA. GALV. ANCHOR BOLT W/ 21/2" MIN. E AT EVERY POST. PRE -DRILL PILOT HOLE & INJECT SEALANT. 16 BEAM: SEE FRAMING PLANS & SCHEDULES 17 1 1l2"X1 1/2"X1/4"X7" ANGLE ON INSIDE FACE OF EACH STRINGER 18 SILL SUPPORT: 3" X 3" X 3/8" X 4" STEEL ANGLE W/ (2)1/2" DIA. X 31/2" LG. EXP. ANCHOR BOLT MIN. 3" EMBED 19 3"X3"X1/4"X4" ANGLE W/ (2)1/2" DIA. X 31/2" LG. BOLT ON THE INSIDE FACE OF BOTH STRINGER HALVES 20 7/16" EXTERIOR GRADE O.S.B. 21 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD 22 CEMENT BOARD PANEL 23 STARTER STRIP 24 ELASTOMERIC MEMBRANE 25 BUILDING WRAP 26 DECK SHEATHING W/ PRIMER. MUST HAVE POSITIVE SLOPE (NEUTRAL MINIMUM) 27 P.T. SHIM: T-BAR TO CLEAR FINISH MATT 28 MEMBRANE SPACERS @ 12" O.C. 29 COUNTER FLASHING 30 ALUMINUM T-BAR W/ DRIP EDGE 31 DIVERTER FLASHING 32 FIBER CEMENT HORIZONTAL LAP SIDING 33 1X FIBER CEMENT BOARD TRIM 34 METAL FLASHING 35 NO SEALANT 36 4"X4"X3/8" STEEL ANGLE W/ (4)1/274" LAG BOLTS, SPACED EQUALLY @ 12" OC FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax:407.830.4143 AA0002731 www.forumarchgecture.com Fort King Colony Apartments City of Zephyrhills, FL .2 2 i Or m� m$ W� s c 0 1 0 c e SET DISTRIBUTIONS: a ¢ OQ11811.0 Bid.& Permit m _. 0 m U C w Q SHEET REVISIONS: m sD E 2 LL w ' ; o a m fa c m 8 m m E -a EDITED BY: JT z PROJECT NO. 10-2651 z rn Stair Plans 0 1 z w U w F I U A8,01 0 0 iv Handrail Detail I nnrlinn rlot0i1 BE LEVEL, MATCH SLOPE IAAirllonrlinn Pnrl Ma+mil Nonrirnil rlotail Guardrail Detail an . ■ 1 1 /2"= l'-0" 1 1 /2"=1'-0" Stair a Upper Finish Floor _ 19'-11" TRUSS BRG _ 9'-11/8" TRUSS BRG _ 0'-0" Stair Section Stair (@, First Floor Slab 1 1 /2"=1'-0" k r-/ 1 1 /2"=1'-0" "I UV Ut- I KIM I U tit LtvtL, BOTTOM CUT TO MATCH SLOPE 3/8"=l'-0" 0 SHEET NOTES A G.C. & STAIR MFR. SHALL BE RESPONSIBLE FOR BRACING OF STAIR INDEPENDENT OF BLDG. TO PROVIDE STABLE STAIR INSTALLATION B RAILINGS, HANDRAILS, & GUARDRAILS SHALL BE STEEL WITH PAINTED FINISH. SEPARATE DISSIMILAR METALS W/ NEOPRENE GASKET / RUBBER MASTIC COMPOUND C REFER TO SHEET A1.04 FOR CONSTRUCTION ASSEMBLIES M KEY NOTES 01 1" SQ. PICKETS @ 4 3/4" MAX. (SPACE BETWEEN MUST BE < 4") 02 1 1/2" DIA. STEEL HANDRAIL TO RESIST 200 P.L.F. 03 1 1/2" SQ. POST @ 4'-0" O.C. MAX. 04 CANE RAIL UNDER STAIRS, RETURN TO WALL 05 42" PRE -CAST CONC. TREAD W/ (2) 3/8" DIA. BOLTS ON EACH SIDE 06 1"X2" STEEL NOSING 07 SEALANT 08 CONT. 2 X 6 NAILER, TYP. 09 LIGHTWEIGHT CONCRETE 10 CONT. 4"X6" GALV. FLASHING 11 SELF -ADHERING MEMBRANE 12 PRE -DRILL PILOT HOLE AND INJECT WITH SEALANT 13 STRINGER: MC10X8.4 STEEL W/ OUT -TURNED FLANGES, PAINT TO MATCH ADJACENT WALL 14 1/8" THICK HARD POLYMER KOROLATH SHIM SIZED TO CONNECTION 15 EXP. 5/8" DIA. GALV. ANCHOR BOLT W/ 21/2" MIN. EMB. AT EVERY POST. PRE -DRILL PILOT HOLE & INJECT W/ SEALANT. 16 BEAM: SEE FRAMING PLANS & SCHEDULES 17 1 1/2"X1 1/2"X1/4"X7" ANGLE ON INSIDE FACE OF EACH STRINGER 18 SILL SUPPORT: 3" X 3" X 3/8" X 4" STEEL ANGLE W/ (2)1/2" DIA. X 31/2" LG. EXP. ANCHOR BOLT MIN. 3" EMBED 19 3"X3"X1/4"X4" ANGLE W/ (2)1/2" DIA. X 31/2" LG. BOLT ON THE INSIDE FACE OF BOTH STRINGER HALVES 20 7/16" EXTERIOR GRADE O.S.B. 21 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD 22 CEMENT BOARD PANEL 23 STARTER STRIP 24 ELASTOMERIC MEMBRANE 25 BUILDING WRAP 26 DECK SHEATHING W/ PRIMER. MUST HAVE POSITIVE SLOPE (NEUTRAL MINIMUM) 27 P.T. SHIM: T-BAR TO CLEAR FINISH MAT'L 28 MEMBRANE SPACERS @ 12" O.C. 29 COUNTER FLASHING 30 ALUMINUM T-BAR W/ DRIP EDGE 31 DIVERTER FLASHING 32 FIBER CEMENT HORIZONTAL LAP SIDING 33 1X FIBER CEMENT BOARD TRIM 34 METAL FLASHING 35 NO SEALANT 36 4"X4"X3/8" STEEL ANGLE W/ (4)1/274" LAG BOLTS, SPACED EQUALLY @ 12" OC FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN i 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 I www.forumarchkeeture.com Fort King Colony Apartments City of Zephyrhills, FL Y 00 mS SET DISTRIBUTIONS: 08118/10 Bid & Peet. EDITED BY: JT z PROJECT NO. 10-2651 z Stair Sections & w Details H z W U W F I U a A8,02 I 0 LL 0 DOOR SCHEDULE I a 0 Typical Bi-Fold Door Head Jamb Similar Interior Do�rHead 6"= 1'-0" @ Rated Wall 6"=1'-0" @ DOOR FRAME DESC. SIZE MARK TYPE W H TH AREA MATL. MATL. REMARKS 1 EXT. A 3'-0" 6'-8" 1 3/4" 20 S.F. MTL. MTL. 45 MIN. DOOR RATING 2 INT. A 2'-6" * 6'-8" 13/8" WOOD WOOD * 2'-10" WIDE DOOR @ FIRST FLOOR UNITS 3 INT. B 3'-0" 6'-8" 13/8" WOOD * NO BOTTOM TRACK AT LAUNDRY 4 INT. C 2'-6" 7'-6" 13/8" MTL METAL BI-FOLD W/ LOUVERS 5 INT. B (2) 2'-6" 6'-e 13/8" WOOD 6 INT. B 2'-6" 6'-8" 13/8" WOOD 7 INT. A (2) 2'-0" 6'-8" 1 3/8" WOOD BY-PASS FIRST FLR ONLY 8 INT. B 1'-6" 6'-8" 13/8" WOOD 9 INT. B (2) 2'-0" 6'-8" 13/8' WOOD 10 EXT. A 3'-0" 6'-8" 1 3/4" 20 S.F. MTL. MTL. W/ CRASH CHAIN 11 EXT. D 3'-0" 6'-8" 13/4" 20 S.F. GLS/MTL MTL. SOLID CORE 12 INT. I B 2'-10" 6'-8" 13/8" WOOD ALL EXTERIOR GLAZING TO BE IMPACT RESISTANT AND ENERGY STAR RATED G 6-PANEL Exterior Door Head 6"=1'-0" 6-PANEL BI-FOLD FRENCH DOOR 0 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 FOR CONSTRUCTION ASSEMBLIES C REFER TO STRUCTURAL DRAWINGS FOR WIND PRESSURE REQUIREMENTS D REFER TO SHEET A7.73 FOR PENETRATION AND WINDOW INSTALLATION DETAILS 0 KEY NOTES 01 FIBER CEMENT SIDING OVER BUILDING WRAP 02 EXT. GRADE SHEATHING PER ASSEMBLIES 03 GYPSUM BOARD 04 SEALANT 05 SHIM AS NECESSARY,1/4" MAX 06 ALUMINUM THRESHOLD SET IN TWO CONT. BEADS OF SEALANT. ADA COMPLIANT (1/2" MAX HEIGHT & 2:1 BEVELS) `-Q 07 DOOR AS PER SCHEDULE ti 08 FRAME AS PER SCHEDULE 09 LIGHTWEIGHT CONC SLAB 10 STUDS AS PER FRAMING SCHEDULE HEADER AS PER FRAMING SCHEDULE O11 D BI-FOLD 12 INTERIOR 2X WALL W/ LOUVERS 13 FLOOR TRUSS Exterior Door Threshold @ Upper Floors 14 METAL FLASHING 15 CONT. CAULKING 16 WATER PROOF MEMBRANE 17 WOOD TRIM 18 AUTOMATIC DOOR SWEEP 19 BI-FOLD TRACK 07 20 BI-FOLD DOOR 21 GYP. BD. RETURN 18 22 BLOCKING 15 > 23 FIBER CEMENT TRIM BAND, WIDTH PER ELEVATION os DETAILS 22 24 DECK SHEATHING 24 25 CONT. FILLER AS REQUIRED IF RESILIENT CHANNELS ARE USED IN WALL ASSEMBLY 26 RESILIENT CHANNELS AS REQUIRED PER ASSEMBLIES AND MFR. RECOMMENDATIONS 27 METAL COUNTERFLASHING 28 BUILDING WRAP 29 SELF ADHERING MEMBRANE 30 ALUM SLIDING GLASS DOOR THRESHOLD SET IN FULL BED OF SEALANT. WATER STOP FIN SHALL NOT EXTEND MORE THAN 3/4" ABOVE THE FINISH FLOOR (TILE OR COMPRESSED CARPET). 31 GYP-CRETE TOPPING 32 METAL BASE FLASHING 07 33 FIBER CEMENT STARTER STRIP 34 NO SEALANT ,--4 —18I 35 MASTIC CANT STRIP FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments 1 0 S E o City of Zephyrhills, FL C 0 SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. Door Schedule & Details 10-2651 Interior Door Jamb @ Rated Wall 6"=1'-0" Exterior Door Jamb 6"=1'-0" Exterior Door Threshold @ Ground Floor 6"=1'-0" A9,11 WINDOW SCHF_DULF N II G .A 04 Sealant (FORCED INTO 04 SPACE @ CORNER) 17 OEM=,% 1 14 06 04 (FORCED INTO I SPACE @ CORNER) 1" 17 Window Head Corner 14 04 J07 6"=1'-0" X DESC. SIZE AREA (S.F.) HD. HGT. A.F.F. REMARKS MARK TYPE W H A SINGLE HUNG 2 T-0" 5'-0" 15 7'4" B SINGLE HUNG 1 (2) 3'-0" (2) 5'-0" 30 7'-4" C FIXED 3 2'-6" 2'-6" 6.25 714, NOTE: 1) REFER TO SHEET S4.01 FOR ADDITIONAL DESIGN CRITERIA. 2) ALL EXTERIOR GLAZING SHALL BE IMPACT GLASS. 3) ALL WINDOWS SHALL BE ENERGY STAR RATED. Window Jamb Detail Window Head Detail 0 6"=1'-0" 6"=1'-0" 0 Window Head Detail Window Sill Detail 6"=1'-0" 6"=1'-0" = SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 FOR CONSTRUCTION ASSEMBLIES C REFER TO STRUCTURAL DRAWINGS FOR WIND PRESSURE REQUIREMENTS D REFER TO SHEET A7.73 FOR PENETRATION AND WINDOW INSTALLATION DETAILS = KEY NOTES 01 FIBER CEMENT SIDING 02 EXT. GRADE SHEATHING 03 GYPSUM BOARD 04 SEALANT, PROVIDE BACKERROD AS NECESSARY 05 SHIM AS NECESSARY,1/4" MAX 06 FIBER CEMENT TRIM BOARD: WIDTH PER ELEVATION DETAILS. TOTAL TRIM THICKNESS TO BE BUILT UP AS NECESSARY TO PROVIDE 1/4" MIN. BEYOND WINDOW FRAME FOR SEALANT BEAD 07 WINDOW AS PER SCHEDULE 08 SELF ADHERING MEMBRANE 09 NAILING FIN WITH ACRYLIC URETHANE SEALANT AT TOP AND SIDE FINS 10 STUDS AS PER FRAMING SCHEDULE 11 HEADER AS PER SCHEDULE 12 INTERIOR 2X WALL 13 MARBLE SILL 14 METAL FLASHING 15 CONT. CAULKING 16 SCREEN 17 NO SEALANT 18 BUILDING WRAP 19 GYP. BD. RETURN 20 FIBER CEMENT STARTER STRIP aFORUM'M ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN a 0 745 orienta avenue, suite 1121 altamonte springs, tl 32701 5 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Window Schedule & Details A9,21 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. PN 23. 24. 25. 26. 27. GENERAL PLUMBING NOTES REFERENCE THE SPECIFICATIONS FOR MATERIALS AND EQUIPMENT STANDARDS. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH 2O07 FLORIDA BUILDING CODE PLUMBING WITH 2O09 SUPPLEMENTS. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER CLEARANCES. COORDINATE WITH ALL TRADES AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. CONCEAL PIPING ABOVE COUNGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. FIRES 0P ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH LISTED ASSEMBLIES AND SLEEVE WHERE REQUIRED. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL OR FLOOR. ALL FIRESTOP ASSEMBLIES SHALL MEET ASTM E-814 REQUIREMENTS. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES AND ADDITIONAL PIPE PENETRATION REQUIREMENTS. PROVIDE ACCESS PANELS TO ALL VALVES LOCATED WITHIN CHASES OR NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. ALL VALVES SHALL BE ACCESSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT, AND APPLIANCES. PROVIDE CLEANOUTS ON ALL SANITARY DRAIN & WASTE, AND CONDENSATE DRAIN PIPING AS INDICATED ON THE DRAWINGS, AND AS REQUIRED BY LOCAL AND STATE CODES. INSTALL CLEANOUTS IN ACCESSIBLE LOCATIONS. COORDINATE TOP OF FLOOR/GRADE CLEANOUT ELEVATION WITH TOP OF FINISHED GRADE. INSTALL EXTERIOR HOSE BIBBS AT 18" ABOVE FINISHED FLOOR AND FINISHED GRADE. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV, AND CONDENSATE DRAIN PIPING 3" PIPE SIZE & LARGER A MINIMUM OF 1/8" PER FT. OF RUN, AND 2" PIPE SIZE AND SMALLER A MINIMUM 1/4' PER FT. OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN 10 FT. FROM, OR AT LEAST 3 FT, ABOVE ANY WINDOW, DOOR, OPENING, AIR INTAKE, OR VENT SHAFT. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK -CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS (PLUMBING & DRAINAGE INSTITUTE). AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER HAMMER ARRESTORS AND SHALL NOT BE INSTALLED. WATER SERVICE PIPE (UNDERGROUND) AND THE BUILDING SEWER SHALL BE SEPARATED BY 5 FEET OF UNDISTURBED OR COMPACTED EARTH. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFLOW ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE FINAL CONNECTIONS. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES AND EQUIPMENT. PROVIDE APPROVED CHROME PLATED TYPE VACUUM BREAKERS WHERE REQUIRED BY LOCAL CODES, AND AS INDICATED ON PLANS FOR NEW WORK. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. SEE RISER DIAGRAMS FOR PIPE SIZES AND ROUTING NOT SHOWN ON PLANS. METER AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE ULITIES. (INC. CLEANOUTS, INCREASES, BACKWATER VALVES, ETC.) PRESSURE REDUCING VALVES SHALL BE PROVIDED WHERE THE WATER PRESSURE EXCEEDS 75 PSI AT ANY PLUMBING FIXTURE AND SET PRESSURE TO 40 PSI. WATER VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. IF THE INTENT OF THE INFORMATION SHOWN ON THESE DOCUMENTS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. WHERE THE CONTRACTOR PROPOSES ALTERNATE SOLUTIONS, DIFFERENT ROUTINGS OF PIPING, DIFFERENT LOCATIONS OF EQUIPMENT, FIXTURES, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THE RAMIFICATIONS OF THE PROPOSED CHANGE THAT ARE NOT INCLUDED IN HIS PROPOSAL, BUT BECOME APPARENT AT A LATER DATE, AND SHALL BEAR THE CONSEQUENCES OF CORRECTING ANY AND ALL CONFLICTS, DEFICIENCIES OR OTHER PROBLEMS AT NO INCREASE IN COST OR INCREASE IN CONSTRUCTION TIME ALLOTTED. WASHER BOX AND WASHER SUPPLY STOPS TO BE LOCATED WITHIN REACH ABOVE TOP BACK OR SIDE OF WASHING MACHINE. ALL EQUIPMENT SHALL BE PROVIDED AS SPECIFIED IN THE PUNS. NO SUBSTITUTIONS ARE PERMITTED. IF EQUIPMENT IS NO LONGER AVAILABLE DUE TO DISCONTINUATIONS OR BACK ORDERS, THE CONTRACTOR SHALL SUBMIT FOR EQUIPMENT APPROVAL BY THE ARCHITECT, OWNER, AND ENGINEER. WATER HEATER ----- DRAIN PAN. TERMINATE IN LANDSCAPE AREA 6' MIN. ABOVE FINISHED _ GRADE ON SODDED OR MULCHED AREAS ONLY FIN FLOOR 1'0' MIN ---- a , . a. DISCHARGE PIPING TERMINATION DETAIL NOT TO SCALE FINISH GRADE EXTENSION SAME SIZE AS SEWER. CLEANOUT EM: PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR 2-WAY CLEANOUT NOT TO SCALE MEMBRANE_ CAULKING REQ'D. TO PRODUCE A WATERTIGHT SEAL (PROVIDED BY OTHERS) .Y ...4 PAN WITH CLAMPING COLLAR (WHEN SPECIFIED) FLOOR CLEANOUT DETAIL NOT TO SCALE ..a.*•., maAw PLUMBING SYMBOL/LEGEND - COLD WATER (CW) - - HOT WATER (HW) SANITARY OR WASTE - - - - - - - - - - - - - - - VENT VTR VENT THRU ROOF (VTR) -III WCO WALL CLEANOUT -�o P-TRAP (PLAN VIEW) --0 FCO FLOOR CLEANOUT --9EC0 EXTERIOR CLEANOUT 1 1 + e - HOSE BIBB ---I�j }- - BALL VALVE --- - - FLOW DIRECTION U FLOOR OR GRADE 1 x INDICATES WATER OR SANITARY PIPING DIAGRAM NUMBER �Px.x� INDICATES DRAWING ON WHICH DIAGRAM OCCURS EXTEND AND CONNECT READ WIRING TO REMOTE READER AS REQUIRED. COLD WATER SUPPLY FROM DOMESTIC WATER RISER, - COLD WATER "UNITS SUB -METERING UNIT 'KENT' MODEL SUPPLY TO UNIT. #C-700 WITH REMOTE READER, AS DISTRIBUTED SEE UNITS RISER 'WATERMASTER METERING SYSTEM INC.' OF DIAGRAM FOR CORAL GABLES, FLORIDA. CONTINUATION. SUB -METER INSTALLATION DETAIL NOT TO SCALE FULL -OPEN - VALVE (TYPICAL) 1' WATER HEATER DRAIN. - SEE BUILDING PLANS FOR CONTINUATION. AIR HANDLING UNIT (REFER TO MECHANICAL DRAWINGS) 11 ELECTRIC WATER HEATER (REFER TO SCHEDULE) L--------------- J ELECTRIC WATER HEATER DETAIL NOT TO SCALE HOT WATER TO UNIT COLD WATER TO UNIT DWELUJNG UNIT VALVE (FULL -OPEN VALVE) ,' OWNER PROVIDED SUB -METER, CONTRACTOR INSTALLED. DI -ELECTRIC UNION (TYPICAL) TEMPERATURE AND PRESSURE RELIEF VALVE. (ASME). 1" SCH 40 CPVC PIPE. TERMINATE 2' ABOVE PAN DRAIN. 24 GA. GALV. STEEL % MINIMUM DEEP DRAIN PAN. ABBREVIATIONS AB. ABOVE A.F.F. ABOVE FINISHED FLOOR AAV AIR ADMITTANCE VALVE BLDG. BUILDING BT BATHTUB CW COLD WATER CO CLEANOUT CONN. CONNECTION DN. DOWN DFU DRAINAGE FIXTURE UNITS ECO EXTERIOR CLEANOUT (GRADE) F.F.E. FINISHED FLOOR ELEVATION FCO FLOOR CLEANOUT FD FLOOR DRAIN HW HOT WATER H.B. HOSE BIBB I.E. INVERT ELEVATION KS KITCHEN SINK LV LAVATORY MIN. MINIMUM SAN SANITARY V VENT VTR VENT THRU ROOF WCO WALL CLEANOUT WB WASHER BOX WC WATER CLOSET PLUMBING FIXTURE SCHEDULE MARK FIXTURE SOIL/ VENT COLD WATER DESCRIPTION WASTE WATER WC-1 WATER CLOSET 3" 2" 1/2' - - PROFLO#PF1201/PF3112 ELONGATED WATER CLOSET, 1.6 GPF. - SEAT: CHURCH #170, ELONGATED, PLASTIC, CLOSED FRONT WITH COVER. - SUPPUES: BRASS CRAFT CHROME, FLEXIBLE, BRAIDED SUPPLY WITH A BRASS NUT, STOPS ESCUTCHEONS, AND SUPPLIES WC-2 WATER CLOSET-ADA 3" 2" 1/2' - - PROFLO#PF1203 FRONT WATER CLOSET , 1.6 GPF, RIM 0 16-1/2" ADA COMPLIANT. - SEAT, CHURCH #480CP, ELONGATED, PLASTIC, CLOSED FRONT WITH COVER. - SUPPLIES, BRASS CRAFT CHROME, FLEXIBLE, BRAIDED SUPPLY WITH A BRASS NUT, STOPS ESCUTCHEONS, AND SUPPLIES L-1 LAVATORY 1-1/2' 1-1/2' 1/2' 1/2' - PROFLO #PF20174 OVAL VITREOUS CHINA LAVATORY, 20"X17". - FAUCET: PROFLO JPFLL1011 M SINGLE LEVER LAVATORY FAUCET WITH 2.0 GPM AERATOR. -SUPPLIES: BRASS CRAFT ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS SUPPLIES AND TRAPS. L-2 LAVATORY-ADA 1-1/2' 1-1 /2' 1/2' 1/2' - PROFLO #PF20174 OVAL VITREOUS CHINA LAVATORY, 20"X17", ADA. - FAUCET: PROFLO JPFLL1011 M SINGLE LEVER LAVATORY FAUCET WITH 2.0 GPM AERATOR, ADA. -BRASS CRAFT ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS SUPPLIES AND TRAPS. - TRUEBRO LAVGUARD 2 #102 E-Z: UNDERSINK PIPING COVER, ONE P-TRAP COVER, TWO ANGLE VALVES AND COVERS. BT-1 BATHTUB 1-1 /2" 1-1/2- 1/2- 1/2' - PROFLO JPFB6112/3 60'X30", PORCELAIN OVER STEEL BATHTUB W/ SLIP-RESITANT BOTTOM. -FAUCET- DELTA "PEERLES" 1PIR8870OWS BODY W/ #PTT88770 TRIM TUB & SHOWER VALVE, SHOWERHEAD: 2.5 GPM. - WASTE AND OVERFLOW: DEARBORN BRASS JP7225, CHROME OVER BRASS UFT AND TURN. BT-2 BATHTUB-ADA 2" 1-1/2* 1/2* 1/2' - PROFLO #PFB6112/3 6OX30 PORCELAIN OVER STEEL BATHTUB W/ SUP-RESITANT BOTTOM. - SYMMONS #1-50-FSB(SUFFIX:6, B48) SAFETYMIX BALANCING MIXING VALVE WITH ADJUSTABLE STOP SCREW TO LIMIT HANDLE TURN (SET TEMPERATURE TO MAX OF 120'). WALL/HAND SHOWER WITH 6'-0' FLEXIBLE METAL HOSE, IN-UNE VACUUM BREAKER, WALL CONNECTION AND FLANGE, 48' SUDE BAR FOR HAND SHOWER. 2.5 GPM. - WASTE AND OVERFLOW: DEARBORN BRASS #P7225, CHROME OVER BRASS LIFT AND TURN. KS-1 KITCHEN SINK 1-1/2" 1-1/2' 1/2' 1/2" - PROFLO #PFT332273, 33'X22'X7', DEEP, 20 GAUGE, 2-COMPT STAINLESS STEEL SINK. - FAUCET: PROFLO #PFLL2001 M, SINGLE LEVER, NO SPRAY KITCHEN FAUCET, 2.0 GPM. - BRASS CRAFT #CR1912DL, ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS, SUPPLIES, TRAPS, & DISPOSAL WASTE. KS-2 KITCHEN SINK - AD 1-1/2' 1-1/2" 1/2' 1/2' - ELKAY #LRAD3321 33" X 21-1/4' X 6 DEEP, REAR DRAIN, 20 GAUGE, 2-COMPT STAINLESS STEEL KIT SINK. - FAUCET, PROFLO #PFLL2001 M SIDLE LEVER, NO SPRAY KITCHEN FAUCET, 2.0 GPM - BRASS CRAFT #CR1912DL, ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS, SUPPUES, TRAPS, & DISPOSAL WASTE, NOTE: ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF THE FLORIDA PLUMBING CODE FOR WATER CONSERVATION. EQUIPMENT SCHEDULE MARK FIXTURE SOIL/ VENT COLD HOT MANUFACTURER DESCRIPTION WASTE WATER WATER MODEL. WB-1 WASHER BOX 2' 2' 3/4" 3/4" OATEY - RECESSED 9'x8'x3' HIGH IMPACT PLASTIC WASHER BOX W/2" OFFSET DRAIN, #38937 1/4" TURN VALVES, MOUNTED WATER HAMMER ARRESTORS AND 12"x11" FACE PLATE FRAME. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WCO-1 WALL CLEAN -OUT SIZE/ - - - URN - WALL CLEANOUT WITH TWO-PIECE EXPANDABLE CLEANOUT PLUG, DWG. PZ1469 STAINLESS STEEL ACCESS COVER, AND VANDAL PROOF STAINLESS STEEL SCREW. FCO-1 FLOOR CLEAN -OUT SIZE/ - - - WATTS - EPDXY COATED CAST IRON FLOOR CLEANOUT WITH 5 IN. (127MM) ROUND SI 00_RX ADJUSTABLE GASKETED HEAVY DUTY NICKEL BRONZE TOP, REMOVABLE GAS TIGHT GASKETED BRASS CLEANOUT PLUG AND NO HUB (STANDARD) OUTLET. HB-1 HOSE BIBB - - 3/4' - ZURN #Z1341 - CONCEALED NON -FREEZE, WALL HYDRANT, COMPLETE WITH BRONZE BODY, ALL BRONZE INTERIOR PARTS, REPLACEABLE SEAT WASHER, INTEGRAL VACUUM BREAKER, KEY -OPERATED CONTROL VALVE, AND 3/4" FEMALE IP INLET CONNECTION STANDARD. NICKEL BRONZE BOX AND HINGED COVER. AVAILABLE WITH 3/4" MALE HOSE CONNECTION. INCLUDES OPERATING KEY. WHA WATER HAMMER - - 1/2" 1/2" SIOUX CHIEF - #600 SERIES, CPVC SOLVENT WELD CONNECTION. ARRESTORS WATER HEATER SCHEDULE MARK/UNIT EWH-1 EWH-2 MANUFACTURER BRADFORD WHITE BRADFORD WHITE MODEL NO. M-2-4OL6SS M-2-501.6SS TYPE ELECTRIC ELECTRIC GALLONS 40 50 VOLT/PHASE/Hz 240/1/60 240/1/60 KW 4.5 4.5 NO. OF ELEMENTS SINGLE ELEMENT SINGLE ELEMENT GPH RECOVERY 0 70' AT 20 26 DIMENSIONS 32-1/8' x 24' DUl 32-1/8' x 26" DUl WEIGHT (EMPTY) 121 143 EFFICIENCY RATING .93 .91 hm: 1. PROVIDE ALL GAGES, THERMOSTATS, SHUT-OFF VALVES, EXPANSION TANK, AND TEMPERATURE & PRESSURE RELIEF VALVE AS REQUIRED BY LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. 2. PROVIDE 2' MIN. DEEP 24 GAUGE GALVANIZED STEEL SAFETY PAN. 3. PROVIDE INVERTED HEAT TRAPS ON COLD & HOT WATER CONNECTIONS. ♦����` FAE' _ No. �•o•; SA OF :�0; - :�0� % I�p' '• 2� �` S CAM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS 935 Lake Baldwin Lane TEL: 407) 767-5188 Baldwin Park, FAX' 407) 767-5772 Orlando, Akxida 32814 A4s. CA 208 Project number: 201LI-llllll wwwAgmwginwng.com Copyright c2010 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE t i OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL 8 EDITED BY: r` z PROJECT NO. RVA 10-2651 P14000 BUILDING TYPE 111 -SECOND FLOOR PLUMBING PLAN SCALE: 1/8'=1'-0" 0 4' 16' OiLJ_► ;4_ i O v a" vITIL. rww rvn BUILDING TYPE 111 -FIRST FLOOR PLUMBING PLAN SCALE: t S =1 -0 0 4 81 16 PLAN KEY NOTES: 1. 1-1/2' WATER HEATER DRAIN PAN PIPING. TERMINATE ABOVE GRADE WITH GOOSENECK AND INSECT SCREEN. 2. 1' WATER HEATER DRAIN PAN PIPING UP. 3. PROVIDE 2' FLEXIBLE ELASTOMERIC INSULATION: CLOSED —CELL, SPONGE— OR EXPANDED —RUBBER MATERIALS. COMPLY WITH ASTM C 534, TYPE I FOR TUBULAR MATERIALS FOR ALL PIPING WITHIN BREEZEWAYS. 4. 2' VENT UP. PLUMBING FIXTURE UNIT CALCULATIONS TYPE OF SERVICE 111etEB .SS@ILTABY FIXTURE UNIT COUNT TOTAL 274 384 TOTAL GALLONS — G.P.M. 80 N/A SIZE OF SERVICE CONNECTION 3' CW 6' SANITARY NOTE: SERVICE LOCATIONS MAY MIRROR FOR SITE ORIENTATION; REFER TO CIVIL PLANS FOR BUILDING SITE ORIENTATIONS. -WAY �— 6' SANITARY CONNECTION; I.E. = 96.00' (-4.00') B.F.F. SEE CIVIL PLANS FOR CONTINUATION. NISHED FLOOR ELEVATION - 100.00' "FOR REFERENCE ONLY' �11111 /�i. = �• No sL•.�.�;''--, 6 ap 5 SOM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS Dane TEL: (40 767-5188 F ? tY Z Ortardo, Florida 32814 $ * FAX 40 787-5772 O,�'• A,•' ANProject nlunber:1010-010 Comm 7.61685 CopyW0 2010 SGM Engineering, Inc. 3 aFORUME P ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchitecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 3 EDITED BY: RVA PROJECT NO. 10-2651 P14611 "1//ll111%%%— BUILDING TYPE III - THIRD FLOOR PLUMBING PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' PLAN KEY NOTES: 1. 1' WATER HEATER DRAIN PAN PIPING DOWN. 2. 2" VTR 3. 3' VTR 4. 1" WATER HEATER DRAIN PAN PIPING UP. 5. 2' VENT DOWN. SGM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS Lone TEL: 40 717-5188 B*wbOrlando, FlParorklo 32814 4A FAX: 787-5772 CA Project number: 2"(S 0 www.egrnengbh�eaing.com Copyright a 2010 SOM Engineering, Inc. 3 m rFORUMM a a Q ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN g 745 orienta avenue, suite 1121 altamonte springs, tl 32701 f phone: 407.830.1400 .e fax: 407.830.4143 AA0002731 www.fbrumarchkecture.com THE b H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL A" eu�eT o��neinni�. PROJECT NO. 10-2651 Building Type III Third Floors Plumbing Plan _..... _.. _ .. P14m12 BUILDING TYPE 1114 - SECOND FLOOR PLUMBING PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' v ate, wV16 rLMQ F%M wnimvn�ivn 7 BUILDING TYPE 1114 -FIRST FLOOR PLUMBING PLAN SCALE: 1 /8"=1'-0" 0 4' 8' 16' PLAN KEY NOTES: 1. 1-1/2- WATER HEATER DRAIN PAN PIPING. TERMINATE ABOVE GRADE WITH GOOSENECK AND INSECT SCREEN. 2. 1' WATER HEATER DRAIN PAN PIPING UP. 3. PROVIDE 2' FLEXIBLE ELASTOMERIC INSULATION: CLOSED -CELL. SPONGE- OR EXPANDED -RUBBER MATERIALS. COMPLY WITH ASTM C 534, TYPE I FOR TUBULAR MATERIALS FOR ALL PIPING WITHIN BREEZEWAYS. 4. 20 VENT UP. 5. 2- VENT DOWN TO WASHER BOX ON 1 ST FLOOR. PLUMBING FIXTURE UNIT CALCULATIONS TYPE OF SOW Im SANff @Y FIXTURE UNIT COUNT TOTAL 274 384 TOTAL GALLONS — G.P.M. 80 N/A SIZE OF SERVICE CONNECTION 3- CW 6' SANITARY NOTE: SERVICE LOCATIONS MAY MIRROR FOR SITE ORIENTATION; REFER TO CIVIL PLANS FOR BUILDING SITE ORIENTATIONS. -WAY -- 6- SANITARY CONNECTION; I.E. = 96.00' (-4.00') B.F.F. SEE CIVIL PLANS FOR CONTINUATION. FINISHED FLOOR ELEVATION = 100.00' 'FOR REFERENCE ONLY • _ • T - w OF SGM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS S P`• �� . 9Z Ldw Baldwin Lane BdM•• Orla i Park, rorida 32814 $ 4A TEL• 10'7-5188 FAX: 7-5772 CA G��`� (I Project number: m10-OIA / % www.egmengMeering.com JOS .! u N—FL60785 Copyright c2010 SGM Enpneermg. Inc. 3 W aFORUMN v t Q ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 C 0 745 odenta avenue, suite 1121 m altamonte springs, fl 32701 phone: 407.830.1400 •� fax: 407.830.4143 m AA0002731 www.bumarchbcture.com r i C 0 a THE t HMAN ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL CFT 111CTRIRI ITInN.q- 0 SHEET REVISIONS: T-- EDITED BY: RVA PROJECT NO. 10-2651 Building TPe III -A First & second Floors Plumbing_-,---,,. Plan_. P14.13 FORUMM BUILDING TYPE 111-A -THIRD FLOOR PLUMBING PLAN SCALE: 1 f 8"=1'-0" 0 4' 8' 16' PLAN KEY NOTES: 1. 1' WATER HEATER DRAIN PAN PIPING DOWN. 2. 2' VTR 3. 3' VTR 4. 1' WATER HEATER DRAIN PAN PIPING UP. 5. 2' VENT DOWN. bf NEi/442:d ���"i. o�:•�:.�4 -ftNO F'•�9� '=. 85 S CAM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS • • -• E OF ' �' �� ` R • 938 Ldw Baldwin Lone TEL: (40 767-5188 Oriandosawn FWWo 32814 (� 767-5772 CA As� • • .. • G� � Project numiser:1010-010 wrig.com C� www.Sgmsngi JOS / } 785 Copyright 92010 SGY Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN i 745 orienta avenue, suite 1121 altamonte springs, tl 32701 phone: 407.830.1400 i fax: 407.830.4143 AA0002731 l www.forumarchkecture.com I THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments o City of Z®phyrhills, FL a c 0 m C c 0 �i a c Q i SET DISTRIBUTIONS: n SHEET REVISIONS: EDITED BY: RVA PROJECT NO. 10-2651 P14.14 0 ECORI— BUILDING TYPE XVI11 -SECOND FLOOR PLUMBING PLAN SCALE: 1 /8"=1'-0" 0 4' 8' 16MOO J" VITIL rva\J 1 VI. VVI\ 111\Vne IVI. BUILDING TYPE XVI11 -FIRST FLOOR PLUMBING PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' —111— —2 ECO PLAN KEY NOTES: 1. 1-1/2' WATER HEATER DRAIN PAN PIPING. TERMINATE ABOVE GRADE WITH GOOSENECK AND INSECT SCREEN. 2. 1' WATER HEATER DRAIN PAN PIPING UP. 3. PROVIDE 2" FLEXIBLE ELASTOMERIC INSULATION: CLOSED —CELL, SPONGE— OR EXPANDED —RUBBER MATERIALS. COMPLY WITH ASTM C 534, TYPE I FOR TUBULAR MATERIALS FOR ALL PIPING WITHIN BREEZEWAYS. 4. 2' VENT UP. 5. 2' VENT DOWN TO WASHER BOX ON 1ST FLOOR. PLUMBING FIXTURE UNIT CALCULATIONS TYPE OF SERVICE EM MKIM FIXTURE UNIT COUNT TOTAL 187 264 TOTAL GALLONS — G.P.M. 80 N/A SIZE OF SERVICE CONNECTION 2' CW 6' SANITARY NOTE: SERVICE LOCATIONS MAY MIRROR FOR SITE ORIENTATION; REFER TO CML PLANS FOR BUILDING SITE ORIENTATIONS. %%%`,,� L L ' ....... i� sF 2. 0785 's S A?E OF • w S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS 935 Boldob � Lane TEL (407) 767-518�8 Orlando, Florida 32814 Ar"wng.corn � FAX: 40 767-5772 cA-0000szue Project number. iNflO-0!0 Copyright o 2010 SGM Engineering. Inc. 3 m aFORUME n r P ARCHITECTURE & INTERIOR DESIGN, INC. a PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 c 745 orienta avenue, suite 1121 m altamonte springs, fl 32701 c phone: 407.830.1400 06 fax: 407.830.4143 2 AA0002731 ti www.forimarchitectum.com THE t HMAN ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08W10 _ ! _ .Bid & PermR Set ....... ,.. 0 SHEET REVISIONS: EDITED BY: RVA PROJECT NO. 10-2651 P14,21 FORUMM BUILDING TYPE XVI11 -THIRD FLOOR PLUMBING PLAN SCALE: 1 /8"=1'-0" 0 4' 8' 16' �t%1111 i,,,,', �\o•.,.,-9� • No. 0 5 :r OF s CC PLAN KEY NOTES:O 1. 1' WATER HEATER DRAIN PAN PIPING DOWN. 2. 2' VrR 3. 3' VrR S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS Lane TEL: 40V 62 67-5188 Orlando, Florida 32814 s FAX: 4087-5772 CA 0 Project number. S10-010 www.egmengineering.com Copyright c 2010 SGM Enginewing, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. ' PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL @CT t110T0161 ITI/1AIQ. SHEET REVISIONS: z PROJECT NO. 10-2651 z a� w Building Type XVIII a Third Floor z Plumbing _Plan U w z ly P14022 0 a a . I UNIT Al - PLUMBING PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' THE SANITARY PIPING SHOWN UNIT Bl m PLUMBING PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' UNIT A2 - PLUMBING PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' r— — — — — — — — — — — — — — — — — — � NOTE: THE SANITARY PIPING SHOWN FOR THIS BATHROOM ONLY APPLIES WHEN UNIT B1 IS ON THE 3RD FLOOR ABOVE UNIT C1. NOTE THE SANITARY PIPING SHOWN FOR THIS BATHROOM ONLY APPLIES WHEN UNIT B1 IS ON THE 3RD FLOOR ABOVE UNIT Cl. PLAN KEY NOTES: �Z 1. UNIT SHUTOFF VALVE. 2. 1 /2" HW & CW DOWN IN WALL AND CONNECT TO FIXTURE(S). 3. 1/2" CW DOWN IN WALL AND CONNECT TO FIXTURE(S). 4. PIPING ABOVE CEILING. 5. PIPING BELOW FLOOR. 6. WATER RISER. REFER TO PLANS FOR SIZES. 7. 3/4" CW DOWN IN WALL AND CONNECT TO FIXTURE(S). 8. 3/4" CW do HW UP IN WALL. 9. 3" SANITARY STACK. 10. 2' VENT UP. 11. I%" CW & )" HW DOWN. oc-. �+•'' . ",o SGM ENGINEERING, INC. • N 785 = FACILITIES CONSULTING ENGINEERS �r LaW Baldwin Lane TEU (407) 767-5188 �O. TEOP Orlando, Florida 32814 $ CX. 40 767-5772 ,n �� .�� Project number: i410.0l0 www.egrnargirwring.com rncc� 7eCoPYH9 ®2010 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, ti 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL e\ SET DISTRIBUTIONS: �NFFT RFVISICINR• EDITED BY: RVA PROJECT NO. 10-2651 Typical_Unit ._.T_...._......_..____ ... Plumbing Plans __...._._,.,_. P14.70 UNIT 02 -PLUMBING PLAN SCALE: 1 /4"=1'-0" UNIT B3 -PLUMBING PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' UNIT B4 - PLUMBING PLAN SCALE: 1 /4"=1 ' —0" 0 2' 4' 8' 9 r O-A r0 fO NOTE: THE SANITARY PIPING SHOWN FOR THIS BATHROOM ONLY APPLIES WHEN UNIT B3 IS ON THE 3RD FLOOR ABOVE UNIT C3• NOTE: THE SANITARY PIPING SHOWN FOR THIS BATHROOM ONLY APPLIES WHEN UNIT 83 IS ON THE 3RD FLOOR ABOVE UNIT C3• PLAN KEY NOTES: �D 1. UNIT SHUTOFF VALVE. 2. 1 /2' HW & CW DOWN IN WALL AND CONNECT TO FIXTURE(S). 3. 1/2' CW DOWN IN WALL AND CONNECT TO FIXTURE(S). 4. PIPING ABOVE CEILING. 5. PIPING BELOW FLOOR. 6. WATER RISER. REFER TO PLANS FOR SIZES. 7. 3/4' CW DOWN IN WALL AND CONNECT TO FIXTURE(S). 8. 3/4' CW & HW UP IN WALL 9. 3' SANITARY STACK. 10. 2' VENT UP. 11. 2' VENT DOWN. 12. SEE BUILDING PLAN FOR CONTINUATION. 13. 2' VENT UP FROM UNIT B2. NA - 000 °.'. S GM ENGINEERING, INC. NO. 0 5 FACILITIES CONSULTING ENGINEERS * * : OX Ldw BoWwln Lane :U277-5m 767-5188 ' ;SAT . O w ` Florida 32814 $ CX" ••• ��' .` Project number: 2011Il-0l0 www.lagwl rdlleelng.00m ti`rmsar% Copyright o2010 SGM Engineering, Inc. m aFORUME M_ t ARCHITECTURE & INTERIOR DESIGN, INC. a PLANNING I ARCHITECTURE I INTERIOR DESIGN m g 745 orienta avenue, suite 1121 altamonte springs, fl 32701 c phone: 407.830.1400 fax: 407.830.4143 2 AA0002731 m www.forumarchitecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL RPT nIRTRIR11TIMIR- 0 SHEET REVISIONS: a m E R m EDITED BY: r RVA PROJECT NO. 10-2651 Typical Unit Plumbing Plans P14071 UNIT C1 - PLUMBING PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' C2 UNIT C3 - PLUMBING PLAN SCALE: 1 /4"=1 ' -0" 0 2' 48' UNIT C2 -PLUMBING PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' PLAN KEY NOTES: Q 1. UNIT SHUTOFF VALVE. 2. 1 /2' HW & CW DOWN IN WALL AND CONNECT TO FIXTURE(S). 3. 1 /2' CW DOWN IN WALL AND CONNECT TO FD(TURE(S). 4. PIPING ABOVE CEILING. 5. PIPING BELOW FLOOR. 6. WATER RISER. REFER TO PLANS FOR SIZES. 7. 3/4' CW DOWN IN WALL AND CONNECT TO FORRE(S). 8. 3/4' CW & HW UP IN WALL 9. 3' SANITARY STACK. 10. 2' VENT UP. 11. 2' VENT DOWN. 12. SEE BUILDING PLAN FOR CONTINUATION. 13. 2' VENT UP FROM UNIT C2. o�;�•'''�;fz''s No. * SOM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS -p S T 'Ow OF In aelane M- (407) 707-5188 PakFAX 40 767-5772 Orlando, Floft 32814 0�` ��' ..•• ���' ��` G-00006208 % Project number: MINI-010 JOS�L� N1�`L607 www.egmengineering.com Copyright ®2010 SGM Engineering, km a a FORUME P ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN e 0 g 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 •d fax: 407.830.4143 E AA0002731 www.forumarchitecture.com THE 6ICOF H FLORIDA, INC. ROUP Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: PROJECT NO. 10-2651 P 14.72 SEEN FORUME �y 1 1 I I I 1 1 " » I 000 BT-1JBT-2 WC-1 f 2 1.1/1•.2 UNITS Al & A2 WATER RISER DIAGRAM NOT TO SCALE \ I �N �» " I X4" \ WC-1 UNIT C1 & C3 WATER RISER DIAGRAM NOT TO SCALE Pw 9 J1» UNIT 131 & B-3 WATER RISER DIAGRAM NOT TO SCALE �r yr .%- 74 I \ �y I Aim \ yr WC-1 4 UNIT C2 WATER RISER DIAGRAM NOT TO SCALE ,.. UNIT 02 & 134 WATER RISER DIAGRAM X--2 NOT TO SCALE TO UNITS DOMESTIC WATER SYSTEM I )4" 3RD FIN, FL LEVEL I 3/4" ;?� TO UNITS DOMESTIC WATER SYSTEM 1 1r 2ND FIN, FL LEVEL 1Y4" SEE BLDG. PLAN FOR CONTINUATION N4" TO UNITS DOMESTIC WATER SYSTEM 1W P14.80 )4" TO UNITS DOMESTIC'00 WATER SYSTEM I �4" 38D FIN. FL LEVEL 1 3/4?r " TO UNITS DOMESTIC WATER SYSTEM I 10 Ir 72ND FIN. n- LEVEL 1Y4" SEE BLDG. PLAN FOR CONTINUATION N4" TO UNITS DOMESTIC WATER SYSTEM 2W P14.80 WATER RISER DIAGRAMS NOT TO SCALE NOTES: 1. 1" WATER HEATER DRAIN PAN DISCHARGE FROM WATER HEATER. REFER TO DETAIL ON SHEET P14.00. 2. SEE FIRST FLOOR PLUMBING PLANS FOR CONTINUATION. REFER TO SHEET P14.00 FOR DISCHARGE TERMINATION PIPING DETAIL. SP=SAFETY PAN. u 2 1 st FL 3STWI SAFETY PAN RISER DIAGRAM NOT TO SCALE ft. �' N 6 do 85 t S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS * * = b t T E F CC 935 Ldce Baldwin Lane TEL: S40 787-5188 Bddwin FAX: tQ 787-5772 t Orlando, Florida 32814CA p pt, %P : ' .���\' '. Project number: 3M6.0l0 ��, . • • 3� ��� www.eymengineering.com JO �0785 Copyright o2010 Sail Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING i ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax:407.830.4143 AA0002731 www.forumamhkecture.com rHE t H 11 OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL P14w80 3"VTR 2"VTR 2 I I I � I ! RI I M, I Cl I ( I I I 1 I � i I � 1-1/2' UNIT B3 UNR 63 Ai KS-1 3rd FL KS_1 3rd FE, UNR 81 �1 3rd FL A A a a N , M 1X:'AAV `� UNR C3 .�.�V UNR 83 Al � 2nd FL � 2nd FL fUNrT1 2 a R 1-1/2' N IWCO IWCO %N UNR B3 Al 1st FL lot FL AAV UNR C2 IWCO 1 st FL 1S 1SA 1SB P14.8 P14.8 P14.8 6 DFU'S 6 DFU'S 6 DFU'S 2NM I I I I ac4 I I I I i i �Ll UNR Bt I I 2' r� ' N Ili 3rd FL 3 WC-11 I 1�1 I !L20 I I I I I 2" 2" 2nd 11 3 I I I 2N I I I a I M 2' � uNR I N M r.4 WCOI WC-1 3" I I 1st FL 2N M 3VfR I I i I I .I I � I 14 I I I OON UNR 61 I I I 2' STANDPIPE 3rd FL UNR B3 3rd FL —i a N 2' STANDPIPE Y UNR 61 uNrr B3 WB-1 2' STANDPIPE N UNR B3 1X'AAV I WCO 1 st FL IM UWT 1 at FL �►W M 1SC 2S P14.8 P14.8 6 DFU'S 6 DFU'S 3" VfR I I I a� I I I � I I 2' STANDPIPE UNR 81 C. 3rd FL e Y2w STANDPIPE UNR 81 NIWCO 2"VIR R I r, I ON II NI ' I 3rd FL I I 2' UNR 81 I I N we-1 I I JIL-1 I ac I, I R I 2nd FL a I UNR B1 I , I 2 I � I I a 1 st FL UNR Bt 2N IWC0 3' 2SA � 3S P14.8 P14.8 4 DFU'S 15 DFU'S 2"VTR 2"VM I aCA UNR 63 wr%_ 1 ,k UNR C3 WCOI WC-1 1 at FL 3"�j <4- 2W RI r, I acl I, RI I 3rd FL I I I I I �I 1 ^ ON I � I R I 2nd FL I I I I I I �J R ' I Jul 1=1 E-2 N-J, I WCO /Jt N 3SA P14.8 15 DFU'S Im " CIWC-14E-2 4S 4SA 5S 6S 7S P14.8 P14.8 Pi4.8 P14.8 P14.8 15 DFU'S 15 DFU'S 21 DFU'S 21 DFU'S 15 DFU'S SANITARY RISER DIAGRAMS ''o��;.��"`•••.°->„�'' SCAM ENGINEERING, INC. NOT TO SCALE N 85 � FACILITIES CONSULTING ENGINEERS _ * * t135 Labe Baldwin Lane TEL' (407) 787-5188 Baldwin Pork, FAX: (40 787-5772 op�Ot�• E PF' �4jge Orlando, Florida 32814 CA-00008208 Project nwnbef: m10-�10 �'i .. • ' Gam? ��� www.egmengineering.com JOSH .7 1V�, �785 Copyright 02010 SGM Engineering, Inc. illlilll FORUMM ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax:407.830.4143 ' AA0002731 www.fbrumarchitecture.com THE t H 1 1Pt0UVM% OF FLORIDA, INC. Fort King Colony Apartments 1 City of Zephyrhills, FL SET DISTRIBUTIONS: _..08108110.4._-woermik.Set._...__.....,.._.._--__.._.._.......... ..W..... ..... .. EDITED BY: RVA P14m8l MECHANICAL ABBREVIATIONS I A AIR AAV AUTOMATIC AIR VENT AC AIR CONDITIONING ACU AIR CONDITIONING UNIT AD ACCESS DOOR, AIR DRYER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT ALUM ALUMINUM AP ACCESS PANEL APD AIR PRESSURE DROP ATC AUTOMATIC TEMPERATURE CONTROL AV AIR VENT BDD BACK DRAFT DAMPER BOT BOTTOM BFP BACKFLOW PREVENTER BTU BRITISH THERMAL UNIT C CELSIUS, DEGREE CELSIUS CENT CENTRIFUGAL CFM CUBIC FEET PER MINUTE CHWS&R CHILLED WATER SUPPLY & RETURN CLG CEILING CO CLEAN OUT COND CONDENSATE DB DRY BULB, DOWN BLOW DCW DOMESTIC COLD WATER DEG DEGREE DELIV DELIVERY DHW DOMESTIC HOT WATER DISC DISCONNECT DN DOWN EA EXHAUST AIR, EACH EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EF EXHAUST FAN EFF EFFICIENCY ELEV ELEVATION EMS ENERGY MANAGEMENT SYSTEM ENT ENTERING ERG EXISTING RETURN GRILLE EWB ENTERING WET BULB F FAHRENHEIT FD FIRE DAMPER, FLOOR DRAIN FPM FEET PER MINUTE FPS FEET PER SECOND F/SD FIRE/SMOKE DAMPER FT FEET GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HHWS&R HEATING HOT WATER SUPPLY & RETURN HOA HAND —OFF —AUTOMATIC HP HORSEPOWER, HEAT PUMP HR HOUR HVAC HEATING VENTILATING AND AIR CONDITIONING DUCTWORK HZ HERTZ (CYCLES PER SECOND) ID INSIDE DIAMETER IN INCH KW KILOWATT LDB LEAVING DRY BULB LWB LEAVING WET BULB LOR LIMIT OF REMOVAL MAX MAXIMUM MBC MASTER BUILDING CONTROLLER MBH THOUSAND BTU PER HOUR MD MANUAL DAMPER MIN MINIMUM N NORTH NA NOT APPLICABLE NO OR # NUMBER, NORMALLY OPEN NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OD OUTSIDE DIAMETER OPER OPERATING PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE RA RETURN AIR REG REGISTER RF RETURN FAN RG RETURN GRILLE RH RELATIVE HUMIDITY RHC REHEAT COIL RM ROOM SA SUPPLY AIR SF SUPPLY FAN S/FD SMOKE/FIRE DAMPER T THERMOSTAT TEC TERMINAL EQUIPMENT CONTROLLER TEMP TEMPERATURE TYP TYPICAL V VENT, VOLT VD VOLUME DAMPER VERT VERTICAL WB WET BULB WPD WATER PRESSURE DROP 1WB ONE WAY BLOW 2WB TWO WAY BLOW 3WB THREE WAY BLOW MECHANICAL SYMBOLS LEGEND � MECHANICAL LEGEND CWS CWR CHWS CHWR CD HPR HPS HWR HWS LPR LPS MPR MPS RL RS M b ►�a I C -� ow --a.- C —CONDENSER WATER SUPPLY —CONDENSER WATER RETURN —CHILLED WATER SUPPLY —CHILLED WATER RETURN —CONDENSATE DRAIN —HIGH PRESSURE STEAM RETURN —HIGH PRESSURE STEAM SUPPLY —HOW WATER RETURN —HOT WATER SUPPLY —LOW PRESSURE STEAM RETURN —LOW PRESSURE STEAM SUPPLY —MEDIUM PRESSURE STEAM RETURN —MEDIUM PRESSURE STEAM SUPPLY —REFRIGERANT LIQUID —REFRIGERANT SUCTION —GATE VALVE —BALL VALVE —CALIBRATE BALANCING VALVE —BUTTERFLY VALVE —GAS COOK —UNION —STRAINER —PSI REG. —CHECK VALVE —CONNECTION, BOTTOM —CONNECTION, TOP —ELBOW,TURNED DOWN —ELBOW, TURNED UP —REDUCER, CONCENTRIC —REDUCER, ECCENTRIC STRAIGHT CROWN —CAP NEW WORK N 4—WAY DISCHARGE SQUARE SUPPLY AIR DIFFUSER POINT OF DISCONNECTION < — _ _ _ _ _ EXISTING DUCT TO REMAIN z RETURN AIR REGISTER/GRILLE O HUMIDITY SENSOR 4w" EXISTING DUCT TO BE DEMOLISHED z EXHAUST AIR REGISTER/GRILLE O THERMOSTAT 0 TEMPERATURE SENSOR SUPPLY AIR DUCT — SECTION SIDEWALL REGISTER OR GRILLE SD SD SMOKE DETECTOR RETURN AIR DUCT — SECTION FLEXIBLE FLEXIBLE CONNECTION F FIRE STAT ® EXHAUST AIR DUCT — SECTION FIRE DAMPER SUPPLY DUCT UP THRU ROOF OR ® FLOOR/CEILING ASSEMBLY CEILING DIFFUSER — SIDE CHAIN LINK FENCING RETURN DUCT UP THRU ROOF OR DUCT CONNECTION LA FLOOR/CEILING ASSEMBLY MANUAL VOLUME DAMPER NA ELBOW TURNED UP C CONDENSATE PIPING yN R REFRIGERANT PIPING x ELBOW TURNED DOWN TYPE � A-350 —AIR QUANTITY AIR DISTRIBUTION DESIGNATION OC CARBON MONOXIDE SENSOR UP OFFSET IN DUCTWORK — UP FLEXIBLE ROUND DUCT TAP WITH 45' ENTRY DN OFFSET IN DUCTWORK — DOWN i i FIRE DAMPER AND ACCESS DOOR. EUH ELECTRIC UNIT HEATER L—J TEE WITH DOUBLE THICKNESS FD EMS ENERGY MANAGEMENT SYSTEM TURNING VANES 24X12 RECTANGULAR DUCT, FIRST err TURNING VANES FIGURE IS SIDE SHOWN MOTOR OPERATED DAMPER — i COMBINATION FIRE AND SMOKE DAMPER, WITH ACCESS DOOR. RADIUS ELBOW FSD BACKDRA T DAMPER BDD CEILING DIFFUSER — ` BOTTOM DUCT CONNECTION 12"0 ROUND DUCT, DIAMETER SHOWN STANDARD BRANCH TAKEOFF MOTORIZED DAMPER M MANUAL DAMPER SPIN —IN COLLAR WITH VOLUME DAMPER POINT OF CONNECTION HVAC GENERAL NOTES 1. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 2. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE "FLORIDA MECHANICAL CODE 2007 WITH 2O09 SUPPLEMENTS - MECHANICAL" AND ALL LOCAL CODES. 4. SEE THE ARCHITECTURAL REFLECTED CEILING PLAN (IF APPLICABLE) FOR THE EXACT LOCATION OF AIR DISTRIBUTION DEVICES. 5. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 6. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 7. THE SIZE AND LOCATION OF EQUIPMENT AND MATERIALS INSTALLED UNDER DIVISION 23 - MECHANICAL. SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO PURCHASING OR INSTALLATION. CONNECTION TO EQUIPMENT SWW_ BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 8. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 10'-0" CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. 9. THERMOSTAT SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR. COORDINATE THERMOSTAT LOCATIONS WITH FURNITURE AND /OR EQUIPMENT LAYOUTS, WINDOWS AND DOOR SWING AREAS. 10. DISCONNECT SWITCHES REQUIRED FOR THE MECHANICAL EQUIPMENT SHALL BE PROVIDED 1 Y DIVISION 26 - ELECTRICAL EXCEPT WHEN INDICATED ON SCHEDULE. 11. ALL CONTROL WIRING AND HARDWARE TO COMPLETE THE HVAC CONTROL SYSTEM SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 23 - MECHANICAL OF THESE CONTRACT DOCUMENTS UNLESS INDICATED OTHERWISE ON DRAWINGS. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC AND DIVISION 26 SPECIFICATIONS. 12. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. 13. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 14. SLEEVE AND FIRESTOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. 15. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. 16. AIR-CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1-1 /2" THICK (R6.6) FIBERGLASS DUCTBOARD. FOR LOWER FLOOR CONTRACTOR CAN USE 1 ". THICK (R 4.2) FIBERGLASS DUCIBOARD, CLASS 1 AIR DUCT IN ACCORDANCE WITH UL 181. DUCT BOARD SHALL BE 475EI OR 8000 AS PRESCRIBED BY SMACNA DEPENDING ON THE DUCT SIZE. 17. WHERE APPLICABLE: AT ATTIC SPACES INSULATE SUPPLY DUCTS TO R6.0. BETWEEN FLOORS INSULATE SUPPLY DUCTS TO R4.2. 18. ALL FIBROUS GLASS DUCT BOARD JOINTS, SEAMS AND CONNECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LATEST EDITION OF SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. FIBERGLASS DUCT AND DUCT WRAP SHALL BE SEALED WITH GLASS FAB AND MASTIC. ALL DUCTWORK SHALL BE CLASS 1, UL-181 AND ALL CLOSURES SHALL MAINTAIN THIS RATING. 19. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH TRUSS/JOIST MANUFACTURER DURING SHOP DRAWING REVIEW TO AVOID INTERFERENCES BETWEEN MECHANICAL SYSTEMS ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS/JOIST INTERFERENCES THAT OCCUR IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED TO FIT TRUSS/JOIST SYSTEM SO LONG AS THE EQUNAL.ENT INSIDE CROSS -SECTIONAL AREA IS NOT DECREASED. 20. FLEXIBLE DUCTWORK SHALL BE: TYPE INL-25, SUPPORTED WITH 1 1/2" SHEET METAL OR NYLON STRAPS AT 5'-0" ON CENTERS. SUPPORT DUCTWORK 18" FROM EACH REGISTER, BRANCH OR PLENUM BOX. 21. EXHAUST DUCTWORK SHALL BE 30 GA. MIN. UNINSULATED GALVANIZED STEEL 22. EXHAUST FAN OUTLETS SHALL BE INSTALLED A MINIMUM OF 10'-0" FROM FRESH AIR INTAKES. 23. ALL CONDENSATE DRAIN LINES SHALL BE INSULATED. 24. LOCATE WALL AND ROOF TERMINATION'S AT THE SAME RELATIVE ELEVATION AND HORIZONTAL POSITION TO MAINTAIN A UNIFORM APPEARANCE. WHEN IN DOUBT, COORDINATE PLACEMENT WITH ARCHITECT. PRIME COAT AND PAINT EXTERIOR TERMINATION'S TO MATCH BUILDING COLOR. 'o�`C • No 5 .o E OF •7�. SGM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS 935 Addsh � Lane TEE: 407 767-5188 Orlando, Florida 32814 $ * CA 407 767-5772 Project number: mI0-010 www.egmenoweriny.com Copyright o2010 SGM Engineering, Inc. FORUM 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 vwvw.forumarchitecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: NRP 3 PROJECT NO. 10-2651 (2)h (2)b BUILDING TYPE 111 -SECOND FLOOR MECHANICAL PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' (ft_—B (6�iL'_-� BUILDING TYPE 111 - FIRST FLOOR MECHANICAL PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' HVAC SHEET NOTES Q 1. 4" THICK PRECAST CONCRETE PAD. PAD DIMENSIONS SHALL EXCEED HP DIMENSIONS BY 6" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB —UP. PLACE HP AWAY FROM ROOF DRIP UNE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR HP SECURELY TO PAD. MAINTAIN 3 FT. CLEAR FROM METER CENTERS. 2. REFRIGERANT LINES. SEE DETAIL ON SHEET M15.90. 3. PVC CONDENSATE DRAIN UNE, Y4" DIA, AT INDIVIDUAL. AHU'S, AND 1-" FOR COMMON DRAINS. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL AND INTO THE LANDSCAPE AREA, USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6" ABOVE EXTERIOR GRADE. SEE DETAILS ON SHEET 15.90. 4. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUN FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF' DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG UNE APPUCATION GUIDEUNE FORM 38-4XA, INCLUDING SUCTION UNE, LIQUID UNE, CRANKCASE HEATER, UQUID UNE SOLENOID, AND INVERTED SUCTION UNE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT UNE RUN, CHOOSE ANOTHER HP MANUFACTURER. 5. PROVIDE KOOLTRONIC AC MODEL• PROFILE SERIES KA4C2DP17L, 115V/10, 3.7 AMPS, 38 LBS. MOUNT UNIT AT EXTERIOR WALL PER MANUFACTURER RECOMENDATIONS. RUN 1" PVC CONDENSATE TO LANDSCAPE AREA. =« 2D N °9 '' 2. 85 = * SCAM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS = * -p E OF CrBddl 10 Ldw Auldn Lame TEL 407 767-5188 h Park, FAX: 40 767-5772 Orlando, FbWa 32614 $ 0. • P �� �� ��,� ' • • � � Project number: 29N0.010 Maew.egmengMeering.Com ``��� JOSS ��L60785 Copyright o2010 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE t ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIRLJTIONS- SHEET REVISIONS: PROJECT NO. 10-2651 Buildi n Type III First & Second Floors Plumbing Plan M15all HVAC SHEET NOTES Q 1. REFRIGERANT LINES. SEE DETAIL ON SHEET M15.90. 2. PVC CONDENSATE DRAIN LINE, 31e DUl AT INDIVIDUAL AHU'S, AND 1 31e FOR COMMON DRAINS. REFER TO SHEET M15.11 FOR CONTINUATION. SEE DETAIL ON SHEET 15.90. BUILDING TYPE 111 -THIRD FLOOR MECHANICAL PLAN SCALE: 1/8`=1'-0" 0 4' 8' 16' •`��``, �pEL �,I 0�'0 � :\\GEN .9iy - SGM ENGINEERING, INC. No 6 FACILITIES CONSULTING ENGINEERS 'O ST F 935 Ldw �"i" Lam TEL• 40 767-5188 ?� '•. �. ww , FW& 32814 Addsh Park �r FAX 767-5772 ? P�roect number: �o�o www.pnlenykleerklg.COM i Izs Ila_r, m7st-j; Copyright c2010 SGM Engineering, Inc. a d P FORUME Q .06 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitectum.com m THE b H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: _........._.._._......_. 0 SHEET REVISIONS: x PROJECT NO. 10-2651 Building T e IIL_.. Third Floors Mechanical Plan M 15,12 (2)jj (2)fl BUILDING TYPE 1114 •SECOND FLOOR MECHANICAL PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' BUILDING TYPE 111-A - FIRST FLOOR MECHANICAL PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' HVAC SHEET NOTES Q 1. 4" THICK PRECAST CONCRETE PAD. PAD DIMENSIONS SHALL EXCEED HP DIMENSIONS BY 6. ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB -UP. PLACE HP AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR HP SECURELY TO PAD. MAINTAIN 3 FT. CLEAR FROM METER CENTERS. 2. REFRIGERANT LINES. SEE DETAIL ON SHEET M15.90. 3. PVC CONDENSATE DRAIN LINE, Ni" DUI. AT INDMDUAL AHU'S, AND 041" FOR COMMON DRAINS. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL AND INTO THE LANDSCAPE AREA. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6" ABOVE EXTERIOR GRADE. SEE DETAILS ON SHEET 15.90. 4. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUIV FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 5. PROVIDE KOOLTRONIC AC MODEL- PROFILE SERIES KA4C2DP17L, 115V/10, 3.7 AMPS, 38 LBS. MOUNT UNIT AT EXTERIOR WALL PER MANUFACTURER RECOMENDATIONS. RUN 1" PVC CONDENSATE TO LANDSCAPE AREA. E& >•; N 0 8 '�Z 1. S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS ' * III elane lEL: 40 787-5188 FAX: 40 767-5772 ;. E F Orlando, Florida 32814 A • • • Project number.. 40IM 00 �•c� `�� ``` 785 www.enq.com a 2010 SGM Engineering, Inc. 3 e N a a FORUME t A ARCHITECTURE & INTERIOR DESIGN, INC. a PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 a 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchkecture.com THE ICHMAN ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: r EDITED BY: NRP PROJECT NO. 10-2651 M 15,13 �'��/t11111���• FORUME HVAC SHEET NOTES Q 1. REFRIGERANT LINES. SEE DETAIL ON SHEET M15.90. 2. PVC CONDENSATE DRAIN LINE, 31V DU►. AT INDIVIDUAL AHU'S, AND 1 3/4" FOR COMMON DRAINS. REFER TO SHEET M15.11 FOR CONTINUATION. SEE DETAIL ON SHEET 15.90. BUILDING TYPE 1114 -THIRD FLOOR MECHANICAL PLAN SCALE: 1 /8"=1'-0" 0 4' 8' 16' SCAM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS Lie TEL: (40 767-51 SB FAX: (40 767-5772 Orlando, Florida =14 CA— 208 Project number:As� 401A-0IA www.elpnen hieng.com Copyright o 2010 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN i s i 745 orienta avenue, sufte 1121 altamonte springs, tl 32701 phone:407.830.1400 s fax:407.830.4143 AA0002731 I www.forumarchftecture.com I THE tICH ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 0 SHEET REVISIONS: _._,_._._...._..........._.....__..._....._..._......_...__.__..... M � f P 7 EDITED BY: NRP I` z PROJECT NO. 10-2651 M15A4 '���lllllli►��%% HVAC SHEET NOTES Q FORUME BUILDING TYPE XVI11 -SECOND FLOOR MECHANICAL PLAN SCALE: 1 /8"=1'—O" 0 4' 8' 16' BUILDING TYPE XVI11 -FIRST FLOOR MECHANICAL PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' 1. 4' THICK PRECAST CONCRETE PAD. PAD DIMENSIONS SHALL EXCEED HP DIMENSIONS BY 6' ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB —UP. PLACE HP AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR HP SECURELY TO PAD. MAINTAIN 3 FT. CLEAR FROM METER CENTERS. 2. REFRIGERANT LINES. SEE DETAIL ON SHEET M15.90. 3. PVC CONDENSATE DRAIN LINE, A4' DIA. AT INDIVIDUAL AHU'S, AND 1' FOR COMMON DRAINS. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL AND INTO THE LANDSCAPE AREA. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6' ABOVE EXTERIOR GRADE. SEE DETAILS ON SHEET 15.90. 4. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUN FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRAWCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 5. PROVIDE KOOLTRONIC AC MODEL' PROFILE SERIES K44C2DP17L. 115V/10, 3.7 AMPS, 38 LBS. MOUNT UNIT AT EXTERIOR WALL PER MANUFACTURER RECOMENDATIONS. RUN 1' PVC CONDENSATE TO LANDSCAPE AREA. NO. 5 •:do S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS S w S40 767-5188 935 Lcb Baldwin Lane :FA�-�40 767-5772 OftWo,�Fio W 32814 $ P %, peg' ' •' '� Project nwher:1010-0l0 /. • JO � 785 irmjcorn Coight o 201Engineertng, Inc. pyr ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 aitamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE t ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: NRP _zz PROJECT NO. 10-2651 z Buildigj pe XVIIl___. i First & Second W.____..... ..__. z Floors Mechanical Plan U w z U Q M1521 0 LL FORUME HVAC SHEET NOTES Q 1. REFRIGERANT LINES. SEE DETAIL ON SHEET M15.90. 2. PVC CONDENSATE DRAIN LINE, 3/4' DIA. AT INDIVIDUAL AHU'S, AND 1 3/4' FOR COMMON DRAINS. REFER TO SHEET M15.11 FOR CONTINUATION. SEE DETAIL ON SHEET 15.90. BUILDING TYPE XVI11 -THIRD FLOOR MECHANICAL PLAN SCALE: 1 /8"=1'-0" 0 4' 8' 16' s%s�.�ti - ♦ S ®M ENGINEERING, INC. • • FACILITIES CONSULTING ENGINEERS • 7a5 * ' 935 Lain Bmffid h Lane TEL2757-5m 7 "-5188 -o 7 T OF Ortando, Fiorido 32814 $ Project number 31A-I>!b i'� ' ' - • � ��'`` �02010 sc�ne�ering. InC. I� liid'185 �l�llllll+�` ARCHITECTURE & INTERIOR DESIGN, INC. ' PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, tl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumamhkecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: NRP PROJECT NO. 10-2651 Building Type XVIII Third Floor Mechanical Plan M 1522 PLAN KEYNOTES Q FO UM 0 X4 GRILLES I I 4ry/ I E t 'a v. 4$ i UNIT Al - MECHANICAL PLAN SCALE: 1 /4"=1 ' —O" 0 2' 4' 8' TERMINATION POINT FOR END UNITS (ALL FLOORS). RMINATION P0I9E9Oi>g4TIOI TERIOR UNITS. INTERIOR UI TERMINATION POINT FOR INTERIOR UNITS. UNIT A2 -MECHANICAL PLAN SCALE: 1 /4"=1'-0" TERMINATION POINT FOR END UNITS (ALL FLOORS). UNIT 131 - MECHANICAL PLAN SCALE: 1 4"=1'-0" 0 2' 4' 8' 0785 -o A~ OF Cc = - 41 JOS ' U SFL� '11r11110 1. MOUNT AHU PER DETAIL ON SHEET M15.90. 2. TRANSFER GRILLES. UNDERCUT DOOR BY 1' A.F.F. 3. REFRIGERANT AND CONDENSATE DRAIN LINES. INSULATE SUCTION LINE WITH MIN. 1' INSULATION AND CONDENSATE LINE WITH MIN. 1/2' THICK INSULATION ARMAFLEX. SEAL JOINTS ROUTE EXPOSED IN MECHANICAL CLOSET. SEE BUILDING PLANS FOR CONTINUATION. 4. 4' ROUND, 26 GA. GALVANIZED STEEL, DRYER EXHAUST DUCT. IN 19t AND 2nd FLOOR ROUTE THROUGH FLOOR JOIST SYSTEM TO EXTERIOR METAL WALL CAP. ON 3rd FLOOR ROUTE THROUGH ATTIC TO ROOF VENT. SEE DRYER VENTING DETAILS ON ARCHITECTURAL PLANS FOR DRYER VENT LOCATION. MAXIMUM DUCT LENGTH SHOULD NOT EXCEED 25 EQUIVALENT FEET. IF LENGTH EXCEEDS 25' EQUIVALENT FEET, PROVIDE EQUIPMENT DESIGNED FOR LONGER LENGTHS. PRIME COAT AND PAINT WALL CAP TO MATCH BUILDING COLOR. 5. MOUNT EXHAUST FAN WITH BACKDRAFT DAMPER IN WALL. IN 1st AND 2nd FLOOR ROUTE 4' GALVANIZED STEEL DUCT THROUGH FLOOR JOIST SYSTEM TO METAL WALL CAP, ON 3rd FLOOR ROUTE THROUGH ATTIC SPACE TO ROOF VENT CAP. PRIME COAT AND PAINT WALL CAP TO MATCH BUILDING COLOR. 6. DUCTLESS RANGE HOOD/MICROWAVE—HOOD. REFER TO ARCH. 7. FULL HEIGHT LOUVERED METAL DOOR BY OTHER TRADES. COORDINATE WITH GENERAL CONTRACTOR. 8. PROVIDE SUPPLY PLENUM DUCT OUT OF AHU AND CONNECT SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO ACCOMMODATE BRANCH DUCT CONNECTIONS. 9. RUN MAN SUPPLY TRUNK PARALLEL TO CEILING TRUSSES. 10. TRANSITION VERTICAL DUCT TO SIZE SHOWN AFTER S/A DISCHARGE. AT TOP FLOOR ROUTE DUCTS IN ATTIC EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R6.0. AT LOWER FLOORS, ROUTE DUCTS IN FLOOR JOISTS SYSTEM SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. PROVIDE FIRE DAMPERS BEHIND EACH CEILING REGISTER AND AT SUPPLY AR DUCT PENETRATION OF CEILING PER DETAILS ON SHEET M15.90. S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS Baldwin PBoiLane TEL: 40 787-5188 Orlando, Florida =14 FAX: 40 787-5772 CA Project number: NIO-010 www.egmengineering.com Copyright o2010 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE t H ,10u p OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL Z�, SHEET REVISIONS: EDITED BY: NRP PROJECT NO. 10-2651 Typical Unit Mechanical Plans M 15,70 PLAN KEY NOTES q) FORUME UNIT 62 -MECHANICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' UNIT 63 -MECHANICAL PLAN SCALE: 1 /4"=1'-0" 1. MOUNT MU PER DETAIL ON SHEET M 15.90. 2. TRANSFER GRILLES. UNDERCUT DOOR BY 1" A.F.F. 3. REFRIGERANT AND CONDENSATE DRAIN LINES. INSULATE SUCTION LINE WITH MIN. 1" INSULATION AND CONDENSATE LINE WITH MIN. 1/2" THICK INSULATION ARMAFLEX. SEAL JOINTS ROUTE EXPOSED IN MECHANICAL CLOSET. SEE `DINT BUILDING PLANS FOR CONTINUATION. IS 4. 4" ROUND, 26 GA. GALVANIZED STEEL, DRYER EXHAUST DUCT. IN lot AND 2nd FLOOR ROUTE THROUGH FLOOR JOIST SYSTEM TO EXTERIOR METAL WALL CAP. ON 3rd FLOOR ROUTE THROUGH ATTIC TO ROOF VENT. SEE DRYER VENTING DETAILS ON ARCHITECTURAL PLANS FOR DRYER VENT LOCATION. MAXIMUM DUCT LENGTH SHOULD NOT EXCEED 25 EQUIVALENT FEET. IF LENGTH EXCEEDS 25' EQUIVALENT FEET, PROVIDE EQUIPMENT DESIGNED FOR LONGER LENGTHS. PRIME COAT AND PAINT WALL CAP TO MATCH BUILDING COLOR. 5. MOUNT EXHAUST FAN WITH BACKDRAFT DAMPER IN WALL IN 1 st AND 2nd FLOOR ROUTE 4" GALVANIZED STEEL DUCT THROUGH FLOOR JOIST SYSTEM TO METAL WALL CAP, ON 3rd FLOOR ROUTE THROUGH ATTIC SPACE TO ROOF VENT CAP. PRIME COAT AND PAINT WALL CAP TO MATCH BUILDING COLOR. 6. DUCTLESS RANGE HOOD/MICROWAVE—HOOD. REFER TO ARCH. 7. FULL HEIGHT LOUVERED METAL DOOR BY OTHER TRADES. COORDINATE WITH GENERAL CONTRACTOR. 8. PROVIDE SUPPLY PLENUM DUCT OUT OF MU AND CONNECT SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO ACCOMMODATE BRANCH DUCT CONNECTIONS. 9. RUN MAIN SUPPLY TRUNK PARALLEL. TO CEILING TRUSSES. 10. TRANSITION VERTICAL DUCT TO SIZE SHOWN AFTER S/A DISCHARGE. AT TOP FLOOR ROUTE DUCTS IN ATTIC EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R6.0. AT LOWER FLOORS, ROUTE DUCTS IN FLOOR JOISTS SYSTEM SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. PROVIDE FIRE DAMPERS BEHIND EACH CEILING REGISTER AND AT SUPPLY AIR DUCT PENETRATION OF CEILING PER DETAILS ON SHEET M15.90. t%%II)II1111111 of UNIT B4 -MECHANICAL PLAN _,�''�� '''••••• ° '' S QM ENGINEERING INC SCALE: 1 /4"=1'-0" 0 2' 4' 8' •• • 607135 FACILITIES CONSULTING ENGINEERS * * * 935 lake Bolden Lane M. 40 767-5188 '0 F TE OF G✓ Oiior�do.PFwWkIda 32814 $ 1A FAX: 40 767-5772 CA %,�r2y0F •, ���� www maw �A,,, Project number:1010-010 Jos ' N� Copyright o 2010 SGM Er gineering. Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fonimarchitecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: NRP PROJECT NO. 10-2651 Typical Unit Mechanical Plans M15,71 UNIT C1 - MECHANICAL PLAN SCALE: 1 /4"=1'-0" 0 2' . 4' 8' R UNIT C3 - MECHANICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' UNIT C2 -MECHANICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' 00 to 785 r .f1 OF pP .. PLAN KEYNOTES Q 1. MOUNT AHU PER DETAIL ON SHEET M15.90. 2. TRANSFER GRILLES. UNDERCUT DOOR BY 1' A.F.F. 3. REFRIGERANT AND CONDENSATE DRAIN LINES. INSULATE SUCTION LINE WITH MIN. 1" INSULATION AND CONDENSATE LINE WITH MIN. 1/2" THICK INSULATION ARMAFLEX. SEAL JOINTS ROUTE EXPOSED IN MECHANICAL CLOSET. SEE BUILDING PLANS FOR CONTINUATION. 4. 4- ROUND, 26 GA. GALVANIZED STEEL, DRYER EXHAUST DUCT. IN 19t AND 2nd FLOOR ROUTE THROUGH FLOOR JOIST SYSTEM TO EXTERIOR METAL WALL CAP. ON 3rd FLOOR ROUTE THROUGH ATTIC TO ROOF VENT. SEE DRYER VENTING DETAILS ON ARCHITECTURAL PLANS FOR DRYER VENT. LOCATION. MAXIMUM DUCT LENGTH SHOULD NOT EXCEED 25 EQUIVALENT FEET. IF LENGTH EXCEEDS 25' EQUIVALENT FEET, PROVIDE EQUIPMENT DESIGNED FOR LONGER LENGTHS. PRIME COAT AND PAINT WALL CAP TO MATCH BUILDING COLOR. 5. MOUNT EXHAUST FAN WITH BACKDRAFT DAMPER IN WALL IN list AND 2nd FLOOR ROUTE 4" GALVANIZED STEEL DUCT THROUGH FLOOR JOIST SYSTEM TO METAL WALL CAP, ON 3rd FLOOR ROUTE THROUGH ATTIC SPACE TO ROOF VENT CAP. PRIME COAT AND PAINT WALL CAP TO MATCH BUILDING COLOR. 6. DUCTLESS RANGE HOOD/MICROWAVE—HOOD. REFER TO ARCH. 7. FULL HEIGHT LOUVERED METAL DOOR BY OTHER TRADES. COORDINATE WITH GENERAL CONTRACTOR. 8. PROVIDE SUPPLY PLENUM DUCT OUT OF MU AND CONNECT SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO ACCOMMODATE BRANCH DUCT CONNECTIONS. 9. RUN MAIN SUPPLY TRUNK PARALLEL TO CEILING TRUSSES. 10. TRANSITION VERTICAL DUCT TO SIZE SHOWN AFTER S/A DISCHARGE. AT TOP FLOOR ROUTE DUCTS IN ATTIC EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R6.0. AT LOWER FLOORS, ROUTE DUCTS IN FLOOR JOISTS SYSTEM SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. PROVIDE FIRE DAMPERS BEHIND EACH CEILING REGISTER AND AT SUPPLY AIR DUCT PENETRATION OF CEILING PER DETAILS ON SHEET M15.90. SGM ENGINEERING, INC. :. FACILITIES CONSULTING ENGINEERS 935 L� Ba Lane M. (407)� 767-5188 Baldwiu : Orlando. Florida 32814 $ F ( 7)�7-5772 Pro-jepc�t00numt�er- i010-0lQ www.egmenginesring.com �RF Copyright c 2010 SGM Engineering, Inc. 3 m aFORUMN .c 2 ARCHITECTURE & r. INTERIOR DESIGN. INC. c m PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 m altamonte springs, fl 32701 c phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com x THE t HM ROUP OF FLORIDA, INC. Fort King Colony Apartments N r $ E E `City of Zephyrhills, FL o N 0 a m gFT 111STRIRI ITIONS- SHEET REVISIONS: i PROJECT NO. 10-2651 U Q M 15,72 0 U. 0 SPLIT SYSTEM HEAT PUMP SCHEDULE MARK AHU-A/CU-A AHU-B/CU-B AHU-C/CU-C TYPE HEAT PUMP HEAT PUMP HEAT PUMP TONNAGE 1.5 2.0 2.5 TOTAL COOLING CAP (MBH 0 ARI) 18.0 23.0 28.0 SENSIBLE COOLING CAP. (MBH 0 ARI) 13.1 17.5 21.0 AHU CONFIGURATION VERTICAL VERTICAL VERTICAL SUPPLY AIR (CFM) 750 830 1000 EXTERNAL STATIC PRESS. (IN.WTR.) 0.4 0.4 0.4 EVAPORATOR FAN HP 1/5 1/3 1/2 VOLT/i 240/1 240/1 240/1 FLA 1.35 1.7 1.7 ELECTRIC HEAT KW 5.0 5.0 5.0 VOLT/0 240/1 240/1 240/1 MOCP 30 30 30 COMPRESSORS NUMBER 1 1 1 VOLT/O 240/1 240/1 240/1 RLA/LRA (EA) 6.2/34.0 10.9/54.0 12.2/63.0 STAGING (Z) 0-100 0-100 0-100 CONDDIM FAN NUMBER 1 1 1 VOLT/O 240/1 240/1 240/1 MCA 9.3 14.7 16.3 FLA (EA) 1.5 1.1 1.1 MOCP 15 20 20 AREA SERVED UNIT Al, A2 UNIT 81, B2, B3 do B4 UNIT Ct, C2 do C3 MANUFACTURER AHU/HP CARRIER/PAYNE CARRIER/PAYNE CARRIER/PAYNE MODEL# AHU/HP FFIENPO25/PH14NA018 FFIENPO25/PH14NAO24 FF1ENP031/PH15NA03O MINIMUM SEER/HSPF 14.0/8.2 14.0/8.2 14.0/8.2 NOTES: 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAIN CASING, CLEAN FILTER AND ELECTRIC HEATER LOSSES. 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 4. PROVIDE 1" THROWAWAY FILTERS. 5. PROVIDE HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL. HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT. 6. PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING. 7. PROVIDE FIRESTAT IN RETURN AIR DUCT. 8. MCA = MINIMUM CIRCUIT AMPACITY 9. PROVIDE WITH AHU FACTORY INSTALL CIRCUIT BREAKER. HEAT PUMP MUST BE A MINIMUM OF 14.0 SEER AND 8.2 HSPF. GRILLE AND DIFFUSER SCHEDULE MARK MANUFACTURER/MODEL MOUNTING COLOR MATERIAL REMARKS A US AIRE/1100 CEILING OR SIDEINALL/SUPPLY WHITE STEEL 1-5 B US AIRE/1300 CEILING OR SIDEWALL/RETURN WHITE STEEL 1-5 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS SUPPLY ONLY TRANSFER TRANSFER 2. 4-WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. tlrl GRILLES DUCTS 3. MAXIMUM PRESSURE DROP OF .04 IN WC. GRILLE SIZE GRILLE SIZE DUCT SIZE 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID 0-60 8"x4" 8"x6" 8"x6" DUCTWORK TO DIFFUSERS AS REQUIRED. 65-150 10"x6" 12"x8" 12"x8" 5. HORIZONTAL DIMENSION GIVEN FIRST. 155-200 12•x6" 12"x10" 12"x10" 205-260 14"x6" 14%10" 14"x10" 265-400 14"x8" I 14"x12" I 14"x12" EXHAUST FAN SCHEDULE MARK MANUFACTURER/ MODEL / CFM E.S.P. DRIVE ELECTRICALFACTURER MOUNTING SONES REMARKS AMP VOLT PHASE EF-1 AIR KING/AS70 55 .25 DIRECT 1.20 120/1 WALL 4.0 1-4 1. PROVIDE WITH UNIT MOUNTED DISCONNECT. 2 CONTROL WITH ROOM LIGHTS. 3 PROVIDE WITH BACKDRAFT DAMPER. 4 PROVIDE WITH WHITE OR OFF-WHITE WALL GRILLE. DRYER DUCT TERMINATION DETAIL NOT TO SCALE DAMPER SLEEVE 2"X4" TRUSS----,, 3 16"? STEEL BLIND -� R (4 PER ASSEMBLY) INSULATE ENURE PROVIDE FOAM PLUG -CUT LENGTH OF SUCTION FLUSH AT CONDUIT ENTRANCE LINE / OR PACK WITH ROCK WOOL _ GROUND FLOOR PVC CONDUIT WITH SOLVENT LIQUID LINE OUTSIDE WELDED JOINTS. 4"FOR UP TO TWO SETS OF REFRIGERANT LINES. 6"FOR UP TO 3 SETS W BEND OF LINES. UNDERGROUND REFRIGERANT LINES NOT TO SCALE I IN bLWNVAKT UKAIN BLE AHU SHOULD RAIN LINE ACCUMULATE WATER. AIR HANDLING UNIT IV I V111 YI WI\ fIfL SECONDARY DRAIN DETAIL NOT TO SCALE 0 PENNY NAIL 4 PER ASSEMBLY) - 1"x?"x20" GA GALV. MOUNTING ANGLE 'ER §� , �8 TEK SC .... �. k__I4 2N iF FIBERGLASS NO BIRD SCREEN SUPPLY DUCT CK INTERSTITIAL 2X4 TRUSS ACE WITH BATT �� NG WLATION TIGHT L AROUND 6" MAX Sy �,_,.-,- 1 HOUR FIRE RATED CEILING ASSEMBLY GALVANIZE Q SHEET METAL COLLAR 3 ABOVE AND 3" BELOW RATED CEILING. ,r,' ✓'�''r f >'a'd'e '� ``,'", ' FIRE DAMPER MEASURE ACTUAL SPACING BETWEEN FRAME MEMBERS do OUT HORIZONTAL LEG OF MOUNTING ANGLE TO SUIT. FOLD OUT REMAINING do ATTACH WITH #8 PENNY NAILS AS SHOWN (4 PER ASSEMBLY). 160' TO 165•F FUSIBLE LINK. ' UL 555 LISTED FIRE DAMPER BLADES SHALL BE EITHER s BUTTERFLY TYPE AS SHOWN OR CURTAIN TYPE. CURTAIN TYPE SHALL HAVE NEGATOR CLOSURE SPRING AND SHALL A BE I00% FREE AREA. FIBERGLASS SUPPLY DUCT FIRE DAMPER ACCESS DOOR IN SIDE OF FIBERGLASS DUCT BONNET ABOVE AHU. SECTION VIEW FIRE DAMPER DETAIL AT AIR HANDLING UNIT NOT TO SCALE APPLY TWO COATS OF VINYL -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION WOOD TRUSS RC -CHANNEL CEILING FIRE DAMP FLOOR -CEILING DESIGN # 1585, FIRE DAMPER SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM, AND CAULK WEATHERTIGHIT. TERMINATE 6" ABOVE GROUND. AHU FLEXIBLE DUCTS ROUTED IN JOIST SPACE. DRAWINGS FOR SUPPLY PLENUM SIZE. REFRIGERANT LINES AHU WALL HUNGED BY MANUFACTURER SPECIFICATIONS. FRONT FILTER RETURN CONDENSATE �-------� DRAIN LINE i WATER HEATER BY PLUMBING WATER HEATER CONTRACTOR. COORDINATE WITH PLUMBING CONTRACTOR FOR REQUIRED CLERANCES AND WATER HEATER SIZE. NOTE: ALL MATERIALS INSIDE THE MECHANICAL CLOSET SPACE SHALL BE PLENUM RATED. THIS INCLUDES THE USE OF NON COMBUSTIBLE MATERIAL FOR CONDENSATE DRAIN LINE, METAL WATER HEATER PAN, PLENUM RATED ELECTRICAL WIRES AND METAL ACCESS DOORS (LOUVERED DOOR). COMBUSTIBLE MATERIALS ARE NOT PERMITTED INSIDE RATED PLENUM. AHU MOUNTING DETAIL NOT TO SCALE 12" MIN y. FIN [J'TIi) FLOOR CONDENSATE LINE , 6" MIN. ABOVE FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY CONDENSATE PIPING TERMINATION DETAIL NOT TO SCALE GRILLE FLEX DUCT RC -CHANNEL 1 HR. RATED CEILING FOR APT. UNITS RADIATION DAMPER Q FLOOR -CEILING ASSY. NOT TO SCALE (1.585) PROTECT OPENINGS IN RATED WALLS WITH 4 SIDES OF %* FIRE RATED GYPSUM BOARD. WALL - 4- f� RATED CEILING SUPPLY 9-- RETURN AIR G AIR GRILLE UPPER DOOR FRAME HALLWAY I I BEDROOM WALL/WALL TRANSFER DOOR AIR GRILLE DETAIL BEARING WALLS NOT TO SCALE DUCT � A ASSEMBLY RETURN AIR GRILLEs. MOUNT BETWEEN WALL STUDS. UPPER DOOR FRAME HALLWAY I /I I BEDROOM WALL/WALL TRANSFER AIR GRILLE DETAIL NOT TO SCALE EXTERIOR WALL - SHEET METAL DUCT SLEEVE. SIZE AS SHOWN ON PLANS. SEALANT ALL AROUND SHEET METAL BOX TO BE 1 1 /2" MIN. LARGER THAN SLEEVE r- BACKDRAFT DAMPER FOR DRYER ONLY CONTRACTOR TO PAINT W/ WEATHER RESISTANT PAINT. COLOR TO BE COORD. W/ ARCHITECT/OWNER. BIRDSCREEN FOR EXHAUST FAN ONLY NOT DRYER VENT) SEALANT ALL AROUND EXTERIOR WALL PENETRATION DETAIL NOT TO SCALE WEATHER PROOF VENT NUTONE 845-BL OR EQUIVALENT �NUTONE 841-BL FOR F a• uAy r ywm m rn ir.Y1 PACK INTERSTITIAL SPACE WITH BATT INSULATION TIGHT ALL AROUND DUCT ATTACHED TO TRUSS F�I,.1,e''M RESTRWM EXHAUST DUCT ROOF EXHAUST DUCT TERMINATION NOT TO SCALE `�`'�Oy�.••�G'` ' F••°�ti''-,. SOM ENGINEERING, INC. NO 5 •: FACILITIES CONSULTING ENGINEERS ♦t 935 Lake Bddwin Lane TEL• (40� 767-5188 E OF OC Orin Poi• FAX.• (4W 767-5772 .p • • Orlando, Florida 32814 $ * CA O • • FLOP;•• • �� .` Project number: RIM'��� • • • • �CG� ��% www.egmenghieering.com in C n4R. Copyright c 2010 SGM Engineering, Inc. 3 �o .0 2FORUME L Q 06 ARCHITECTURE & id INTERIOR DESIGN, INC. c PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 g 745 orienta avenue, suite 1121 altamonte springs, it 32701 phone: 407.830.1400 •� fax: 407.830.4143 I AA0002731 www.forumarchitecture.com Y THE tICOF HROUP FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: NRP M 15,90 .. ELECTRICAL SITE PLAN SCALE: 1 "=60' 0 30' 60' 120' PLAN KEY NOTES o 1. PROPOSED LOCATION OF NEW PAD MOUNTED TRANSFORMER, TO BE PROVIDED BY POWER COMPANY. ELECTRICAL CONTRACTOR SHALL PROVIDE CONCRETE PAD do TERMINATION LUGS PER POWER COMPANY SPECIFICATIONS. -- -- 2. CONNECTION FOR LANDSCAPE/SIGN LIGHTING. SEE LANDSCAPE DRAWINGS FOR TYPES AND QUANTITIES. 3. TRASH COMPACTOR SERVICE. REFER TO POWER RISER ON SHEET E19.35. 4. ALL SITE LIGHTING SHALL BE CONNECTED TO PHOTOCELL ON/PHOTOCELL OFF. 5. ALL SITE LIGHTING WIRING SHALL BE 110 THWN Cu. UNLESS INDICATED OTHERWISE. 6. CONNECT 1—POLE CIRCUIT TO HOUSE PANEL 7. CONNECT 2—POLE CIRCUIT TO HOUSE PANEL 8. LIFT STATION LOCATION. SITE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER & CATALOG WATTAGE MOUNTING HEIGHT DECORATIVE ACORN FIXTURE, CUTOFF LOUVER OPTICS, TYPE V STERNBERG SLA DISTRIBUTION, PULSE START METAL HALIDE, POLYCARBONATE CLEAR A850/5P PT/175MH MED 175 PMH 12' TEXTURED GLOBE, 15' DIRECT BURIAL CONCRETE POLE 120/ L05—S RECTILINEAR AREA LUMINAIRE, DIECAST ALUMINUM, FLAT GLASS LENS PROVIDES EMCO AVALUME SLB FULL CUTOFF PERFORMANCE, TYPE III DISTRIBUTION, PULSE START METAL HALIDE, 30' DIRECT BURIAL CONCRETE POLE AVA— 1 —3-25OPSMH— 1 20—BRP 250 PMH 25' RECTILINEAR AREA LUMINAIRE, DIECAST ALUMINUM, FLAT GLASS LENS PROVIDES FULL EMCO AVALUME SLC CUTOFF PERFORMANCE, FORWARD THROW DISTRIBUTION, PULSE START METAL HALIDE, 30' DIRECT BURIAL CONCRETE POLE AVA-1—F-25OPSMH-120—BRP 250 PMH 25' RECTILINEAR AREA LUMINAIRE, DIECAST ALUMINUM, FLAT GLASS LENS PROVIDES FULL EMCO AVALUME SLCH CUTOFF PERFORMANCE, FORWARD THROW DISTRIBUTION, PULSE START METAL HALIDE, 30' DIRECT BURIAL CONCRETE POLE, HOUSE SIDE SHIELD AVA-1—F-25OPSMH-120—BRP—HS 250 PMH 25' WALLPACK, BUILDING MOUNTED, FULL CUTOFF, METAL DAYBRITE W HALIDE WCM100MMT 100 MH 18' WALLPACK, BUILDING MOUNTED, FULL CUTOFF, METAL DAYBRITE WC HALIDE WCMIOOMMT 100 MH 9' r Nail 1756 (TI 41� lYbJfGK.R:J &VIINlr. S OM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS op Lane M. (40 767-5188 r Orlando, Florida 32814 is FAX: 40 767-5772 Project number: 2M0-010 www.egmengirmeering.corn 61756 C*WW 0 2010 SGM Engineering, Inc. 3 DFORUME a L 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 c 745 odenta avenue, suite 1121 altamonte springs, fl 32701 c phone: 407.830.1400 •� fax: 407.830.4143 AA0002731 www.fbnjmarchitecture.com Me THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: PROJECT NO. 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REFER TO SHEET E16.01 FOR FIXTURE TYPE. •��111111J1��,. 00 S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS OA. 7-51880 Park Orlando, Florda 32814 TBddwM • •' • ��/ �: •• •' �6 208 Project number: m10-010 www.egmengineering.com c2010 SGM Inc. Copyright Engineering, 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 THE b H R OU 1w-' %` OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: NDM z PROJECT NO. 10-2651 ./ •vry/1�. - %%- ��111/11111► % FORunn■ WCM-MEOW MTOFF MC IT►�E WALL PACIK 175 waO Maial Halide 50 V aid 50-150 W01t Hall PreSSUr* Sodium -K)B NAME 26.42 watt Compad Fluoros=4 TYPE The WCM Medium Cutoff Wall Pock offeii a JoA deagn and cutoff performance w6 a wide rarige, of us", It uivon the rswrs needed W 16 oxierion of nticil 60I dings, 6usinwwAm, walkways; underpo" or entrance doors. ORDERING MATM SAWLt'icAutco"Umm, WCMI7$MMTAp FAMILY C 1:0 Fit= 14-16 WL)F'. L.,v f - Wa-A si,,40 FUSL- F , I D, C= M, D., Lamp M - A%W Halide Sodsum Waal Hedide IDT 12 11 ,.Uisow#rg,•208,2AO, Zrh,, 32C VF1.1- 20-206 "U*oeh ord 3to t A2C - A2UL" 2A - 240 mpt=.1, 0 10 - Z, 27 :277 MT- IX/M are wury 0%tilial 100 1 1011 7401777 kiiii, Itimp'.4tiy 160-150 U - unwonal —d 175. 176 1 M306 yokll 12=bt t =11L t6 kioup a9mms tar WGVCM - Wire Cvad RIIPI-MMAITIZI —C.Z.5813 FK-48 - Rob Ca" 430 oak Jh3r oddMmdduaiphom o0koll UgH ocansoft rehr to #00 numbar ClAt-5mm.) DMENUMS ENERGY DATA HIGH PRESM $OMM HX.FWF RALAST PA" WA*175 30 W30-1M) WdI5 yo WdIt-91 VMft eatlI MM HAM ,A HX-Htt MWASI IMVI WAJ15 l /2' NFS TAPPED HOLE 50 wo*-72 wdb -O-90 wcdk 5/16- DIA. K.O. (31 CWA6A1LASTTiPU] WAITS -4 175 1 o wcft C CCIIMPACT FLVMSaW -4 0 32 *C*-36 w4lik (292,6 rnml 42 Wrift-AS wag "n > WE017 23169. (mm.) W L -43170.1 92 .`-79 STER"FIRF r Aftak Mt 14 "1'TIT A850 A860-SR CDR Options 1PSDR Option R153G HSS L03-8 Po"roonate Polytartionate CDR (immituimp Perforated Bross R*5G House Side LOO-S ASIM A450-A3R CDR-CL OwistiLcl) Usconative Ring Refractor Shield Louver AcrylicAcrylic (,qNXxAr1 [Xro FvQ6 Optics x) I "r tv !,I I., W W W It IP 101i�'w W 6Por5r ISD4 8D5 87 W? 7 or Tr 50 9 or 9T* ("a) . (508OD4) (4068m) (50887) (4098D?) (704) (ART DECO 1) (980) Fft 31' poles Fft 41, poles Fft 5- poles Fft 7" ft poles F7" poles Fits 41 poles or Fft&3" poles Ffts 3' poles or tenons and or tanom or ..... ortemohl or towns, tenons -.1owlith or tarions or tonong. and arms belay 'IWIA U.:1, Ac,in JFO� TQ adapter & Was arms and arms below large Arms A 7 7. .. . ........ V��, fff! 00 50 ' Isms TASCR 579 A 39WB It L Only 4 779 TA 4001 460PS A 56 65L BAPT 70 Twin Only Notes: ,Job� Two: AVALUME GENERAL DESCRIPTION- The EMCO Avalirne Is a rectilinear area lurrdnalre delved by 1% ale* Riiundad prolle, and rugged cotrstrudon. The housN Is oneow*, do coat sturilnum W MouTft dW* to a pols or wd ~ MW of a M$Mb SUPW an. The mulfillaceled w4mage &Ocahng optical sysiam pnMdo IES Types 11, IV and V distbuliom. The door frame its Ongilep" die aluminum and retains an oplically dear W"w 1A gas lam The turninalre Is ccrriplieltily sealed and Vao."d pm"ngi Intrusion from moMum, dust and Inwok 7he Name lurninalms are lhdwd with a lade and abralon resistint TGIC powlemoat CUTOFF PERFOAMANCE; Flat glass Ion lurninal" provide full outoll portormance. PREFIX 111111101IMMIG OunT*Bunow WATTAGE VOLTA" IFNSH OPTIONS I Not 1* oidw rx)de into #,* appiolaials buic above Nola Oat(kv. re"my, 1w 69M to ieltise a cw0aaakort, 140 411 omibinatwis A10 NO VWW P&OW ID rtc*-#� b*w Jor em,*i9oft it 01 kilValons Foi qwWm of 4x"worm, pkiato vowAt to W*4V F 71 AVA i Singlo Pole, MwM 3 IES IWO III 2 TvAn Polo Mount at 1801 F IES Typo IV Forward Throw 2090 Tvdn Pala MuLot at W' N01E. r 'r Nor#= oP 3 3-way PoU Mount at W1 4:0* =i,=.j 30120 3-way 111ole Mount at 120` 5 IES Type V 4 4-way Pole ~t ARTS Medum Throw YoM Sdftaloi I. Ana W Well Mount WS wall mount with surfam Conduit lumps loom", I T3PSM" >c rnnntr 120 24101HP61 150111111HI RW8M" (2)60CF? P40f, 20111 AWMars i,•aiu 40ORPS 11751W N 320PSMH' (3)4ffRP 240 2 isoMN 35OPSN, M 277 .4WMH, 40 0 piliflit", 347 4M UNW =mom BRIP Bri:Aize Print HSI E)ftmal House S14:1e, Shield 41t. 1VkAi SLP Black Point LP In-PoloAn-ur* R4utdftft�)144-, Fu*V 45 hiteti cr* PC, Loddng Typo Photocantrol Floceptaft YR qt,xsi*n P U). AWith PlrolOcotttrol —� Wp Whilts, Paint f 41h 4WW 40" A- NP Natural Alurdmim Painit P . CR Locking TYpe Pnotocorittol Receptacle I , 4 r4A osl<;5 r Wo SOP Beige Point UP Mast Ami FrOar 0 OC Optional Odor Point PTF2 Pow Top Pilter 2.375" X 4" f�txxnlylrAl tftstirwhan PTF3 Pole TbpFiN&r7- 3.5"X 6" PTF4 Pole Top Filter 361 - 4" X So Se Special Color Point QW 04,1ortz $tancby CISr Q,,wtz giiandtty - Timed Delay we Wtv Guard iy.,* ,%*mu+r0firitwvtz I Isawmia POLr External PolycarbWM 8hla10 TS To rminal INOOk Eme I.WtIng 1611 CloVis Q~;tffA SM Motft,TX 7eass (NO) 22741176111 (S12) M-"O FAX: kSV4 763-119114, %WmAftOgMageoin T11 i -,omCn- Ynp -rbil,4 croup o rov?,. ;,,,W vn or Ole 11'sni, M 0irtmAwa WITMIA Errico, UgWng is a F%Iips group brand PHILIN IflAtwe Vghtlng Acorn SpecHkadon'sz- Re POST& ARM FIXTURES Cilrliea ARM MUWW MW= pftr TOP' MIME POST pm"p UGHT tow" oplics owroft mNim en 111111116LAST NO. (WARM11; ACOOMIRTMIPCOVWA ACM/PMMt iliseep"issimm) WArreITYKIVOLTS WALL FIXTURES UGHT SMKCX OPT= 01110111101111111111 PAM pm. F[Krustas PAUA" t Us" sop lintirrisOhn AWWIFITMAWAIIAWACWT� VWMi 111 ?VftM boas as wall Idura ACOW 11'111110 )POR AW E 211 129- =�2 ACORNS' POST ARMS WALL BALLASTS" LAMW FIMSHES STANDARD A850 - %PM BRACKET o 35HPS' & HPS35fMF() - BKT Black Textured • A860A * 50OPM ARMS - 50HPS * HPSWMED - BK ftck • A860SR - 478PM - 60VYB - 70HPS - HPS101MED , VG Verde Green A850ASR • 47,STSPM - 50DM * 1100HPS • HPS100MIED - PGT Park Green TextuW 70PM.* - 476VWB - 1160HPS HPS16WFD . P<, Park Green FITTERS WPM - 478TSWS - 260HP8 • HPS2W/M0G;ED18 - ASZ*T Archileftral Medium - GP 80DOM - 70WB' - 5DMHP MHP50IMED Bronze TrAured . 6T 48OPM 80WB a 7OMHP MHP70IMED * ABZ Archlectural.Medum . 7 48"M 80DVYB - looMHP, - MHP1001MED Bronze . 7T 55PIVI 48DV#JBI - iSOMHP - wpiwmm , $;f Sv&dish Iran 9 55LPM 480DWS - I'mulip, # MHP`175iV0GMD2W, ■oL PUT Park Bronze Textured • 9T 6236PM 55M # 200MHP - MH P20O)MOC 'MO28 Dark Bronze • 8D4 579PT • 55LV46 * 25DMHP - MHP260AACIGIED28 • 0AIGT Old World Gr8V • BD5 • TAPT • 623bNVB - 26PLT , PLT26 Textured • BD7 'TASCRPT - 579vt6 - 32PLT , PI-T32 OWG 011d World Oray 67 BAPT - TAVVB - 42PLT * PLT42 5N - TASCRWI3 rlyni Ir . pirgri, FINISM$ CUSTOM PIER BASE 39VVBI I - 70PLT7 - PLT70 o WHIT White Textured - 450PB 1W (W1,1MI - 60PLH # PLH60 0 WH vyh" OPTIONS It 85PLH • PLH85 * CV Copper Win • CDR Cast Decorattve Rft 120PLH PLH120 VW8K Wimthemd Black • CDR-CL I Cast Doctor Ring with Custom Logo INCAND • MR Weathered Brown • PBDR'.' Pailoiated Bins Decoralice Ring VOLTAGES • CO Cedar • PEC I Photooll-Simotal 120 Volt CL 8 15 * 120 RT Rust • PFC2 Photocell-Bi Metal 208-277 VOR # 208 Of Otkl Iron • PECI-E Photocell -Electronic 120 Volt * ?40 • TT IWu Trine CM Custom Match • PEC2-E Pbotoce4-Socironic 208-277 Volt Mnk, - 277 • RI Receptacle Only for Ratolock Photo Cell * 480 • R11, Rotolock Photo Call 120-277 Volt OPTICS # MULTI • G, GFI-Quplex I 1 6 amp for 980 Filter - RE3G (120-277) • FHS 944 Fuse & Holder - 120,277 Volt - RE6G • FHD Oual Fuse & Holder - 208, 240, 480 Vol - ALZAK NotEtic OR Qjaitz Re—'Wike 0 HISS Uwu, Pl- per arm Pineapple Firtial or Forill: (for TA, TASCR) a LW-S t:W,,ItViP • BF per arm Ball Finial or Font (for TA, TASCR) - LOSSffi�r:warntxmrr. 4'Zokto kILAY Nr 4.,vaht, • LAMPS Soled from List 0 1 ?$ 9 fy 9t filo 5,1v starttwe *0 1 W.9 rA 1 0fit 5% Lawe"Oe Ave. Roselle, IL 00 172 - 84 7 - 588.3400 - Fax 647- 566 -i3440 LIGHTING www.stemberglighting..com FmFAI infooplernberglighting.com s-lie. .vow"o, IIIji#14 . . - 0. F N lto o QF. ft• 00 SOM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS I 00 9Z Lake Anffidmi Lam TEL (407) 767-5188 Aml ptlilk FAX: (407) 767-5772 0 4% ftrWo. Fbft 32614 is Ch-01=11206 A� Project numbor 2MM www PYR1011111111ingcom 1756 Copyright02010 SOM Engineering,Wc- ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchftecture.com THE ICH NiAN pU P F FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL . . ... .. ... . ... ....... .... T) r 0 2 � SHEET REVISIONS: 0 < ------ E 2 LL0 0 ............ . E R BUILDING TYPE 111 -SECOND FLOOR ELECTRICAL PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' BUILDING TYPE 111 -FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /8"=1 ' -0" 0 4' 8' 16' GENERAL NOTE: 1, REFER TO SHEET E16.91 FOR SYMBOLS LEGEND. ELEC. PLAN KEY NOTES: Q 1. BUILDING SIGN LIGHT LOCATION TO BE COORDINATED WITH OWNER'S BUILDING SIGN DESIGN AND ALL AUTHORITIES HAVING JURISDICTION. 2. MOUNT "EXIT" LIGHTS ON ALL FLOORS, INCLUDING FIRST FLOOR. 3. METER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL 4. FIRE ALARM CONTROL PANEL ON FIRST FLOOR ONLY. CONNECT TO THE HOUSE PANEL PROVIDE 3/4" CONDUIT WITH—#12 WIRE TO DACT IN CLUBHOUSE, FOR MONITORING. FIRE ALARM SYSTEM TO OPERATE WITH DIALERS. 5. MOUNT AUDIOVISUAL ALARM ON FIRST, SECOND AND THIRD FLOOR IN THIS LOCATION. 6. CONNECT EMERGENCY UGHTS TYPE W TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON SECOND AND THIRD FLOOR. 7. MOUNT PULL STATION ON ALL FLOORS. 8. MOUNTING HEIGHT 7'-6' AFF. 9. PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSOR UNITS AS FOLLOWS: HP—B 30A/2P FUSED AT 20 AMPS HP—C 3QA/2P FUSED AT 30 AMPS CONNECT TO RESPECTIVE TENANT PANELS. 10. CONNECT TO HOUSE PANEL VIA PHOTOCELL 11. CONNECT TO HOUSE PANEL. 12. PROVIDE A 20AMP, 120V OUTLET AT METER CENTER LOCATION, FOR TV BOOSTER. 13. PROVIDE TWO (2) TV HOMERUNS TO EACH UNIT ER "Ba ER *9 ,,, �y .,...• ,, S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS •,. 17 c -a •, '� Pwklane TEL• 40 767-5188 FAX: 40 767-5772 Orlando, Florido 32814 �' 6; Project 3010-010 o ��1► number: �� . iiU156 CWflW o2010 SGM Ergiww1I g. Inc. 3 e aFORUMN L ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com r THE ICHMAN ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: SHEET REVISIONS: i E16,11 LL ELEC. PLAN KEY NOTES: Q) r FORUME E �1 i! 1; ;I II� 1i ' Is V } i to �11 II 1 BUILDING TYPE 111 = THIRD FLOOR ELECTRICAL PLAN SCALE: 1 /8"=1'—O" 0 4' 8' 16' ��2�5.•'• EN -0 ...�' Q _ 1. MOUNT PULL STATION ON ALL FLOORS. 2. CONNECT TO CLOSEST UNSWITCHED CIRCUIT GOING TO THE HOUSE PANEL. 3. MOUNT "EXIT" LIGHTS ON ALL FLOORS, INCLUDING FIRST FLOOR. 4. CONNECT TO HOUSE PANEL VIA PHOTOCELL. 5. MOUNT AUDIO/VISUAL ALARM ON FIRST, SECOND AND THIRD FLOOR IN THIS LOCATION. 6. CONNECT EMERGENCY LIGHTS TYPE "XA" TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON SECOND AND THIRD FLOOR. 7. J—BOX POWER FOR WATER METER REPEATER AND LIGHT AT ATTIC ACCESS. SGM ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX: (407) 767-5772 Orlando, Florida 32814 I11111, CA-00006208 Project number. 2010.Os0 www.sgmengineering.com Copyright a 2010 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fonimarchltecture.com THE t H t oJP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: .w._+...�._......_..v.. .......... __......._.w......... .......�v.....�.. __.•. ..._,......_...._..1_.._,-...._..----....,.w.. ...,w..,.,.,._. w, .,... .. .... .., ..,. - .....,.. EDITED BY: NDM i PROJECT NO. 10-2651 z 0 m W Building Type III . _.._­­.- 0 Third Floor Electrical Plan W W U i E16n12 0 IL a -1111frrliit", FORunn■ BUILDING TYPE 111-A -SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /8"=1'-0" 0 4' 8' 16' 69) BUILDING TYPE 111-A -UNDERGROUND ELECTRICAL PLAN SCALE: 1/8"=1'—O" 0 4' 8' 16' ..tllll... ILNMA 7k AY E a .p to GENERAL NOTE: 1, REFER TO SHEET E16.91 FOR SYMBOLS LEGEND. ELEC. PLAN KEY NOTES: Q 1. BUILDING SIGN LIGHT LOCATION TO BE COORDINATED WITH OWNER'S BUILDING SIGN DESIGN AND ALL AUTHORITIES HAVING JURISDICTION. 2. MOUNT "EXIT' UGHTS ON ALL FLOORS, INCLUDING FIRST FLOOR. 3. METER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING ff. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL 4. FIRE ALARM CONTROL PANEL ON FIRST FLOOR ONLY. CONNECT TO THE HOUSE PANEL PROVIDE 3/4' CONDUIT WITH-112 WIRE TO DACT IN CLUBHOUSE, FOR MONITORING. FIRE ALARM SYSTEM TO OPERATE WITH DIALERS. 5. MOUNT AUDIOVISUAL ALARM ON FIRST, SECOND AND THIRD FLOOR IN THIS LOCATION. 6. CONNECT EMERGENCY UGHTS TYPE W TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON SECOND AND THIRD FLOOR. 7. MOUNT PULL STATION ON ALL FLOORS. 8. MOUNTING HEIGHT 7'-6' AFF. 9. PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSOR UNITS AS FOLLOWS: HP-B 30A/2P FUSED AT 20 AMPS HP-C 30A/2P FUSED AT 30 AMPS CONNECT TO RESPECTIVE TENANT PANELS. 10. CONNECT TO HOUSE PANEL VIA PHOTOCELL 11. CONNECT TO HOUSE PANEL. 12. PROVIDE A 20AMP, 120V OUTLET AT METER CENTER LOCATION, FOR TV BOOSTER. 13. PROVIDE TWO (2) 1V HOMERUNS TO EACH UNIT LATER 'B' EL ri I11 ,,w S OM ENGINEERING9 INC. FACILITIES CONSULTING ENGINEERS 935 Ldw Baldwin Lane TEL• 40 767-5188 BoldwIl FAX: 40 767-5772 Orlando, Fio►ido =14 Project number 2nto-0 www.egAs I dng.com Copyright c2010 SGIM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs,132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: NDM z PROJECT NO. 10-2651 r V, ELEC. PLAN KEY NOTES: Q FORUME O BUILDING TYPE 111=A m THIRD FLOOR ELECTRICAL PLAN SCALE: 1/8"=1'--0" 0 4' 8' 16' 1. MOUNT PULL STATION ON ALL FLOORS. 2. CONNECT TO CLOSEST UNSWITCHED CIRCUIT GOING TO THE HOUSE PANEL 3. MOUNT "EXIT" LIGHTS ON ALL FLOORS, INCLUDING FIRST FLOOR. 4. CONNECT TO HOUSE PANEL VIA PHOTOCELL 5. MOUNT AUDIOVISUAL ALARM ON FIRST, SECOND AND THIRD FLOOR IN THIS LOCATION. 6. CONNECT EMERGENCY LIGHTS TYPE 'W TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON SECOND AND THIRD FLOOR. 7. J-BOX POWER FOR WATER METER REPEATER AND LIGHT AT ATTIC ACCESS. S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS 3Baldrn'n�Park, Lane FA ( Bddwin — 407) 77-5188 DrkWo, FWda 32814 $ FAX: 0 006208 7) 757-5772 Project numbw:1010-0IIO wwwigmegkiiodng.com Copyright o 2010 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 $ 745 orienta avenue, suite 1121 m altamonte springs, fl 32701 c phone: 407.830.1400 ad fax: 407.830.4143 2 AA0002731 o www.fbrumarchitecture.com V THE ICHMAN ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: SHFFT REVISIONS: EDITED BY: NDM PROJECT NO. 10-2651 Building Type 111 A Third Floor Electrical Plan E16,14 ���1►t11111��% FORUME BUILDING TYPE XVI11 -SECOND FLOOR ELECTRICAL PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' BUILDING TYPE XVI11 -FIRST FLOOR ELECTRICAL PLAN SCALE: 1/8"=1'-0" 0 4' 8' 16' GENERAL NOTE: 1. REFER TO SHEET E16.90 FOR SYMBOLS LEGEND. ELEC. PLAN KEY NOTES:Q 1. BUILDING SIGN LIGHT LOCATION TO BE COORDINATED WITH OWNER'S BUILDING SIGN DESIGN AND ALL AUTHORMIES HAVING JURISDICTION. 2. MOUNT "EXIT" LIGHTS ON ALL FLOORS, INCLUDING FIRST FLOOR. 3. METER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL. 4. FIRE ALARM CONTROL PANEL ON FIRST FLOOR ONLY. CONNECT TO THE HOUSE PANEL. PROVIDE 3/4" CONDUIT WITH-#12 WIRE TO DACT IN CLUBHOUSE, FOR MONITORING. FIRE ALARM SYSTEM TO OPERATE WITH DIALERS. 5. MOUNT AUDIO/VISUAL ALARM ON FIRST, SECOND AND THIRD FLOOR IN THIS LOCATION. 6. CONNECT EMERGENCY LIGHTS TYPE "XA" TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON SECOND AND THIRD FLOOR. 7. MOUNT PULL STATION ON ALL FLOORS. 8. MOUNT THESE FIXTURES IN THIS LOCATION ON FIRST FLOOR ONLY. MOUNTING HEIGHT 7'-6" AF 9. PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSOR UNITS AS FOLLOWS: HP -A 30A/2P FUSED AT 15 AMPS CONNECT TO RESPECTIVE TENANT PANELS. 10. CONNECT TO HOUSE PANEL VIA PHOTOCELL. 11. CONNECT TO HOUSE PANEL. 12. PROVIDE A 20AMP, 120V OUTLET AT METER CENTER LOCATION, FOR TV BOOSTER. 13. PROVIDE TWO (2) TV HOMERUNS TO EACH UNIT ��1••.T'ti ''--, ;� ;• -- • SOM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS * * .. Y �� tt� 9Z Lalm Baldwin Lane TEU (407) 767-5188 Acifi- Pat , Florida 32814 �, FAX: 40 767-5772 CA-00WO208 fS Project number: �oIM • O % ` www.egmengineerinq.com : R :: �. N, '� •• 6 Copy W o2010 SGM Enginserbg, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: PROJECT NO. 10-2651 E16021 BUDDING TYPE XVI11 -THIRD FLOOR ELECTRICAL PLAN SCALE: 1 /8"=1'-0" 0 4' 8' 16' ELEC. PLAN KEY NOTES:Q 1. MOUNT PULL STATION ON ALL FLOORS. 2. CONNECT TO CLOSEST UNSWITCHED CIRCUIT GOING TO THE HOUSE PANEL. 3. MOUNT "EXrr LIGHTS ON ALL FLOORS, INCLUDING FIRST FLOOR. 4. CONNECT TO HOUSE PANEL W4 PHOTOCELL. 5. MOUNT AUDIO/ASUAL ALARM ON FIRST, SECOND AND THIRD FLOOR IN THIS LOCATION. 6. CONNECT EMERGENCY LIGHTS TYPE *W TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON SECOND AND THIRD FLOOR. 7. J—BOX POWER FOR WATER METER REPEATER AND LIGHT AT ATTIC ACCESS. _.0011118/t11i._ ,.�``5�°••• �� ••.'ti '-,, EN ``2�/••• G S •; S OM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS 935 lake Baldwin Lane 7-55188: 7—772oa I — E 'CA- ,,PoFl32614 06 PPmject numbber. 1010-010 O �.• www.egmerigirieertng.com •. ' •��� IV• 56 Copyright o 2010 SGM Engineering, Inc. 1FO Rum■ ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, 1132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchftectum.com tectum.com THE d H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL ArT •11ATl11l11 ITIA\Ifs. SHEET REVISIONS: v 3 PROJECT NO. 10-2651 E16m22 0 UNIT Al -ELECTRICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' MEL "B1 l.._1-71._1.___. T -, Y] UNIT 131 -ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' UNIT A2 -ELECTRICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' GENERAL NOTES: 1. REFER TO SHEET E16.91 FOR SYMBOLS LEGEND. PLAN KEY NOTES: �b 1. CONNECT TO UNIT MOUNTED BREAKER INCLUDED WITH AHU. 2. WATER HEATER CONNECTION. PROVIDE A 24OV, 30A, N-1, N/F DISCONNECT SWITCH PER NEC 422.31(B). 3. MICRO/HOOD CONNECTION. INSTALL RECEPTACLE AT 78"AFF, INSIDE THE CABINET. VERIFY EXACT LOCATION IN FIELD. 4. DISHWASHER CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 5. GARBAGE DISPOSAL CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 6. PREWIRED LOCATION FOR FUTURE HEARING/VISUAL DEVICE OF FIRST FLOOR UNITS. MOUNTED AT 80" AFF, TO BOTTOM. 7. MICROWAVE CONNECTION. 8. HOOD CONNECTION. VERIFY EXACT LOCATION IN FIELD. NOTES: 1. ALL SMOKE ALARMS WITHIN A DWELUNG UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' MINIMUM FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM SIDEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING DWELLING UNIT NON—GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC —FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210.12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE LISTED TAMPER —RESISTANT RECEPTACLES PER NEC 2008 406.11 REQUIREMENT. .- `�.���5� • `� N'••••% --,, S GM ENGINEERING, INC. w 2 FACIIITIES CONSULTING ENGINEERS * *935 LAW Boldwh Lane M. 40 767-5188 OddwM Park, ,. wo O is f1' Orlando, Florida =14 $ FAX: 40 767-5772 73 '•�! / Project nwnber: i010.010 wwwn • Copyright o 0100SSO i Er�neering, Inc. 3 m aFORUME a P e a ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 odenta avenue, suite 1121 altamonte springs, it 32701 c phone: 407.830.1400 0 fax: 407.830.4143 1 AA0002731 I www.forumarchkecture.com I THE ICHNiAN i ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL I I i PROJECT NO. 10-2651 UNIT 62 -ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' UNIT B4 m ELECTRICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' UNIT 63 -ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' GENERAL NOTES: 1. REFER TO SHEET E16.91 FOR SYMBOLS LEGEND. PLAN KEY NOTES: (D 1. CONNECT TO UNIT MOUNTED BREAKER INCLUDED WITH AHU. 2. WATER HEATER CONNECTION. PROVIDE A 24OV, 30A, N-1, N/F DISCONNECT SWITCH PER NEC 422.31(B). 3. MICRO/HOOD CONNECTION. INSTALL RECEPTACLE AT 787AFF, INSIDE THE CABINET. VERIFY EXACT LOCATION IN FIELD. 4. DISHWASHER CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 5. GARBAGE DISPOSAL CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 6. PREWIRED LOCATION FOR FUTURE HEARING/VISUAL DEVICE OF FIRST FLOOR UNITS. MOUNTED AT 80" AFF, TO BOTTOM. 7. MICROWAVE CONNECTION. 8. HOOD CONNECTION. VERIFY EXACT LOCATION IN FIELD. NOTES: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' MINIMUM FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM SIDEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING DWELLING UNIT NON—GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC —FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210.12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE LISTED TAMPER —RESISTANT RECEPTACLES PER NEC 2008 406.11 REQUIREMENT. �E00 NF.' .. • F.. TE S GM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS Lane lEL: �rJ4767-5188 Bddwin Park, Orlando, Florida 32814 $ i FAX:787-5772 CA— 08 Project number 101M www.egmengineering.com Copyright c 2010 SGM Engineering, Inc. i,FORUME a a L P ARCHITECTURE & INTERIOR DESIGN, INC. 01 PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 745 odenta avenue, sufte 1121 0 altamonte springs, fl 32701 'c phone:407.830.1400 o� fax: 407.830.4143 AA0002731 €1 www.forumarr.hkecture.com E 2 LL THE C rCHNiANc c T ROUP OF FLORIDA, INC. � Fort King Colony Apartments I CD 0 c 0 jVT[ V E City of Zephyrhills, FL `0 a c 0 SET DISTRIBUTIONS: I i PROJECT NO. 10-2651 ����fffllfjl��� GENERAL NOTES: FORUMN UNIT C1 -ELECTRICAL PLAN SCALE: 1/4 "=is —on 0 2' 4' 8' " r • s UNIT C3 - ELECTRICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' UNIT C2 -ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' 1. REFER TO SHEET E16.91 FOR SYMBOLS LEGEND. PLAN KEY NOTES: 1. CONNECT TO UNIT MOUNTED BREAKER INCLUDED WITH AHU. 2. WATER HEATER CONNECTION. PROVIDE A 24OV, 30A, N-1, N/F DISCONNECT SWITCH PER NEC 422.31(B). 3. MICRO/HOOD CONNECTION. INSTALL RECEPTACLE AT 78"AFF, INSIDE THE CABINET. VERIFY EXACT LOCATION IN FIELD. 4. DISHWASHER CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 5. GARBAGE DISPOSAL CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 6. PREWIRED LOCATION FOR FUTURE HEARING/VISUAL DEVICE OF FIRST FLOOR UNITS. MOUNTED AT 80" AFF, TO BOTTOM. 7. MICROWAVE CONNECTION. 8. HOOD CONNECTION. VERIFY EXACT LOCATION IN FIELD. NOTES: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' MINIMUM FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM SIDEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING DWELLING UNIT NON—GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC —FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210.12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE LISTED TAMPER —RESISTANT RECEPTACLES PER NEC 2008 406.11 REQUIREMENT. .•11iu... ♦,.��`�5�°•�Er. .';!�;'- SGM ENGINEERING, INC. 2�. FACILITIES CONSULTING ENGINEERS 0 1 * 935 Ldw BoWm Lane TEL: (40 767-5188 * 8oldein Park. FAX: (40 707-5772 F : Orlaldo, Florida 32814 CA-00006208 4 Project number: 2010.010 r � r. ci • • �� www.e�jrfler191nindr19.00m '� • • • • • • • • •' • FLbi 756 Copyr9ht 0 2010 SG11 Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchftecture.com 1 THE t H ROUP OF FLORIDA, INC. Fort King Colony Aaartments I 8 0 6 City of Zephyrhills, FL 0 0 C 0 W 4 " C 0 7 a I? a c Q 08108/10 SET DISTRIBUTIONS: Q SHEET REVISIONS: ....... _.. � a f EDITED BY: NDM z PROJECT NO. 10-2651 "111111111W, • UNIT Al -VISUAL/HEARING IMPAIRED ELECTRICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8 I� C - r- ,l � • UNIT 131 -VISUAL/HEARING IMPAIRED ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' UNIT C3 -VISUAL/HEARING IMPAIRED ELECTRICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' GENERAL NOTES: 1. REFER TO SHEET E16.91 FOR SYMBOLS LEGEND. PLAN KEY NOTES: 1. CONNECT TO UNIT MOUNTED BREAKER INCLUDED WITH AHU. 2. WATER HEATER CONNECTION. PROVIDE A 24OV, 30A, N-1, N/F DISCONNECT SWITCH PER NEC 422.31(B). 3. MICRO/HOOD CONNECTION. INSTALL RECEPTACLE AT 78"AFF, INSIDE THE CABINET. VERIFY EXACT LOCATION IN FIELD. 4. DISHWASHER CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 5. GARBAGE DISPOSAL CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 6. PREWIRED LOCATION FOR FUTURE HEARING/VISUAL DEVICE OF FIRST FLOOR UNITS. MOUNTED AT 80" AFF, TO BOTTOM. 7. MICROWAVE CONNECTION. NOTES: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' MINIMUM FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM SIDEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING DWELLING UNIT NON-GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210.12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES PER NEC 2008 406.11 REQUIREMENT. '�OR.•:•`:.,r%''�•, SGM ENGINEERING, INC. : FACILITIES CONSULTING ENGINEERS 935 Lake Baldwin Lane M. 40 767-5188 '� n FAX: (407) 767-5772 i� • J >+C = Orlando, Fbrida 32814 0 JA CA-00006206 4 Project number. MHO WWW.99 ongwowng.com Copyright o2010 SGMI Engineering, Inc. KE�fft*D cMA'RTINF2-FL6 56 3 i. v m i FORUMN P ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 745 odenta avenue, suite 1121 m altamonte springs,1132701 phone:407.830.1400 fax: 407.830.4143 m AA0002731 www.fonimarchitecture.com THE t H ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL v EDITED BY: m SET DISTRIBUTIONS: NDM PROJECT NO. 10-2651 Typical Units Visual Hearing Impaired Electrical ___...._-_ _---..__...,.._...- Plans E 16,73 PANELBOARD SCHEDULES J PANEL Al PANEL A2 PANEL B1 (0) PANEL 82 (B4) PANEL C1 (0) PANEL C2 PANEL HP VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, MAINS: 1OOA,MLO 1 PH, 3W NEMA -3R MAINS: 125A,MLO NEMA -1 MAINS: 125A,MLO NEMA -1 MAINS: 125A,MLO NEMA -1 MAINS: 125A,MLO NEMA -1 MAINS: 125A,MLO NEMA -1 MAINS: 125A,MLO NEMA -1 �R II BREAK POLE DESCRIPTION CIRCUR BREAK 1 POLE 20A/1 P DESCRIPTION DISHWASHER CIRCUfT BREAK 1 POLE 20A/1 P DESCRIPTION DISHWASHER CIRCUIT 1 RREAKE &O 20A/1 P F DESCRIPTION DISHWASHER CIRCUIT 1 RROLE 20A/1 P DESCRIPTION DISHWASHER CIRCUIT 1 BREAKER/POLE 20A/1 P DESCRIPTION DISHWASHER CIRCUIT 1 BEAKE'R 20A/1 P E DESCRIPTION DISHWASHER 1-2 20A/1 P BUILDING LIGHTS 2 20A/1 P WASHER 2 20A/1 P WASHER 2 2OA/1 P WASHER 2 20A /1 P WASHER 2 20A/1 P WASHER 2 20A/1 P WASHER 3-4 20A/1 P BREEZEWAY LTS 3 20A/1 P DISPOSAL 3 20A/1 P DISPOSAL 3 2OA/1 P DISPOSAL 3 20A/1 P DISPOSAL 3 20A/1 P DISPOSAL 3 20A/1 P DISPOSAL 5 20A/1 P RECEPTACLES 4 20A/1 P BATHROOM RECEPT. 4 20A/1 P BATHROOM RECEPT. 4 20A/1 P BATHROOM RECEPT. 4 20A/1 P BATHROOM RECEPT. 4 20A/1 P BATHROOM RECEPT. 4 20A/1 P BATHROOM RECEPT. 6 20A/1 P SITE LIGHTS 5-6 20A/1 P SMALL APPLIANCE 5-6 20A/1 P SMALL APPLIANCE 5-6 2OA/1 P SMALL APPLIANCE 5-6 20A/1 P SMALL APPLIANCE 5-6 20A/1 P SMALL APPLIANCE 5-6 20A/1 P SMALL APPLIANCE 7 20A/1 P SPARE 7-14 15A/1P LTG/RECEPT 7-14 15A/1P LTG/RECEPT 7-14 15A/1P LTG/RECEPT 7-14 15A/1P LTG/RECEPT 7-14 15A/1P LTG/RECEPT 7-14 15A/1P LTG/RECEPT 8 (1)20A/1P FACP 15 20A/1 P MICROWAVE 15 20A/1 P MICROWAVE 15 2OA/1 P MICROWAVE 15 20A/1 P MICROWAVE 15 20A/1 P MICROWAVE 15 20A/1 P MICROWAVE 9-20 - /- SPACES 16,18 3OA/2P WATER HEATER 16,18 3OA/2P WATER HEATER 16,18 3OA/2P WATER HEATER 16,18 3OA/2P WATER HEATER 16,18 3OA/2P WATER HEATER 16,18 30A/2P WATER HEATER HP LOAD CALCULATIONS 17,19 30A/2P DRYER 17,19 3OA/2P DRYER 17,19 3OA/2P DRYER 17,19 3OA/2P DRYER 17,19 3OA/2P DRYER 17,19 3OA/2P DRYER BUILDING LIGHTS 1.5KW 20,22 5OA/2P RANGE 20,22 5OA/2P RANGE 20,22 5OA/2P RANGE 20,22 50A/2P RANGE 20,22 50A/2P RANGE 20,22 50A/2P RANGE BREEZEWAY LIGHTS 1.OKW 24,26 15A/2P HP -Al 24,26 15A/2P HP-A2 24,26 2OA/2P HP-B1 24,26 20A/2P HP-82 24,26 20A/2P HP-C1 24,26 20A/2P HP-C2 SITE LIGHTS 0.8KW 21,23 30A/2P AHU-A1 21,23 30A/2P AHU-A2 21,23 3OA/2P AHU-B1 21,23 30A/2P AHU-B2 21,23 3OA/2P AHU-Cl 21,23 3OA/2P AHU-C2 RECEPTACLES FACP .4KW 25 20A/1 P REFRIGERATOR 25 20A /1 P REFRIGERATOR 25 2OA/1 P REFRIGERATOR 25 20A/1 P REFRIGERATOR 25 20A/1 P REFRIGERATOR 25 20A/1 P REFRIGERATOR TOTAL- .2KW 3.9KW NOTES: 1ALL BREAKERS SERVING INTERIOR DWELLING UNIT NON-GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210.12E REQUIREMENTS. 2. ALL WIRE SIZES SHALL BE 1-#12, UNLESS SPECIFIED OTHERWISE ON PLANS. UNIT CALCULATIONS UNIT Al UNIT A2 UNIT B1 (0) UNIT B2 (B4) UNIT C1 (0)` UNIT C2 I ' GEN. LTG. ( 767 x 3) 2,301 GEN. LTG. ( 752 x 3) 2,256 GEN. LTG. ( 974 x 3) 2,922 GEN. LTG. ( 926 x 3) 2,778 GEN. LTG. (1240 x 3) 3,720 GEN. LTG. (1238 x 3) 3,714 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 DISPOSAL 500 DISPOSAL 500 DISPOSAL 500 DISPOSAL 500 DISPOSAL 500 DISPOSAL 500 RANGE 12,000 RANGE 12,000 RANGE 12,000 RANGE 12,000 RANGE 12,000 RANGE 12,000 DISHWASHER 1,050 DISHWASHER 11050 DISHWASHER 1,050 DISHWASHER 1,050 DISHWASHER 1,050 DISHWASHER 1,050 WATER HEATER 5,500 WATER HEATER 5,500 WATER HEATER 5,500 WATER HEATER 5,500 WATER HEATER 5,500 WATER HEATER 5,500 DRYER 5,000 DRYER 5,000 DRYER 5,000 DRYER 5,000 DRYER 5,000 DRYER 5,000 MICROWAVE 1,500 MICROWAVE 1,500 MICROWAVE 1,500 MICROWAVE 1,500 MICROWAVE 1,500 MICROWAVE 1,500 TOTAL 32,351 TOTAL 32,306 TOTAL 32,972 TOTAL 32,828 TOTAL 33,770 TOTAL 33,764 10 KW 0 10OX 10.0 10 KW 0 100% 10.0 10 KW 0 100% 10.0 10 KW 0 10OX 10.0 10 KW 0 1OOX 10.0 10 KW 0 100% 10.0 22.4 KW 0 40% 8.9 22.3 KW 0 40% 8.9 23.0 KW 0 40% 9.2 22.8 KW 0 4OX AL 23.8 KW 0 4OX 9.5 23.8 KW 0 4OX 9�_ SUBTOTAL 18.9 KW SUBTOTAL 18.9 KW SUBTOTAL 19.2 KW SUBTOTAL 19.1 KW SUBTOTAL 19.5 KW SUBTOTAL 19.5 KW HEATING 0 10OX 7.9 KW HEATING 0 10OX 7.9 KW HEATING 0 100% 8.4 KW HEATING 0 100% 8.4 KW HEATING 0 10OX 8.8 KW HEATING 0 100X 8.8 KW 26.8 KW 26.8 KW 27.6 KW 27.5 KW 28.3 KW 28.3 KW AMPS 0 24OV, 1 PHASE = 111.7 AMPS AMPS 0 24OV, 1 PHASE = 111.7 AMPS AMPS 0 24OV, 1 PHASE = 115.0 AMPS AMPS 0 24OV, 1 PHASE = 114.6 AMPS { AMPS 0 240V, 1 PHASE = 117.9 AMPS AMPS 0 24OV, 1 PHASE = 117.9 AMPS TOTAL CONNECTED = 40.3 KW TOTAL CONNECTED = 40.3 KW TOTAL CONNECTED = 41.4 KW TOTAL CONNECTED = 41.2 KW I TOTAL CONNECTED = 42.6 KW TOTAL CONNECTED = 42.6 KW RISER KEY NOTES: 0 GENERAL NOTES: _ 1. 1,000A, 2 POLE MAIN CIRCUIT BREAKER 1. ALL PULL STATIONS ARE TO HAVE 2. SURGE PROTECTIVE DEVICE SHALL MEET COVERS FOR OUTDOOR INSTALLATION. THE NEC 285.6 REQUIREMENTS. PROVIDE SENTREX #PA120T, NEMA-3R OR EQUAL 3. REFER TO TYPICAL GROUNDING DETAIL THIS SHEET 4. 125A, 24OV, 4 JAW METER SOCKET WITH FEEDER SCHEDULE A 2 POLE, 125A BRANCH BREAKER FOR ALL UNITS. 100A, 240V, 4 JAW METER Im ALLIMINU SOCKET WITH A 2 POLE, 1ODA BRANCH F1 3#1, 1#6G, 1-1/2"C BREAKER FOR THE HOUSE PANEL F2 (3) SETS: 3-600KCM, 3"C EACH. 5. PROVIDE BRANCH BREAKERS AS REQUIRED FOR SITE AND BUILDING LIGHTING F3 3#2/0, 1#4G, 2"C 6. USE FEEDER F3 FOR ALL UNITS. 4'-6" V-4" T 1'-54" -- V-4" V-4" TYPICAL TENANT PANEL K01 1 � 3 31M 4 OYPICAQ 001001 /-" ° °I° °I I o HOUSE PANEL O a O 'HP' 100A, MLO NEMA-3R ff METER CENTER 'A' #3/0 Cu F2 TO POWER COMPANY'S (= TRANSFORMER 4'-6" 1'-4" T V-54" -- V-4" T 11-4" METER CENTER 'B' TO POWER COMPANY'S TRANSFORMER POWER_ RISER -BUILDINGS) TYPE 1119 "111 & XIX NOT TO SCALE EQUIPMENT RATINGS A. ALL METER CENTER COMPONENTS SHALL BE RATED AT 42KAIC. B. SERIES RATINGS MAY BE APPLIED FOR LOWER RATINGS OF TENANT FEEDER BREAKERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS. C. TENANT LOAD CENTERS TO BE RATED AT 1OKAIC. (SERIES RATED 42 KAIC WHEN PROTECTED BY 42 KAIC RATED METER CENTER) D. HOUSE PANELS SHALL BE RATED AT 22KAIC. W-90" BUILDING LOAD CALCULATIONS BUILDING TYPE III (METER CENTER "Aa 8xB3x41.4KW= 331.2KW 4xC3x42.6KW= 170.4KW 501.6 KW x 0.41 = 205.7 KW HOUSE PANEL 209.6 KW AMPS 0 24OV, 14 = 873.3A 24 UNITS TOTAL 2 METER CENTERS WITH A 1,000A MAIN CIRCUrr BREAKER EACH BUILDING TYPE III -A (METER CENTER "A") 7xB3x41.4KW= 289.8KW 1 x84x41.4KW= 41.4KW 4xC3x42.6KW= 170.40 501.6 KW x 0.41 = 205.7 KW HOUSE PANEL 209.6 KW AMPS 0 24OV, 1 _ 873.3A 24 UNITS TOTAL 2 METER CENTERS WITH A 1,000A MAIN CIRCUIT BREAKER EACH BUILDING TYPE XVIII (METER CENTER "A") 12xAl x 40.3 KW = 483.6 KW 483.6 KW x 0.41 = 198.3 KW HOUSE PANEL 202.2 KW AMPS 0 24OV, 1 = 842.5A 24 UNITS TOTAL 2 METER CENTERS WITH A 1,000A MAIN CIRCUfr BREAKER EACH (1) PROVIDE CIRCUIT BREAKER LOCK ON DEVICE FOR FACP CIRCUff. APARTMENT LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION LAMPS MM VOLTS REMARKS NO. TYPE A KITCHEN - CEILING FLUORESCENT - BRUSHED NICKEL 2 32 CS 120 PROVIDE ENERGY ADV LTG TECH. EB1232E (E-STAR) F32 SAVING BALLAST ENTRY, TERRACE STORAGE, FOYER WALL ,PW B TRANS GLOBE LIGHTING #57701- N, 6.5" x 14" 2 CS 120 Dome Brushed Nickel, 2 PL-14W Bulbs (E-Star) IL C WIC, LAUNDRY INCON 11111-26-35K (E-Star) 1 2PL r CS 120 D 36" Vanity 20.5"Wx6.125"H Brushed Nickel, White Frosted Glass Shade 3 4OW WS 120 MOUNT 0 7' AFF. NUVO LIGHTING 60-3319 (E-Star) (G-25) D1 42' Vanity 28.8"Wx6.125"H Brushed Nickel, White Frosted Glass Shade 4 4OW WS 120 MOUNT 0 7' AFF. NUVO LIGHTING 60-3321 (E-Star) (G-25) 11 DRUM Fluorescent Fixture AT BALCONY CEILINGS 26W DAMP LOCATION LISTED E INCON 11111-26-35K (E-Star) _ 1 PL CS 120 E-Star F 19" Drum, CIRCLINE Fluorescent 2 1-32W WS 120 MOUNT 0 7'-6" AFF. INCON 11911-72Circ-ES 1-40W G LIVING / ALL BEDROOMS 120 PROVIDE RATED J-BOX Reversible Ceiling Fans Energy Star Rated White -- -- -- AS REQUIRED DINING, 75W H NUVO LIGHTING, TH303 Step Cylinder Head TR126 Track, 4 PAR30 CS 120 TP155 MOUNT Brushed Nickel, 4 Track Heads J ADJACENT TO TUB 1 60W CS 120 DAMP LOCATION LISTED ROYAL PACIFIC 43201-ES CEILING MOUNT FIXTURE A19 E-Star K BREEZEWAY CEILING 2 32W CS 120 DAMP LOCATION LISTED INCON 58711-64Z-ES T8 E-Star _ L ADDRESS BUILDING SIGN LIGHTING i 1 13W WS 120 MOUNT 12" ABOVE DIVINE LIGHTING S412 WH-SE130-41 PL-QUADADDRESS SIGN S FLUORESCENT STRIP (E-Star INCON LIGHTING 520 SERIES 2)220/34Z 241 x 3"W. EXTENDS 5" D 2 17W T8 WS 120 UTILITY CLOSET X SELF POWERED EXIT SIGN LED U 120 CONNECT TO UNSWITCH LEG MULE MX-B-R-U OF ROOM LIGHTING CIRCUR XA EMERGENCY LIGHTS W/BATTERY PACK 2 10W WS 120 CONNECT TO UNSWITCHED MULE EM-80 LEG OF LIGHTING CIRCUIT BUILDING TYPE III (METER CENTER "BO 7xB1 x41.4KW= 289.8KW 1 xB2x41.2KW= 41.2KW 1 xC2x42.6KW= 42.6 KW 3 x C 1 x42.6KW= 127.8KW 501.4 KW x 0.41 = 205.6 KW AMPS 0 24OV, 10 = 856.6A BUILDING TYPE III -A (METER CENTER "B") 8 x B 1 x41.4KW= 331.2KW 4xC1 x42.6KW= 170.4KW 501.6 KW x 0.41 = 205.6 KW AMPS 0 24OV, 1 = 856.9A BUILDING TYPE XVIII (METER CENTER "Bn 11 xAl x 40.3 KW = 443.3 KW 1 xA2x40.3KW` = 40.3KW 483.6 KW x 0.41 = 198.3 KW AMPS 0 24OV, 1 � = 826.36 EQUIPMENT - GROUNDING FULL SIZE 2-5/8.0 x 10-L COPPER CLAD GROUND RODS BUS BONDING JUMPER (TYP) SURE FULL SIZE GROUNDING ELECTRODE CONDUCTOR (SEE RISER DIAGRAM FOR SIZE) MAIN UNDERGROUND METAL WATER PIPE (BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED) STEEL NOTE: 2 GROUNDS REQUIRED UNLESS TESTED TO BE LESS THAN 25 OHMS. GROUNDING DETAIL NOT TO SCALE ;• ., , GEN l SGM ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S = F ' = 935 Lake Baldwin Lane TEL: (407) 767-5188 x c O - = Ballwin Park, FAX: 407 767-5772 Orlando, Florida 32814 $ j CA-00006208 ��,��tv� NE (� `� =FL i.7156 i� Project number: 2010-090 www.sgmengineering.com Copyright c2010 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: NDM 9 PROJECT NO. 10-2651 z c7 Electrical W Schedules Details z & Notes ul U w I U X E 16.90 0 LL 0 . , . 6 v GROUNDING NOTES: 1. GROUND RODS WILL BE INSTALLED TO A DEPTH TO ACHIEVE AN IMPEDANCE OF 5 OHMS OR LESS, THEY WILL BE TESTED AND RECORDED AT TIME OF INSTALL ALL TESTING TO BE INDEPENDENT OF THE POWER COMPANY GROUNDING. 2. GROUND RODS, LIFER BOND AND SERVICE ENTRANCE WILL BE BONDED TOGETHER WITH 4/0 AWG. 3. PROVIDE J4 COPPER GROUND TO FACP CLOSET IN BREEZEWAY. 4. GROUND SHOULD BE TESTED ANUALY TO CHECK FOR DEGRADATION. FORTIFY AS NECESSARY. SURGE SUPPRESSION INSTALLATION: THE 120V AC ELECTRICAL INSTALLATION 1. INSTALLED PROTECTION AT 2 LOCATIONS DUE TO THE UNKNOWN OF POSSIBLE INTRODUCTION OF ELECTRICAL SURGE DURING A LIGHTNING STRIKE. a. THE DITEK DTK-120HW INSTALLED IN THE HOUSE ELECTRICAL PANEL AS PER MANUFACTURER INSTRUCTIONS. b. THE DITEK DTK-12OS20A INSTALLED ABOVE THE FIRE ALARM PANEL AS PER MANUFACTURER INSTRUCTIONS. 2. THE GROUND MUST BE TESTED AND RECORDED AS PART OF THE FIRE ALARM RECORD OF COMPLETION FORMS FOR EACH REMOTE AND CLUBHOUSE BUILDING. THE NEC CODES REQUIRE A MINIMUM OF 250HMS TO GROUND, BUT MANUFACTURERS RECOMMENDS 5 OHMS MAXIMUM. THE FIRE ALARM DEVICES LOCATED OUTSIDE THE REMOTE BUILDINGS I. THE DITEK DTK-2MHLP INSTALLED IN NEMA4 RATED BOX WHERE LOW VOLTAGE CABLING IN EXISTING BUILDING TO SPRINKLER DEVICES IF DESIGNED. 2. THE DITEK DTK-2MHLP INSTALLED ON THE EXTERIOR HORN STROBE CIRCUIT. 3. THE DITEK DTK-2MHLP INSTALLED ON THE WATER FLOW AND TAMPER SWITCH ZONE CIRCUITS. 4. THE GROUND MUST BE TESTED AND RECORDED AS PART OF THE FIRE ALARM RECORD OF COMPLETION FORMS FOR EACH REMOTE AND CLUBHOUSE BUILDING. THE NEC CODES REQUIRE A MINIMUM OF 25OHMS TO GROUND, BUT MANUFACTURERS RECOMMENDS 5 OHMS MAXIMUM. THE TELEPHONE LINE SURGE INSTALLATION 1. THE DITEK DTK-MRJ INSTALLED AS PER MANUFACTURERES INSTRUCTIONS ON EACH PHONE LINE (2) PROVIDED. 2. THE GROUND MUST BE TESTED AND RECORDED AS PART OF THE FIRE ALARM RECORD OF COMPLETION FORMS FOR EACH REMOTE AND CLUBHOUSE BUILDING. THE NEC CODES REQUIRE A MINIMUM OF 250HMS TO GROUND, BUT MANUFACTURERS RECOMMENDS 5 OHMS MAXIMUM. CONTINUOUS 14 STEEL REBAR IN THE FOUNDATION FOOTER M_11'_F A CIRCUITS LOCATED ON THE EXTERIOR OF THE BUILDING I.E. FLOW AND TAMPER SWITCHES ON A BACKFLOW, MUST BE SURGE PROTECTED AND PROPERLY GROUNDED. REFER TO F/A SPEC FOR ADDITIONAL DETAILS. INSTALL THE FACP A/C SURGE --\ SUPRESSION AT THE HOUSE BREAKER PANEL REFER TO F/A SPEC. #4 GROUND WIRE BONDED TO FOUNDATION STEEL FOR THE FIRE ALARM LOOP SURGE SUPRESSiON. GROUNDING AND SURGE PROTECTION IS NEEDED FOR F/A LOOP ENTERING AND EXITING THE BUILDING. LOCATION VARIES. REFER TO F/A SPEC FOR ADDITIONAL DETAILS. GENERAL NOTES: 1. ALL PULL STATIONS ARE TO HAVE COVERS FOR OUTDOOR INSTALLATION. ELECTRICAL LEGEND WTE: ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. O LIGHTING FIXTURE, CEILING MOUNTED LIGHTING FIXTURE, CEILING SURFACE MOUNTED LIGHTING FIXTURE, WALL MOUNTED S SINGLE POLE SWITCH, MOUNTED A 48- AFF., TO CENTER DUPLEX 15A, 125V, 2P, 3W, GROUNDING RECEPTACLE, MOUNT 018"AFF, TO CENTER. DENOTES GROUND FAULT INTERRUPTER DENOTES HALF -SWITCHED �- SINGLE 250V NON -LOCKING TYPE RECEPTACLE r' TELEPHONE OUTLET, MOUNTED O 18" AFF, TO CENTER. T�V I TELEVISION OUTLET, MOUNTED O 18" AFF, TO CENTER. DISCONNECT SWITCH. SIZE/POLES/FUSE JUNCTION BOX, CEILING MOUNTED (PROVIDE RATED J-BOX AS REQUIRED) JQ I JUNCTION BOX, WALL MOUNTED AETER CENTER (h SMOKE ALARM, 120V, W/BATTERY BACK-UP. EXHAUST FAN CONNECTION (FAN BY DIV. 23) GROUND RODS (d BONDED TO paFIRE ALARM AUDIBLE DEVICE, WALL MOUNTED O FOUNDATION 80"AFF, TO BOTTOM STEEL WITH 4/0 FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 COPPER WIRE D F� CANDELA, MIN.), WALL MOUNTED ® 80"AFF, TO BOTTOM. Da FIRE ALARM VISUAL DEVICE (75 CANDELA, MIN.), WALL MOUNTED O 807AFF, TO BOTTOM. MANUAL FIRE ALARM PULL STATION WEATHER PROOF, MOUNTED O 48"AFF, TO CENTER. FA�CP FIRE ALARM CONTROL PANEL ® HEAT DETECTOR CEILING FAN POWER PANEL 0 DOORBELL PUSHBUTTON [D] DOORBELL M DOORBELL TRANSFORMER SEE PLANS FOR QUANTITY AND ZONE 3 LOCATION OF DEVICES WIRING FOR FUTURE VISUAL DEVICES IN BEDROOMS do BATHROOMS OF FIRST FLOOR UNITS ZONE 2 HEAT DETECTOR ZONE 5 MOUNTED ABOVE FACP 2ND FLOOR M WP FIRE MOUNT ON ALARM FRONT OF CONTROL BUILDING PANEL FIRE PROTECTION SWITCHES COORDINATE LOCATION WITH FIRE PROTECTION CONTRACTOR. 4 AT 10 AFG i y ZONE 1 3/4" CONDUIT TO CLUBHOUSE HOUSE FOR CONNECTION TO DACT. PANEL 1ST FLOOR FIRE ALARM RISER DIAGRAM-BLDGS TYPE 111 & XV111 TYP. NOT TO SCALE 1. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS TO THE BUILDING DEPT.. FOR APPROVAL WITH ORIGINAL PERMIT DOCUMENTS. PROVIDE CONDUCTOR TYPES AND SIZES, RACEWAY TYPES AND SIZES, EQUIPMENT LITERATURE. 2. ALL COMPONENTS SHALL REFLECT UL FOR FIRE SERVICE USE AND SHALL BE COMPATIBLE. 3. FIRE ALARM SYSTEM SHALL BE IDENTIFIED AS TO WHETHER THEY ARE "POWER LIMITED". 4. CABLE PENETRATION INTO OR THROUGH PLENUM AREAS USED FOR TRANSFER OF ENVIRONMENTAL AIR SHALL BE TEFLON INSULATED TYPE OR OF AN APPROVED TYPE IN ACCORDANCE WITH SECTION 800-3 (D) OF THE NATIONAL ELECTRIC CODE. 5. ALL COMMUNICATION AND POWER LINES TO AND FROM FIRE ALARM CONTROL PANEL TO BE SURGE AND LIGHTNING PROTECTED. 6. MINIMUM WIRE SIZE SHALL BE #14 THWN COPPER, IN 1/2"C (MIN..). PROVIDE LARGER WIRE WHERE REQUIRED TO MAINTAIN VOLTAGE DROP OR SIGNAL STRENGTH WITHIN ACCEPTABLE LIMITS OF NFPA 72, CHAPTER 4. 7. ALL ALARM NOTIFICATION APPLIANCES SHALL MEET REQUIREMENTS OF NFPA 72, CHAPTER 7. 8. BACK-UP POWER FOR EACH FACP AND DACT IN THE CLUBHOUSE, SHALL BE PROVIDED BY STORAGE BATTERIES WITH CHARGING EQUIPMENT PER NFPA 72, PARAGRAPH 4.4.1.5 REQUIREMENTS. BATTERIES SHALL HAVE SUFFICIENT CAPACITY TO OPERATE THE FIRE ALARM SYSTEM UNDER QUIESCENT LOAD (SYSTEM OPERATING IN AN ON -ALARM CONDITION) FOR A MINIMUM OF 24 HOURS AND, AT THE END OF THAT PERIOD, SHALL BE CAPABLE OF OPERATING ALL ALARM NOTIFICATION APPLIANCES USED FOR EVACUATION OR TO DIRECT AID TO THE LOCATION OF AN EMERGENCY FOR 5 MINUTES. �•-^5L MA.0•� .�`'���: • cENs ••% - S GM ENGINEERING, INC. _� •' FACILITIES CONSULTING ENGINEERS 1 939 Lake Baldwin Lane TEL• (407) 767-5188 * * " Bakhrin Pork, FAX: (407) 767-5772 70 �YE F `�Orlando, Florida 32814 $ �CA-00006208 �i`} iS Pro' number-090 •• • • ........ • G�'s `.� www.agmenginsedng.com N� — 1756 Copyright c2010 SGM Engineering, Inc. 3 FORUME r P y ARCHITECTURE & INTERIOR DESIGN, INC. N PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 odenta avenue, suite 1121 m altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08108110 _ Bid .& Permit Set . Q SHEET REVISIONS: EDITED BY: NDM PROJECT NO. 10-2651 Electrical Details E 16.91 I 1 R ram. N -p- �. .-- .mow I O M I O N 16 0 I— w w _ In w > 0 U In J d 0 0 N D (n (n D 0 A 0 10 VICINITY MAP NOT TO SCALE NOTES REGARDING SCHEDULE B—PART II: (As per Title Policy No. FA-36-1457813 and FA-36-1457814 issued by First American Title Insurance Company bearing an effective date of July 26, 2010 at 12:34 P.M., Endorsement dated September 21, 2010, Endorsement dated December 9, 2010 and Endorsement dated May 17, 2011 ) Grant of easement recorded July 28, 2010 in Official Records Book 8384, Page 1649 does not contain sufficient data to plot and there is no sketch included. However it terminates July 28, 2011 Grant of easement recorded November 17, 2010 in Official Records Book 8468, Page 784 affects the subject Parcel and is blanket in nature. Distribution easement recorded May 19, 2011 in Official Records Book 8542, Page 3916 affects the subject Parcel and is shown on the survey. Legend: (AS APPLICABLE) SCIR SET CAPPED IRON ROD 1/2" LB #7013 FCIR FOUND CAPPED IRON ROD FIR FOUND IRON ROD FCIP FOUND CAPPED IRON PIPE FIP FOUND IRON PIPE FPIP FOUND PINCHED IRON PIPE SCM SET CONCRETE MONUMENT (4"X4") FCM FOUND CONCRETE MONUMENT SPKN&D SET PK NAIL & DISK FPKN&D FOUND PK NAIL & DISK FRRS FOUND RAILROAD SPIKE PRM PERMANENT REFERENCE MONUMENT WM WATER METER ICV IRRIGATION VALVE FH FIRE HYDRANT WV WATER VALVE BFP BACK FLOW PREVENTER GI GRATE INLET CI CURB INLET MH MANHOLE MES MITERED END SECTION STM STORM PIPE RD ROOF DRAIN TR TRASH RECEPTACLE W WATER LINE F FIRE LINE F FIRE LINE CFD C. FRED DEUEL AND ASSOCIATES, INC. S SANITARY LINE R/W RIGHT OF WAY S/W SIDEWALK TYP TYPICAL CLF CHAIN LINK FENCE B BOLLARD B/W BARBED—WIRE OUL OVERHEAD UTILITY LINE UP UTILITY POLE LP LIGHT POLE GA GUY ANCHOR ELEC ELECTRIC SGN SIGN TOB TOP OF BANK TOS TOE OF SLOPE RCP REINFORCED CONCRETE PIPE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE EL ELEVATION X 99.99 EXISTING ELEVATION F.F.E. FINISHED FLOOR ELEVATION NGVO HCS HAND] CAP SIGN A/C AIR CONDITIONING ID IDENTIFICATION N.T.S. NOT TO SCALE TBM TEMPORARY BENCH MARK LB LICENSED BUSINESS POB POINT OF BEGINNING POC POINT OF COMMENCEMENT POT POINT OF TERMINUS (R) RECORD (M) MEASURED (P) PLAT (F) FIELD NATIONAL GEODETIC VERTICAL DATUM C LAKELAND DESCRIPTION: (As per Title Policy No. FA-36-1457813 and FA-36-1457814 issued by First American Title Insurance Company bearing an effective date of July 26, 2010 at 12: 34 P.M.) That portion of Tracts 92, 101 and 108, ZEPHYRHILLS COLONY COMPANY LANDS, lying West of Wire Road, in Section 35, Township 25 South, Range 21 East, as per plat thereof recorded in Plat Book 1, Page 55, Public Records of Pasco County, Florida, less the South 77.43 feet of said Tract 108. ADDRESSING DEPARTMENT SURVEY DIVISICA PASCO COUNTY GOVT. CENTER V 7530 LITTLE ROAD SuAe 230 1 NEW PORT RICRL-Y. FL 34654 Plwna, (727) 847-8370 Fax: (727) 815-70A0 &3 U2010 The Riclunoru! Croup \\ 1 580 Village 13W Ste 360 \r\ 3;i409 Dear Sus West Palm Beach, FL. Wokcme from the Addressing Deparanent: your street address is: h� rf Address NumDerlRoa"ay Name: /o90.% f38422 (Community Center). 38460 (Sullding f1) apts. 101.114, 261-214, 301-314 10403 38546 (BuNding 02) apts. 101.114, 201.214, 301J14 1 nq oY i 38576 (SWWing 03) apis. 101-114, 201-214, 301.314 1 09 S 86361 rastt38612 mCompactor southl�vest) -214, 301314 1 040 38669 (Trash Compactor northeast) Jet°1 __3860r(YalroenanceBulldlttp) l o4p 8 Pucoh 36-2b21-0010-09200-0000 Address. W, 261864 "PLEASE NOTE: IF THIS ADDRESS IS FOR A CORNER LOT. OR IF THE SITE PLAN CHANGES AT A LATER DATE, THE ADDRESS IS SUBJECT TO CHANGE. IT IS YOUR RESPONSIBILITY TO PROVIDE ADDITIONAL COPIES OF THIS RECEIPT WIIEN NECESSARY_ rt you have any questions regarding your address, please leer tree to contact me at: (727) 841-0140, ext. 8412 Sincerely, Richard Johnson Survey/Addressing Division SM 10-063 NOTES REGARDING OPTIONAL ALTA TABLE A 1. MONUMENTS ARE SHOWN. 2. THE ADDRESS OF THE SUBJECT PROPERTY IS AS SHOWN. 3. THE FLOOD ZONE IS SHOWN. 4. THE AREA OF THE PROPERTY IS SHOWN ON SHEET 2 OF 4. 8. VISIBLE FIXED IMPROVEMENTS ARE SHOWN. 7(a). BUILDING DIMENSIONS ARE SHOWN. 7(b). BUILDING SQUARE FOOTAGE IS BASED ON THE BUILDING FOOTPRINT AT GROUND LEVEL IS SHOWN. 7(c). HEIGHT OF BUILDINGS ARE SHOWN. 8. SUBSTANTIAL FEATURES OBSERVED ARE SHOWN. 9. PARKING IS SHOWN. 1 1(a). VISIBLE EVIDENCE OF ABOVE GROUND AND UNDERGROUND UTILITIES IS SHOWN. 13. THE ADJACENT OWNERS ARE SHOWN ACCORDING TO THE HILLSBOROUGH COUNTY PROPERTY APPRAISER'S WEB SITE. 16. THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK OR BUILDING CONSTRUCTION OR BUILDING ADDITIONS. 18. THERE IS NO OBSERVABLE EVIDENCE OF A SOLID WASTE DUMP, SUMP OR SANITARY LAND FILL. Surveyor's Notes: (AS APPLICABLE) ACCORDING TO CURRENT FLOOD INSURANCE MAPS ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, THE PROPERTY SHOWN APPEARS TO LIE WITHIN ZONE Y' (UNSHADED) PANEL NUMBER 120235 0005 C DATED 12/17/91. THE APPROXIMATE FLOOD ZONE TRANSITION, IF APPLICABLE, HAS BEEN OBTAINED AND PLOTTED FROM LARGE SCALE MAPS AND IS DEPICTED AS ACCURATELY AS POSSIBLE. THIS SURVEY BY NO MEANS REPRESENTS A DETERMINATION ON WHETHER PROPERTIES WILL OR WILL NOT FLOOD. LAND WITHIN THE BOUNDARIES OF THIS SURVEY MAY OR MAY NOT BE SUBJECT TO FLOODING; THE BUILDING DEPARTMENT OR OTHER CUSTODIAL AGENCY FOR FLOOD DETERMINATION WITHIN THIS MUNICIPALITY MAY HAVE ADDITIONAL INFORMATION REGARDING FLOODING AND RESTRICTIONS ON DEVELOPMENT. 1) BEARINGS SHOWN HEREON ARE BASED ON THE EAST BOUNDARY OF THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST HAVING A BEARING OF N 00'13'21" E. 2) THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3) NO INFORMATION ON ADJACENT PROPERTY OWNERS OR ADJOINING PROPERTY RECORDING INFORMATION WAS PROVIDED TO THIS SURVEYOR, 4) THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS. 5) THE BOUNDARY CORNERS AND LINES DEPICTED BY THIS SURVEY WERE ESTABLISHED PER INFORMATION AS FURNISHED. 6) UNLESS OTHERWISE SHOWN HEREON, NO JURISDICTIONAL WETLAND AREAS OR OTHER PHYSICAL TOPOGRAPHIC FEATURES HAVE BEEN LOCATED. 7) UNDERGROUND ENCROACHMENTS, SUCH AS UTILITIES, STRUCTURES, INSTALLATIONS, IMPROVEMENTS AND FOUNDATIONS THAT MAY EXIST, HAVE NOT BEEN FIELD LOCATED EXCEPT AS SHOWN. 8) THIS MAP DOES NOT DETERMINE OR REFLECT OWNERSHIP OF PROPERTY, BOUNDARY LINES AFFECTED BY ADVERSE USE, LINES OF CONFLICTING DEEDS, OR OTHER LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. 9) UNDERGROUND UTILITY LOCATIONS AND IDENTIFICATIONS SHOWN HEREON ARE BASED .UPON VISIBLE ABOVE GROUND APPURTENANCES AND DO NOT NECESSARILY SHOW ALL UTILITY LOCATIONS. NO SUBTERRANEAN EXCAVATION HAS BEEN MADE TO DETERMINE UNDERGROUND UTILITY LOCATIONS. 10) THE MEASURED MATHEMATICAL CLOSURE OF THE SURVEYED BOUNDARY EXCEEDS THE ACCURACY STANDARDS FOR AN URBAN CLASS SURVEY AS DEFINED BY THE AMERICAN CONGRESS ON SURVEYING AND MAPPING AND THE AMERICAN LAND TITLE ASSOCIATION. 11) TIES FROM BUILDING CORNERS, FENCE CORNERS, SHED CORNERS, ETC., ARE NOT TO BE USED TO REESTABLISH PROPERTY BOUNDARIES. 12) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS MADE BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13) THIS SURVEY HAS BEEN PREPARED EXPRESSLY FOR THE NAMED ENTITIES AND IS NOT TRANSFERABLE. NO OTHER PERSON OR ENTITY IS ENTITLED TO RELY UPON AND/OR REUSE THIS SURVEY FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF HAMILTON [,AGINEERING & SURVEYING AND THE CERTIFYING PROFESSIONAL SURVEYOR AND MAPPER. 14) NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO ON THIS SURVEY. 15) FENCE OWNERSHIP NOT DETERMINED. 16) PRINTED DIMENSIONS SHOWN ON THE I.iAP OF SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 17) REPRODUCTION OF THIS SURVEY IS EXPRESSLY FORBIDDEN WITHOUT THE WRITTEN PERMISSION FROM THE SIGNING SURVEYOR. 18) THE WORD "CERTIFIED" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL SURVEYOR'S OPINION BASED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY, EITHER EXPRESSED OR IMPLIED. 19) THIS SURVEY IS A REPRESENTATION OF EXISTING FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY DATE AND IS BASED ON FOUND EXISTING MONUMENTATION IN THE FIELD. 20) THE DATE OF SIGNATURE DOES NOT SUPERSEDE OR UPDATE THE DATE OF SURVEY. COPYRIGHT 2011 - HAMILTON ENGINEERING & SURVEYING, INC. Survey Certification The undersigned, being a registered surveyor of the State of Florida certifies to Grand Reserve Apartments, Ltd., AmeriNational Community Services, Inc., First American Title Insurance Company, Broad and Cassel, Stearns Weaver Miller Weissler Alhodeff & Sitterson, P.A., Nabors, Giblin & Nickerson, P.A., Florida Housing Finance Corporation and Bank of America, N.A., it's successors and/or assigns as follows: This is to certify that this map or plot and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for AL le Surveys, jointly established and adopted by ALTA and NSPS, and i nudes Ite %teof. 3, 4, 7(a), 7(b)(1), 7(b)(2), 7(c), 8, 9, 10, 1 1(o), 13, 16, AND 8 of Table The field work was completed on May 14, 2011. ---- — — — — — —-------------------— ---- Richard . Hinson, PSM----Sig to Date FLORIDA LIC NSE NO. LS#3840 CERTIFICATE OF AUTHORIZATION LB #7013 Not valid without the signature and the original raised sea! of a Florida Licensed Surveyor and Mapper r) PREPARED FOR: THE RICHMAN GROUP FIELD BOOK/PAGE: 440/86 QUALITY CONTROL FIELD: VINCE OUAL TY CONTROL OFFICE RCH U Z m to t7 N (D VZ 8 WFO F LU > cn o C7 O 0 z — V) w z W Q LLI Z a.m C7 zM E � Z z� ► LJ W 2 U) DRAWN BY: RHF JOB #: A N a PARTY CHIEF: VINCE 00834.0020 SEC'TWP RNG: 35-25-21 SURVEY DATE: 06/ 1 7/20 1 1 NOT VALID WTTHOUTALL SHEETS 1 OF 4 ALPHA VILLAGE ESTATES PHASE I N00'13'21 "E 2646.14' ALONG LANDLINE REFERENCE BEARING PRM #35 W — 8 SE CORNER OF THE SW 1 /4 -�--� — OF SECTION 35-25-21 EAST BOUNDARY OF THE SW 1 /4 OF 35-25-21 FOUND 60D NAIL -- Ino -- Ino -- Ino — Ino Ino -- Ino —�j—_— p� — oul — oul — oul — oul — out oul — out oul — oul — OW — oql -- -- oul - oul — oul --- oul — oui oul — oul — oul — oul — oul — out — oul --f�—I oul — oul — oul + 0 — oul — oul — out — oul I ( SOO.13-34"W 914.W' I I I _I ORIGINAL LOT LINE S00'14'05'W 914.52'(CFD) 77.43' 1 FCIR 1/2" ^ NO FLAT DIMENSION T7NO PLAT DIMENSION I NO PLAT DIMENSION FCIR 1/2" LB ,. NO PLAT DI�NENSIO FCIR 5/8 # 107 ,5t \ I I I LB 107 ., \ I I S00' 13'34"W 914.39'(F) I R I N00' 14 41 E 723.7q' LB #6382 I \ \ w ! / SCIR 1 /2" 20' LANDSCAPE BUFFER— _ __ LB #7013 z — 30' BUILDING SETBACK LINE I EST RIGHT-OF-WAY LINEPER I I o TO d- o 00\\ \\ o 8549, PAGE OFFICIAL 19610RDS BOOK I I _ I 0Wo \ \ I I / - am 208.6' Z J o ,si>•ao� ,w _ I i o N' J J aWLDING Typ 292.6' Z O Z ZW9 , EI 1 I z zO t. 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N00 11 14 E 914.97 (CFD) LB #107 0 ( 7050 RIBOULEVARD I I ENTER,INC o ZEPHYELLS. 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