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HomeMy WebLinkAbout38450-38646 Valley Oaks Cir4 H a N CD N QD 19 a DRAWING INDEX ■ ARCHITECTURAL DRAWINGS ARCHITECTURAL DRAWINGS MECHANICAL DRAWINGS A1,01 Title Sheet, Drawing Index & Issue History 1 s A6.61 Elevation Details 1 3 M15.70 Typical Units - Mechanical Plans A1.02 Code Compliance, Matrix & Symbols 9 M1 4 A6.62 Elevation Details eeti n o e at A1.03 General Notes 4 M15.90 Mechanical Schedules Details & Notes AA1.04 Construction Assemblies s A7.01 Exterior Wall & Balcony Sections 1 3 M15.91 Mechanical Schedules Details & Notes Sen Zephyrh A2.01 Architectural Site Plan Q A7.11 Building Type I Sections 1 2 3 E16.02 Site Plan Luminaire Data Sheets A7.12 Building Type I Sections 1 r STRUCTURAL DRAWINGS E16.11 First Floor Electrical Plan - Building Type 1 P ior3 A7.71 Flashing Details U E16.12 First Floor Lighting Plan - Building Type 1 2 3 A rtment S3.00 General Notes - Foundation E16.13 First Floor Power and Systems Plan - Building Type 1 2 3 5 A1.05 Construction Assemblies s A7.02 Breezeway & Tenant Wall Separation Sections 1 s ■ A1.06 Assembly & Penetration References A7.03 Section Details 1 3 s ELECTRICAL DRAWINGS A1.07 Assembly & Penetration References A7.04 Section Details 1 A1.08 Assembly & Penetration References & Details A7.05 Column Plans & Details 1 E16.00 Electrical Site Plan E16.01 Photometric Site Plan S3.01 Foundation Schedule & Details A7.91 Elevated Deck Waterproofing & Roof Flashing Details 1 s E16.14 Second Floor Electrical Plan- Building Type I 3 A7.92 Penetration & Window Installation Details s E16.15 Third Floor Lighting Plan- Building Type I 3 S3.11 Building Type I Partial Foundation Plan 5 S3.12 Building Type I Partial Foundation Plan 3 5 A8.01 Stair Plans Building Types I & II E16.21 First Floor Electrical Plan - Building Type II 3 5 S3.21 Building Type II Foundation Plan 3 5 A8.02 Stair Plans Building Type III E16.22 Second Floor Electrical Plan - Building Type II 3 53.31 Building Type III Foundation Plan 3 5 A8.03 Stair Sections 1 s E16.23 Third Floor Electrical Plan - Building Type II 3 Zephyrhills,FL A8.04 Stair Details 1 s S4.00 General Notes - Framing A8.05 Elevator Hoistway Section & Details 1 2 s E16.31 First Floor Electrical Plan - Building Type III 3 5 S4.01 Shear Wall Schedule & Details E16.32 Second Floor Electrical Plan - Building Type III 3 S4.02 Framing Sections, Anchorage Schedule &Details A9.11 Door Schedule & Details 1 3 E16.33 Third Floor Electrical Plan - Building Type III 3 S4.03 Framing Details & Roof Nailing S4.11 Building Type I Partial Second Floor Framing & Roof Plans 1 S4.12 Building Type I Partial Second Floor Framing Plan 1 3 S4.13 Building Type I Partial Third Floor Framing Plan 1 3 S4.14 Building Type I Partial Third Floor Framing Plan 1 3 S4.15 Building Type I Partial Roof Framing Plan 1 3 S4.16 Building Type I Partial Roof Framing Plan 1 3 S4.21 Building Type II Second Floor Framing Plans 1 3 S4.22 Building Type II Third Floor Framing Plans 1 3 - S4.23 Building Type II Roof Framing Plans 1 3 S4.31 Building Type III Second Floor Framing Plan 1 3 S4.32 Building Type III Third Floor Framing Plan 1 3 S4.33 Building Type III Roof Framing Plan 1 3 ARCHITECTURAL DRAWINGS A5,11 Building Type I Partial First Floor Plan A5.12 Building Type I Partial First Floor Plan 5 s `A5.13 Building Type I Partial Second Floor Plan 5 s A9.12 �6o(;rDetails s A9.21 Window Schedule & Details PLUMBING DRAWINGS s 1 3 P14.00 Plumbing Notes & Details P14.10A Partial Underground Plumbing Plan - Building Type 1 5 P14,10B Partial Underground Plumbing Plan - Building Type 1 5 P14.11 Partial First Floor Plumbing Plan - Building Typed 5 P14.12 Partial First Floor Plumbing Plan - Building Type 1 5 P14.13 Partial Second Floor Plumbing Plan - Building Type 1 5 P14.14 Partial Second Floor Plumbing Plan - Building Type I 5 P14.15 Partial Third Floor Plumbing Plan - Building Type 1 5 P14.16 Partial Third Floor Plumbing Plan - Building Type I 5 P14.20 Underground Plumbing Plan - Building Type II 5 P14.21 First Floor Plumbing Plan - Building Type II 5 P14.22 Second Floor Plumbing Plan - Building Type II 5 P14.23 Third Floor Plumbing Plan - Building Type II 5 t A5.14 Building Type I Partial Second Floor Plan 5 s P14.30 Underground Plumbing Plan - Building Type III 5 --� -- A5.15 Building Type I Partial Third Floor Plan 5 s P14.31 First Floor Plumbing Plan - Building Type III 5 - A5.16 Building Type I Partial Third Floor Plan 5 s P14.32 Second Floor Plumbing Plan -Building Type III 5 A5 21 B 'Id' T 11 F' CI PI P14 33 Th' d CI PI b' PI B 'Id' T III r ui ins ype irs oor an 5 s A5.22 Building Type II Second Floor Plan 1 5 s A5.23 Building Type II Third Floor Plan 1 5 s A5.31 Building Type III First Floor Plan 5 s A5.32 Building Type III Second Floor Plan 715;:75 s A5 33 B 'Id' T III Third FI PI Owner. FINLAY INTERESTS 13, LTD. UI mg ype i oo an 1 5 s The Brandywine Center I. A5.41 Building Type I Enlarged Community Center Dimension Plan 2 3 580 Village Boulevard, Suite 360 1 West Palm Beach . Florida. 33409 A5.42 Building Type I Enlarged Community Center Note Plan 3 4 s P: 561.242.4814 1 F: 561.242.5304 A5.43 Community Center Reflected Ceiling Plan 1 2 3 A5.44 Community Center Interior Elevations & Details 2 A5.45 Community Center Interior Elevations & Details 2 3 A5.46 Community Center Interior Elevations & Details 1 z 3 Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue. Suite 1121 1 Altamonte Springs . Florida . 32701 A5.61 Unit Al Plans & Interior Elevations 1 3 P: 407.830.1400 1 F: 407.830.4143 1 E: jchue@forumarchitecture.com A5.62 Unit A2 Plans & Interior Elevations 1 2 3 A5.63 Unit B1 Plans & Interior Elevations 1 2 3 A5.64 Unit B2 Plans & Interior Elevations 1 2 3 Structural Engineer. MCLAREN ENGINEERING GROUP A5.81 Unit Details & Finish Schedule 5728 Major Boulevard, Suite 603 1 Orlando . Florida . 32819 A5.91 Clear Floor Spaces P: 407.354.54111 F: 407.354.5411 1 E: roleck@mgmelaren.com A6.11 Building Type I Elevations A6.12 Building Type I Elevations A6.21 Building Type II Elevations P.M.E. Engineer. SGM ENGINEERING, INC. A6.22 Building Type 11 Elevations 935 Lake Baldwin Lane I Orlando. Florida. 32814 A6.31 Building Type III Elevations P: 407.767.5188 1 F: 407.767.5772 1 E: victor@sgmengineering.com A6.32 Building Type III Elevations ISSUE HISTORY e�ese e�©�© e�e�e P 2 323 e�e�e 11/25/09 Progress Set 12/09/09 60% Progress Set 12/17/09 Bid Set 0 01/25/10 Miscellaneous Coordination 03/02/10 Permit Set 2 06/02/10 Misc. Coordination 2 3 08/25/10 Misc. Coordination 3 4 09/14/10 Fire Dept Comments Ir oor um rng an - ui rng ype 5 P14.70 Typical Units - Plumbing Plans P14.71 Common Area Enlarged Plumbing Plan 1 3 P14.80 Plumbing Riser Diagrams P14.81 Plumbing Riser Diagrams P14.82 Plumbing Riser Diagrams PsA P14.90 Plumbing Schedules Details and Notes 1 3 5 MECHANICAL DRAWINGS M15.00 Mechanical Notes & Legends M15.11 Partial First Floor Mechanical Plan - Building Type I M15.12 Partial First Floor Mechanical Plan - Building Type I M15.13 Partial Second Floor Mechanical Plan - Building Type I M15.14 Partial Second Floor Mechanical Plan - Building Type I M15.15 Partial Third Floor Mechanical Plan - Building Type I M15.16 Partial Third Floor Mechanical Plan - Building Type I M15.21 First Floor Mechanical Plan - Building Type II M15.22 Second Floor Mechanical Plan - Building Type II M15.23 Third Floor Mechanical Plan - Building Type II M15.31 First Floor Mechanical Plan - Building Type III A M15.32 Second Floor Mechanical Plan - Building Type III M15.33 Third Floor Mechanical Plan - Building Type III 5 11/02/10 Owner Revision s 01/17/11 Owner Revision 2 E16.70 Typical Units - Electrical Plans E16.71 Typical Units - Electrical Plans E16.90 Electrical Schedules Details & Notes 3 5 E16.91 Electrical Details 3 E16.92 Electrical Schedules 3 f T,,T r*C� 3 s sa 1/0e, 0a lc.s Cr- g (, �/o t/al t� j Oa k-s Cr I 1010 3 3 e)S-7-. k lfey ()qk& C►- eolMi# ,oqd Da Ks Cr / AiL#MJfi%t 4W WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES RE-VIEwOATS 1-2(? City kmnpNYRHILLg P4/AN� �"c�711RJe�` 15 Please be advised this review of plans submitted is a cursory review to assic, ;r (Of ;t,,)-tor in compliance with applicable fire safety axles. T1i,,, reviuv;i is not intended to be a final approval of contractor's sole respor(�ibi;,;y 'r, ";,(,, - '.:thrill;ar .r �mPlete compt�.;nceN+th 'ti 1ro it local ordinances. site inspection reveals areas the contractor's sole resr,,_q_;i rlit; , at il;eir scle °xpe�ise to bring those areas in cor;;p;;ianc;e, The "!fy as ufries no 11esponsibility for the contractor's ta,lw•.� tc; `;e in compliance with all applicable NFFA Caries anu. Local ordinances.. SiUBMME.D PLA") 9 BY ZEPHYRHILLS FIRE Date: rtaviewer: ely IV, FO UME 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 Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 'ET DISTRIBUTIONS 11125/09 Progress�j 12/09/09 60% Progress Set 12/17109 Bid Set 03/02110 Permit Set SHEET REVISIONS. 01125/10 1 Miscellaneous Coordination EDITED BY: PROJECT NO. 09-2587 Title Sheet, Drawing Index & Issue History A1.01 i J N a� a N 0 ri 0 fV 0 N 10 0 00 a 3 �o 0 4 co Uj 0 U -0 0 a` i;CID N WALL ASSEMBLIES DESCRIPTION TYP. @ TOWER WALLS W-17 1 HOUR 1. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) RATED OVER BUILDING WRAP 2. (1) LAYER 7/16" EXTERIOR GRADE OSB SHEATHING (15/32" P.T. PLYWD. UNDERWRITERS SHEATHING @ FIRST 4') LABORATORY 3. WOOD STUDS PER FRAMING PLAN @ 16" O.C. DESIGN U356 4. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 5 FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM AS PER ELEVATIONS <9> 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U305 <6> 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) W-20 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) W-21 NON RATED W-22 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) <9> 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U305 ( ) OVER BUILDING WRAP EXT. OWER INT 2ND FLR UNIT TO COMMUNITY CENTER GALLERY WALL 1. (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD 2. WOOD STUDS PER FRAMING PLAN 3. R-13 UNFACED BATT INSULATION 4. FURRING CHANNELS HORIZONTAL INSTALLED, SPACED @ 24" VERTICALLY 5. (1) LAYER 5l8" FIRE RATED GYPSUM BOARD LUBHOUS UNIT 2ND FLR UNIT TO ATTIC (ABOVE W-18) 1. (1) LAYER EXT. GRADE. OSB SHEATHING 2. WOOD STUDS PER FRAMING PLAN 3. R-13 UNFACED BATT INSULATION 4. FURRING CHANNELS HORIZONTAL INSTALLED, SPACED @ 24" VERTICALLY 5. (1) LAYER 5l8" FIRE RATED GYPSUM BOARD ATTIC v UNIT TYP. @ EXTERIOR COLUMN ! PILASTER - EXT. GRADE GYP. BD. - REFER TO SHEET A7.05 FOR LOCATIONS. 1. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 2. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD. 3. WOOD STUDS PER FRAMING PLAN EXT.71 I INSIDE PILASTER TYP. @ EXTERIOR COLUMN - O.S.B. - REFER TO SHEET A7.05 FOR LOCATIONS. EXT. TYP. @ UNIT TO PILASTER 1. FIBER CEMENT SIDING I CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 2. (1) LAYER 7/16" EXT. GRADE OSB SHEATHING. 3. WOOD STUDS PER FRAMING PLAN 1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. 2. (1) LAYER 7116" EXT. GRADE OSB SHEATHING (15132 P.T. PLYWD @ FIRST 4'). - 3. R-13 UNFACED BATT INSULATION. 4. WOOD STUDS PER FRAMING PLAN PILASTER UNIT TYP. @ BREEZEWAY WALL 1. 1/2" FIBERGLASS REINFORCED CEMENT PLASTER ON PAPER BACKED MTL LATH OVER BUILDING WRAP 2. (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD 3. WOOD STUDS PER FRAMING PLAN 4. R-13 UNFACED BATT INSULATION 5. FURRING CHANNELS HORIZONTAL INSTALLED, SPACED @ 24" VERTICALLY 6. (1) LAYER 5/8" FIRE RATED GYPSUM BOARD (EXT. GRADE GYPSUM BOARD @ FIRE ALARM CONTROL CLOSET) UNIT CALCULATED ASSEMBLIES 1- HOUR CALCULATED FIRE RESISTANCE FLORIDA BUILDING CODE 2007 SECTION 721 BASED ON TABLES 721.6.2(1) & 721.6.2(2) W-6, 7 911,15119, 20, 22 MATERIAL RATING (MINS.) 5/8" FIRE RATED GYPSUM BOARD 40 WOOD STUDS @ 16" O.C. 20 TOTAL 60 WALL ASSEMBLIES TYPE/RATING DESCRIPTION TYP. @ INTERIOR BEARING / SHEAR WALL W-9 1 HOUR RATED 1. (1) LAYER 5l8" FIRE -RATED GYPSUM BOARD. 2. 2 X WD. STUDS AS PER FRAMING PLAN UNDERWRITERS 3. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. LABORATORY DESIGN U305 ROOMEJROOM W-10 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U305 W-11 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) W-12 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U305 W-13 NON RATED <9> NON RATED DRAFTSTOP <9> 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) NON RATED TYP. @ INTERIOR SHEAR WALL 1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. 2. (1) LAYER 7/16" OSB SHEATHING 3. 2 X WD. STUDS AS PER FRAMING PLAN 4. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. ROOMI ROOM BLDG. TYPE I BREEZEWAY @ ELEVATOR 1. 1/2" FIBERGLASS REINFORCED CEMENT PLASTER ON PAPER BACKED MTL LATH OVER BUILDING WRAP - 2. 1) R" I - M MM D 3. DOUBLE STUD PARTITION W/ STUDS @ 16" O.C. 4. 21/4" AIR SPACE 5.CLATH YER 5/8" FIRE -RATED GYPSUM BOARD 6. R S E N O CED CEM=TR ER ACETL OVER BUILDING WRAP BRZWY. BRZWY. TYP. @ UNIT TO EXTERIOR CLOSET -) 1. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD - 2. WOOD STUDS PER FRAMING PLAN @ 16" O.C. 3. R-13 UNFACED BATT INSULATION 4. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD I I CLOSET UNIT TYP. @ GABLE ENDS 1. FIBER CEMENT SIDING (AS PER ELEVATIONS) OVER BUILDING WRAP 2. (1) LAYER 7/16" OSB SHEATHING 3. GABLE END WD. TRUSS W/ VERTICAL WOOD MEMBERS @ 16" O.C. EXT. ATTIC TYP. @ ATTIC (DRAFTSTOPPING) 1. (1) LAYER 1/2" GYPSUM BOARD OR 7/16" OSB ON ONE SIDE U.N.O. 2. WOOD TRUSS WI VERT. STUDS @ 24" O.C. MAX. ATTIC ATTIC TYP. @ ATTIC TO UNIT I 1. (1) LAYER 5l8" FIRE -RATED GYPSUM BOARD. --I 2. (1) LAYER 7/16" EXTERIOR GRADE OSB SHEATHING. 3. R-13 UNFACED BATT INSULATION. 4. WOOD STUDS PER FRAMING PLAN I I ATTIC1 UNIT TYP. @ INTERIOR NON -BEARING @ PILASTER 1. (1) LAYER 1/2" GYPSUM BOARD. 2. 2 X WD. STUDS AS PER FRAMING PLAN WALL ASSEMBLIES TYPE/RATING TYP. @ EXTERIOR WALL W-1 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U356 <8> 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U356 W-3 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U305 EXT. TYP. @ EXTERIOR CLOSET DESCRIPTION 1. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 2. (1) LAYER 7/16" EXTERIOR GRADE OSB SHEATHING (15/32" P.T. PLYWD. SHEATHING @ FIRST 4') 3. WOOD STUDS PER FRAMING PLAN @ 16" O.C. 4. R-13 UNFACED BATT INSULATION 5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 1. FIBER CEMENT HORIZONTAL LAP SIDING / CEMENT BOARD PANEL & TRIM (AS I PER ELEVATIONS) OVER BUILDING WRAP 2. I D S A 3' 6 SHEATHING @ FIRST FLOOR) 3. WOOD STUDS PER FRAMING PLAN @ 16" O.C. I . 4. R-13 UNFACED BATT INSULATION - 5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD EXT. CLOSET TYP. @ BREEZEWAY WALL 1. FIBER CEMENT HORIZONTAL LAP SIDING I CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS & STAIR SECTIONS) OVER BUILDING WRAP 2. (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD 3. WOOD STUDS PER FRAMING PLAN 4. R-13 UNFACED BATT INSULATION 5. FURRING CHANNELS HORIZONTAL INSTALLED, SPACED @ 24" VERTICALLY - 6. (1) LAYER 5/8" FIRE RATED GYPSUM BOARD (EXT. GRADE GYPSUM BOARD @ J�a FIRE ALARM CONTROL CLOSET) BRZWY. UNIT TYP. @ TENANT SEPARATION W-4 1. (1) LAYER 518" FIRE -RATED GYPSUM BOARD 1 HOUR 2. DOUBLE STUD PARTITION W/ STUDS @ 16" O.C. RATED 3. 21/4" AIR SPACE 4. (1) LAYER R-11 KRAFT FACED BATT INSULATION IN ONE WALL CALCULATED I 5. (1) LAYER 7/16" OSB SHEATHING ONE SIDE ASSEMBLY FBC 6. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD TABLE 721.6.2(1) I TABLE 721.6.2(2) UNIT UNIT TYP. @ FIRE ALARM CONTROL CLOSET - W-5 1 HOUR RATED (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD WOOD STUDS PER FRAMING PLAN UNDERWRITERS - R-13 UNFACED BATT INSULATION LABORATORY (1) LAYER 5/8" FIRE RATED GYPSUM BOARD DESIGN U305 FURRING CHANNELS HORIZONTAL INSTALLED, SPACED @ 24" VERTICALLY CLOSET UNIT TYP. @ TENANT SEPARATION W-6 _a 1 HOUR J - 1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD RATED 2. DOUBLE STUD PARTITION W/ STUDS @ 16" O.C. 3. 21/4" AIR SPACE CALCULATED 4. (1) LAYER R-11 KRAFT FACED BATT INSULATION IN ONE WALL I 1 5. (1) LAYER 518" FIRE -RATED GYPSUM BOARD ASSEMBLY FBC I 1 TABLE 721.6.2(1) TABLE 721.6.2(2) UNIT UNIT TYP. @ BREEZEWAY TENANT SEPARATION W-7 1. 1/2" FIBERGLASS REINFORCED CEMENT PLASTER ON PAPER BACKED MTL LA 1 HOUR I V B I DI RAP RATED 2. (1) LAYER 518" FIRE RATED EXT. GRADE GYPSUM BOARD L CALCULATED 3. DOUBLE STUD PARTITION W/ STUDS @ 16" O.C. I 4. 21 /4" AIRSPACE ASSEMBLY FBC 5. R-13 UNFACED BATT INSULATION TABLE 721.6.2(1) 6. (1) LAYER 5l8" FIRE -RATED GYPSUM BOARD TABLE 721.6.2(2) BZWY. UNIT TYP. @ INTERIOR NON -BEARING W-8 - NON RATED 1. (1) LAYER 1/2" GYPSUM BOARD. 2. 2 X WD. STUDS AS PER FRAMING PLAN 3. (1) LAYER 1/2" GYPSUM BOARD. ROOM ROOM FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL i � Y � U CM m N m p ET DISTRIBUTIONS: 12/09/09 60% Progress Set 12117/09 Bid Set 03102/10 Permit Set 0 SHEET REVISIONS: 01/17/11 6 Owner Revision 2 EDITED BY: PROJECT NO. 09-2587 i i i Construction Assemblies i i A1.04 WALL ASSEMBLIES (CONT) MASONRY WALL ASSEMBLIES ROOF CEILING & FLOOR CEILING ASSEMBLIES TYPE/RATING DESCRIPTION TYPE/RATING DESCRIPTION TYPE/RATING DESCRIPTION <9> < > TYP. @ BREEZEWAY CLOSET TYP. @ ELEVATOR SHAFT TO ELEVATOR MACHINE ROOM TYP. @ AC SPACE WM-1 RC-1 1 HOUR 1 HOUR RATED ---- 1. (1/2" FIBERGLASS REINFORCED CEMENT PLASTER ON PAPER BACKED MTL RATED (1) LAYER 518" FIRE RATED EXT. GRADE GYPSUM BOARD 1. 30 YEAR ARCHITECTURAL FIBERGLASS 1 ASPHALT SHINGLES ON 30# LATH OVER BUILDING WRAP IN BREEZEWAY LOCATIONS 2. WOOD STUDS PER FRAMING PLAN 1 HOUR FELT 2. (1) LAYER 7/16" EXTERIOR GRADE OSB SHEATHING (15/32" P.T. PLYWD. f a,, 3. 21/4" AIR SPACE RATED 2. 518" CDX EXTERIOR GRADE SHEATHING UNDERWRITERS C SHEATHING @ FIRST FLOOR) CALCULATED 4. 8" CMU 3. ROOF TRUSSES @ 24" O.C. LABORATORY 3. WOOD STUDS PER FRAMING PLAN @ 16" O.C. ASSEMBLY FBC _ 4. R-30 BLOWN INSULATION 4. R-13 UNFACED BATT INSULATION DESIGN U356 L TABLE 721.3.2 GA # RC2602 5. (2) LAYERS 518" FIRE -RATED GYPSUM BOARD 5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD MACH.RM SHAFT EXT. CLOSET 6 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.3.2 WM-3 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.3.2 WM-4 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.3.2 TYP. @ TENANT SEPARATION @ ELEVATOR SHAFT TYP. @ ELEVATOR EXTERIOR TYP. @ ELEVATOR EXTERIOR CALCULATED ASSEMBLIES 1 - HOUR CALCULATED FIRE RESISTANCE FLORIDA BUILDING CODE 2007 SECTION 721 BASED ON TABLE 721.3.2 WM-1, 2, 3 4 s 8" CONCRETE BLOCK 1 HR (MIN. 2.1" EQUIV. THICKNESS/HR) 1. 8" CMU. 2. 21/4" AIR SPACE 3. 2X WOOD STUDS @ 16" O.C. 4. (1) LAYER R-13 KRAFT FACED BATT INSULATION 5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 1. FIBER CEMENT SIDING & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 2. 2X P.T. WOOD FURRING STRIPS @ 16" O.C. 3. 8" CMU W/ FLUID APPLIED WEATHER RESISTIVE BARRIER ON EXT. SIDE, FLUSH TOOLED JOINTS BOTH SIDES 1. 1/2" FIBERGLASS REINFORCED CEMENT PLASTER ON PAPER BACKED MTL LATH OVER BUILDING WRAP 2. 8" CMU, FLUSH TOOLED JOINTS BOTH SIDES 1 HOUR RATED GA # RC2602 FC-1 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN L563 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN L528 FCC 1 HOUR RATED GA # FC5406 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN L528 TYP. @ BREEZEWAY/BALCONIES/ELEV. CAP TYP. @ UNITS TYP. @ BREEZEWAY TYP. @ STAIR MID -LANDING TYP. @ BALCONIES 1. 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES ON 30# FELT 2. 5/8" CDX EXTERIOR GRADE SHEATHING 3. ROOF TRUSSES @ 24" O.C. 4. (2) LAYERS 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD 1. 3/4" GYP-CRETE TOPPING. 2. 23/32" O.S.B. T. & G. FLOOR SHEATHING 3. 20" FLOOR TRUSSES @ 24" O.C. 4. R-11 BATT INSULATION 5. RESILIENT CHANNELS @ 12" O.C. 6. (1) LAYER OF 5/8" FIRE -RATED GYPSUM BOARD (EXT. GRADE @ BREEZEWAY BELOW UNIT) 1. 1 1/2" TO 3" CONC. ON ELASTOMERIC MEMBRANE 2. 23/32" T&G O.S.B. SHEATHING ACTUAL DIMENSION 3. 17" WD. TRUSSES @ 24" O.C. 4. RESILIENT CHANNELS @ 16" O.C. 5. (1) LAYER 518" FIRE -RATED EXT. GRADE GYPSUM BOARD 1. 1 1/2" TO 21/2" CONC. ON ELASTOMERIC MEMBRANE 2. 23/32" T&G O.S.B. SHEATHING ACTUAL DIMENSION 3. 2X10 WOOD JOISTS @ 16" O.C. 4. (2) LAYERS 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD 1. 1 1/2".TO 3" CONC. ON ELASTOMERIC MEMBRANE, SEAMS TO RUN PARALLEL W/ SLOPE. 2. 23/32" T&G O.S.B. SHEATHING ACTUAL DIMENSION 3. SLOPED TOP CHORD WD. TRUSSES @ 24" O.C. (SEE DETAILS) 4. RESILIENT CHANNELS @ 16" O.C. 5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD 3 W mFO UME D .0 2 y ARCHITECTURE & INTFRIOR I)FSIC�N_ INC_ •2 PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, t132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchkeeture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL \ SET DISTRIBUTIONS: 11/25109 Progress SO-,, 12/09/09 60% Progress Set 12/17109 Bid Set 03/02110 Permit Set Q, SHEET REVISIONS: 01/17111 6 Owner Revision 2 EDITED BY: i PROJECT NO. 09-2587 z 0 Construction ° Assemblies W r- z 0 W U W I U Al .05 X O a 0 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS FORUME Partial First Floor Plan - Buildin "WlIV" Tvr)e I Enlarged Balcony Plan Typ. B1 & B2 Units 1 /2"=1'-0" Enlarged Balcony Plan Typ. Al & A2 Units 1 /2"=1'-0" 1 /8"=1 '-0" B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES �FIRE EXTINGUISHER IN CABINET, M REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, UQ TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF 0 KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, 1132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y � g � r \J N m� CoCD g Uj ET DISTRIBUTIONS: 11/25/09 Progress I j 12/09/09 60% Progress set 12/17/09 , Bid Set 03/02110 Permit Set U C SHEET REVISIONS: 0 11102/10 5 Owner Revision oc 0 01111111 6 Owner Revision 2 c ad U C l0 tll c C 0 E 3 MTED BY: t PROJECT NO. 09-2587 z 0 U) W a Building Type W Partial First Floor Plan F- z W I U W I U 0: A5w12 0 LL 0 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS FORUME Partial Second Floor Plan - Building T el 7E=3i�i1Q�l� B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED WI A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED WI A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE, ALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES r FE, FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF E KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 11125/09 , Progress Set 12109M 60% Progress Set 12/17/09 Bid Set 03/02/10 Permit Set 11/02/10 5 01117/11 6 EDITED BY: BUTIONS: SHEET REVISIONS: Owner Revision Owner Revision 2 i PROJECT NO. 09-2587 z 0 rn Building Type I W Partial Second Floor Plan W T D U W F- I U Q A5.13 0 U. 0 �7 U a: AIM LO LO ¢IQ w z_ J U Partial Second Floor Plan - Building Type I 1/8„ , 1 0 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E -- E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. ALL 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.) INT. LOAD BRG. WALLS 0 TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF ® KEY PLAN FO UME t 0 ARCHITECTURE & INTERIOR DESIGN, INC. y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 0 altamonte springs, t132701 9 phone:407.830.1400 ad fax: 407.830.4143 AA0002731 u www.forumarchitecture.com d Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL C U d m o0 0 c� W� M \ SET DISTRIBUTIONS: 11/25/09 Progress Set 12/09/09 . 60% Progress Set 12/17109 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 11/02/10 5 Owner Revision 01/17/11 6 _ Owner Revision 2 EDITED BY: PROJECT NO. 09-2587 z rn Building Type I W Partial Second Floor Plan W U W F I U t A5.14 0 LL SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS FORUME 0) n co a v cvi v co 0 N C O .p O O a rn 3 a U) .- 0 0 r- 0 0 N C O U .0 `O a co 0 N Partial Third Floor Plan - Buildin Tvae 1 /8"=1'-0" B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL - E - E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES r- FIRE EXTINGUISHER IN CABINET, M REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF 0 KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL g N m � N O w� SET DISTRIBUTIONS: 11125109 Progress t 12109/09 11 . 60% Progress t 12/17109 Bid set 03/02/10 Permit Set Q SHEET REVISIONS: 11/02/10 5 Owner Revision 01/17/11 6 Owner Revision 2 EDITED BY: i PROJECT NO. 09-2587 z Building Type I w Partial Third Floor Plan z w I D U w F i U 0: 0 A5,15 w 0 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS FORUME rn n a� U N v 6i M 0 N aD c O d O 0- 9 r- co U) 0 v 0 a I~ co LO N Partial Third Floor Plan - Building Type 1. cD I LO LO L0 <I4 w z JI z �I 1 /8"=1 '-0" B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ AFIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES r FE, FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOG. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF = KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, f132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y N m / m O 'n O W \SIET DISTRIBUTIONS: 11/25/09 Progress Set 12/09/09 60% Progress Set 12117109 Bid Set 03/02/10 Permit Set A 11/02110 5 01/17/11 6 EDITED BY: PROJECT NO. SHEET REVISIONS: Owner Revision Owner Revision 2 09-2587 Building Type I Partial Third Floor Plan u a; cn 2 Q. M It iri 0 (V M C? N 10 C O 'O O O a rn N u7 O co LO N C O_ O d r, co LA N LU z J �I First Floor Plan - Building Type II 1 /8"=1 '-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL - E - E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. ALL — REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rr - FIRE EXTINGUISHER IN CABINET, FE REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS RAVEL DISTANCE AY NOT BE REFERENCED ON THIS SHEET DING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD )R TO OUT OF BUILDING ON 1 ST FLOOR =151 LF DING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD )R TO OUT OF BUILDING ON 1 ST FLOOR =167 LF DING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD )R TO OUT OF BUILDING ON 1ST FLOOR =151 LF ;EY PLAN tFORUME 2 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN n 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 e fax: 407.830.4143 AA0002731 S www.forumarchitecture.com u n 3 u u Meetinghouse at Zephyrhills Senior u Apartments n N 0 .y City of Zephyrhills, FL DISTRIBUTIONS: 11/25/09 Progress Set 12109109 60% Progress Set 12/17/09 Bid Set 03/02/10 Permit Set A SHEET REVISIONS: 11/02/10 5 Owner Revision 01117/11 6 Owner Revision 2 EDITED BY: PROJECT NO. 09-2587 Building Type II First Floor Plan 1 1 /8"=1'-0" A5.21 71"il_Ifl (',,'\Second Floor Plan - Building Type II W o) u U) 2 a cM iri 0 N c"a 0 N 10 C O 'O N O a iW z i SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL - E - E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL — 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.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF = KEY PLAN FO UMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 ortenta avenue, suite 1121 altamonte springs, ft 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25109 Progress Set 12/09109 1 60% Progress Set 12/17/09 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 01125/10 1 Misc. Coordination 11/02/10 5 Owner Revision 01/17111 6 Owner Revision 2 EDITED BY: PROJECT NO. 09-2587 Building Type II Second Floor Plan A5.22 `w z i Third Floor Plan -Building Type II Z 1 /8"=1'-0" J U CD 0) n a; U) 2 a 00 is 0 N W O N 00 C pO N O a 3 v cvi N u7 4 r- u N C O U a f; Co Lo N Cn N SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — r -- t — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES MFIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF 0 KEY PLAN FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 ohenta avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y N m �p m fJ SET,DISTRIBUTIONS: 11/25109 Progress Set 12/09/09 60% Progress Set 12/17/09 Bid Set 03/02/10 Permit Set SHEET REVISIONS: 01/25110 1 Misc. Coordination 11/02/10 5 Owner Revision 01/17/11 6 Owner Revision 2 EDITED BY: PROJECT NO. 09-2587 Building Type II ........................ . Third Floor Plan A5.23 LEGEND 0 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES ADJACENT WALL PERTAINING TO THE BUILDING PLANS FO UME — E — E —PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES r FIRE EXTINGUISHER IN CABINET, M REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF W rn u a� c� 2 a co co- tV 0 �C 0 0 a B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL � O T DISTRIBUTIONS: 11/25/09 Progress Set 12/09/09 1 60% Progress Set 12/17109 Bid Set 03/02110 Permit Set Q SHEET REVISIONS: 01/17/11 6 Owner Revision 2 EDITED BY: PROJECT NO. 09-2587 z Building Type III W First Floor Plan z W Of F_ U W F I U D: A5.31 0 LL ® LEGEND ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E —PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL — REFER TO SHEET A1.04 FOR WALL ASSEMBLIES r---1 FIRE EXTINGUISHER IN CABINET, FE REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS ■ TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. ■ KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN Jecona rioor r1an - DUI1U11H4 I YPc III - ro 0FORUME m 0 y ARCHITECTURE & INTERIOR DESIGN. INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 anamonte spnngs, n U f U 1 c phone: 407.830.1400 ad fax: 407.830.4143 2 AA0002731 www.forumarchitecture.com a E 0 IL 0 V W 8 3 N N a « Meetinghouse E at Zephyrhills Senior Apartments 0, 0 V U 0 E City of Zephyrhills, FL a 0 2 V) C 0 p7 C �- a C En N Q `�� En 04 m o NN o W U N � d L « C 0 0 \ I 0 C G P FET DISTRIBUTIONS: a w 11/25/09 Progress Set_ a 12/09/09 60% Progress Set H 12/17/09 Bid Set 0 03/02110 Permit Set w a 0 a - U N_ l0 V C 0 U .Nm Q SHEET REVISIONS: 0 01125/10 1 Misc. Coordination L 11/02/10 _ _ 5 Owner Revision 01117/11 6 Owner Revision 2 otf m L U Q E 2 0 u w 0 r a P _ a m t « m m 0 m « c 0 E U EDITED BY: N 0 L PROJECT NO. 09-2587 z W o Building Type III W Second Floor Plan Z W U W I U A5.32 0 Iz 9 ■ LEGEND ®_SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES ADJACENT WALL PERTAINING TO THE BUILDING PLANS — E — E —PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rr -T FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, �Q TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ AFIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN 3 rF0 UME 0 N ARCHITECTURE & INTERIOR DESIGN, INC. C 2 PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 ® altamonte springs, fl 32701 c phone: 407.830.1400 oe fax: 407.830.4143 0 Q E 0 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 11 /25109 12/09/09 12117109 03/02/10 Progress Set 60% Progress Set Bid Set Permit Set DISTRIBUTIONS: Q SHEET REVISIONS: 01/25/10 1 Misc. Coordination 11/02/10 5 Owner Revision 01/17111 6 Owner Revision 2 EDITED BY: z PROJECT NO. 09-2587 z 0 0 Building Type III W Third Floor Plan z W X D U W F U A5,33 0 LL 0 a� U Q CO M Ci M 0 N 10 O 0 41 FE REFER TO A8.03 FOR SIDING LOCATION ❑ 11 U U U ❑ ❑ ❑ ❑ ❑ w w 0 VERANDA CL 0 (n Cn oABOVE ®ABOVE ABOVE L O 05 05 ❑ O ED +1' SLOPE 10 10 SLOPE 7E- 16 — ABOVEO O I p n� Vaal -•• �1 rIN; 1 i it i —�� ® �EMo.�iCUTTING 2 m WASHING ' J �I 1 F15I— M i ( m �I ® • o r 2 A8.05 REE�ZEWAY 20 O R 12 W-24 a O FACP i 1 24 „ i A5.45 I; ]MAIL ROOM 1 24 W-23 20 16 A7.12 FE 23 6 CONFERENCE ROOM FILE / COPY ROOM W-9 1 A01, 21 LEASING C N Coo i M 761 CAFE / MULTI -PURPOSE ROOM BUSINESS CENTERI 20 7A A5.45 O 0 1A A7.05 SIM w a 0 0 Al 0 0 FITNESS CENTER ►Di C 0 GALLERY '==' L;:J 16 11 SLOPE 0 15 15 O O © i 18 , 15 3 3 2A I W MEWS A5.45 • 3 3 3 W-16 w I O I O I /'' J a CLUBROOM w LEASING RECEPTIONI 3 3 3 3 0. eo W 9 21 I 15 1A I Q A5.45 ' I I GM) m w l 15 15 w CLOSING w-1s d m I 0 0 -- `� 20 MANAGER 15 10 16 Q I 0 0 (DD01 O O ® O O O❑ L�J D E D D E D G G G G I STORAGE 3 Ip p (D (D 0 0 K 4 (D 00 0 0 <D ABOVE ABOVE ABOVEu) ROVE 2 ABOVE ABOVE Oil ABOVE ABOVE ABOVE IT +1 (DFIY 20 ❑ 101 WNTRY1 LOB- _A7.05 ❑ ❑ Partial Floor Plan - Building Type I Community Center Note Plan W 1A m IIA7.05 O Ell m � FE O O S ABOVE ABOVE ABOVE 1B A7.05 ®SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED WI A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E COMMUNITY CENTER EXTERIOR WALLS SHALL BE 2X6 FRAMING @ 16" O.C. UNO. INTERIOR WALLS SHALL BE 2X4 FRAMING @ 16" O.C. UNO KEY NOTES 01 KNOX BOX 02 RENT DROP BOX, VERTICALLY INSTALLED. G.C. TO COORDINATE INSTALLATION BELOW INTERIOR SWITCH LOCATIONS 03 (2) P.L. SHELF W/ KEYBOARD @ 48" A.F.F. VERIFY SIZE WI OWNER 04 FOLDING TABLE @ 34" HGT. TO TOP OF SURFACE 05 CONDENSER & PAD, REFER TO MEP 06 MIRROR: SEE I.D. DRAWINGS. PROVIDE BEVELED EDGE TRIM AT SEAMS 07 STACK DRYERS 08 TOP LOAD WASHERS 09 FRONT LOAD WASHER 10 PROVIDE PIPE SLEEVE(S) FOR CABLE/WIRING AS REQUIRED. CONTRACTOR TO COORDINATE 11 MOP SINK: RUN WALL TILE T-0" HIGH AT SINK 12 LARGE COMMERCIAL DRYER 13 LARGE COMMERCIAL WASHER 14 HI/LOW WATER COOLER. SEE DETAIL 10/A5.44 15 2x6 WALL FRAMING @ 16" O.C. 16 CHANGE IN FLOORING MATERIAL 17 HOT TABLE - PROVIDE ELECTRICAL 1D 18 12" DEEP VINYL COATED WIRE SHELF. G.C. TO ATO COORDINATE SHELF HIGH W/ LOCATION OF EQUIPMENT 19 (2)16" DEEP VINYL COATED WIRE SHELVES SPACED @ 1'-0" 20 3X4 WALL FRAMING AT 16" O.C. UNO 21 2x6 WALL FURRED OUT TO ACCOMODATE FIRE EXTINGUISHER CABINET 22 FLOOR DRAIN 23 (5)12"x30" METAL SHELVES EQUALLY SPACED Q LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. Ali REFER TO SHEET A1.04 FOR WALL ASSEMBLIES 1 FE FIRE EXTINGUISHER IN CABINET, A5.44 REFER TO GENERAL NOTES r-r RECESSED FIRE EXTINGUISHER, FE REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET COMMUNITY CENTER TRAVEL DISTANCE FROM CLUBROOM TO OUT OF BUILDING = 89 LF a r a 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.forumarchftectur6.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL DISTRIBUTIONS: iuutimu , ou ro rrogress zei 12/17/09 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 08125/10 3 Misc. Coordination, 3 _ i 09/14/10 4 Fire Dept Comments ' 01/17/11 6 Owner Revision 2 . n 3 EDITED BY: JD q PROJECT NO. 09-2587 I i Building Type I i Enlarged Community Center Note Plan A5,42 3/1b.. SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES. FORUME L- , Low Roof Framing Detail o@ 2ND FLR. M 12"@ 2ND FLR. �S BRG. — 1 1 /2"=1 '-0" A 10'-2" @ 2ND FLR. :1N. FLR. 0 T-4 1 /2"@ 2ND FLR. TRUSS BRG. UNIT Tenant Separation Wall Typ. @ Side By Side Units 1 1 /2"=1'-0" UNIT Tenant Separation Wall Typ. @ Side By Side Units UNI T bKLVVY Breezeway Wall Floor Truss Breezeway Wall B REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 CONC. FND. & SLAB: PER FND. PLANS, DETAILS, AND SCHEDULE 02 BASEBOARD TRIM: PROVIDE 31/4" COLONIAL STYLE WD., PAINT COLOR PER OWNER 03 LEDGER: (2) 2X12 ATTACHED WITH (2) 112"0 X 5" A LONG LAG SCREWS @ 16" OC 04 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDTH AS INDICATED OR PER ELEVATION. TRIM BANDS TO CONT. AROUND ALL SIDES OF COLUMNS. PROVIDE ALL REQUIRED FLASHING AND COUNTERFLASHING FOR SPECIFIC CONDITIONS 05 CONT. SILL SEALER, TYP. 06 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH COLOR TO BE SELECTED BY OWNER 07 FIBERGLASS BATT INSULATION 08 LADDER TRUSS W/ VERTICAL MEMBERS @ 16" O.C. 09 7/16" EXT. GRADE SHEATHING / DRAFTSTOPPING. 1 1/2"=1'-0" 10 FURRING CHANNELS HORIZONTAL SPACED @ 24" VERTICALLY 11 BEAM/HEADER: REFER TO STRUCTURAL FRAMING PLANS AND DETAILS 12 DOUBLE TOP PLATE, TYP. 13 2 X 10 TOP PLATE, TYP. 14 BACKER ROD 15 FIBER CEMENT SIDING OVER BUILDING WRAP. SEE ELEVATIONS FOR DESIGN 9 3RD FLR. 16 CUNT. 2 X 4 (P.T. WHEN USED ON EXT.) ND_ FLR. 1 17 FIBER CEMENT PANEL 18 METAL FLASHING 19 (2) LAYERS 5/8" FIRE -RATED GYP. BD. (EXT. GRADE @ ALL EXT. CONDITIONS) 20 FOAM BRACKET. REFER TO 41 A6.62 FOR DETAILS. 21 CONT. BEAD OF SEALANT 3RD FL-R. 22 (1) LAYER 5/8" EXT. GRADE FIRE -RATED GYP. BD. 2ND FLR. 1 �G. 23 2X4 FIREBLOCKING 1 °C /-j UNIT UNi V 7 BRZWY �PJ-23 VJ-3 �I REFER TO BL G PLANS 01 � 21 0._o„ UNIT FIN. FLR. 05 i4 24 SELF -ADHERING MEMBRANE FLASHING 25 STARTER STRIP 26 BUILDING WRAP 27 LEDGER: (2) 2X6" ATTACHED TO VERT. TRUSS MEMBERS W/ 3/8" 0 LAG SCREWS AT QUARTER POINTS, EVERY PANEL ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL U) C 0 N U U C 0 U 7 0 a Q N 0) C 3 N N L G 0 c U o S 0 11125/09 Progress Set a 12/09/09 60% Progress Set 0 12/17/09 Bid Set 0 03/02/10 Permit Set 0 w a 0 0 N N c U Y -�-- m m4 _ CD Q ISTRIBUTIONS: Q SHEET REVISIONS: 01/25110 1 Miscellaneous Coordination 01117111 6 Owner Revision 2 EDITED BY: PROJECT NO. 09-2587 Breezeway & Tenant Separation Sections z Q z U 0 BREEZEWAY Low Roof Framing Detail 1 1 /2"=1 '-0" Slab Cc� Tenant Sep. Wall Typ. @ Side By Side Units 1 1 /2"=1'-0" Slab Breezeway Wall 1 1 /2"=1'-0" A7.02 d COLUMN BEYOND low -Wall ( Balcony Detail 1 1 /2"=1'-O" 8 W-2 CLOSET 8.04 SIM 15 BALCONY FG4 01 CLOSET BALCONY Closet /Balcony Detail SIM UNIT Soffit Detail Upper Floors Balcony Column End Detail Continue Waterproofing all sides of column PER ROOF PLAN Soffit Detail Q Gable 1 1 /2"= l'-O" 1 1 /2"=1'-O" 1'-4" LA 0'0 � Soffit Detail (c� Balcony 6"=1'-0" Balcony End Detail ol @ T-Bar 8 8.04 3 BALCONY I 16 n UNIT --- lily FC�4 1A� r BALCONY 1 02 I I I 11 _ \ Balconv Detail "Aft u 6"=1'-0" 1 1 /2"=1'-O" @ Unit Wall 2s BALCONY Balcony Detail E SHEET NOTES A. REFER TO A1.03 FOR GENERAL NOTES. B. REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES ■ KEY NOTES 01 2X DOUBLE TOP PLATE 02 BEAM/HEADER: REFER TO STRUCTURAL FRAMING PLANS AND DETAILS 03 BUILDING WRAP 04 PRE-ENGINEERED ROOF TRUSS PER STRUCTURAL 05 (2) 2X4 P.T. PAINTED TO MATCH TRIM 06 2X BLOCKING AS NEEDED 07 ALUM. T-BAR INSTALLED W/ SPACERS UNDER FOR MOISTURE DRAINAGE AND DISSIMILAR MATERIAL SEPARATION 08 GALV. METAL EDGE FLASHING 09 METAL FLASHING 10 PRE-ENGINEERED FLOOR TRUSS PER STRUCTURAL 11 SELF -ADHERING MEMBRANE 12 PROVIDE CONT. BEAD URETHANE SEALANT, USE BACKER ROD IF NEEDED 13 FIBER CEMENT PERFORATED SOFFIT W/ INSECT SCREEN 14 16" X 8" SOFFIT VENT W/ INSECT SCREEN. REFER TO ATTIC VENTILATION CALCULATIONS. 15 GALV. METAL BASE FLASHING 16 7116" OSB SHEATHING (15132" P.T. PLYWOOD @ FIRST FOUR FEET) 17 5/8" EXT. GRADE, FIRE -RATED, GYPSUM BOARD 18 FIBER CEMENT SIDING OVER BUILDING WRAP. SEE ELEVATIONS FOR PATTERNS / STYLES. 19 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATION. TRIM BANDS TO BE ON ALL SIDES OF COLUMNS. PROVIDE ALL REQ'D FLASHING FOR SPECIFIC CONDITIONS. 20 ALUM. GUTTERS & DOWNSPOUTS 21 FIBER CEMENT PANEL 22 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE ABOVE @ ROOF PERIMETER. 23 NON -PERFORATED FIBER CEMENT SOFFIT AT GABLES, INSTALLED PER MFR. 24 1/2 THRU-BOLTS, 8ON EACH SIDE OF EACH TRUSS, SPACED 2" FROM P & 1" FROM BOTTOM 25 DOUBLE 2X6 LEDGER; SECURE WITH 1/2" Q1 X 5" LONG LAG SCREWS @ 12" O.C. STAGGERED FROM TOP TO BOTTOM OF LEDGER 26 INSULATION BAFFLE: MAINTAIN 1 1/2" AIR SPACE BELOW ROOF DECK @ ALL EAVES, TYP. 27 T-BAR SPACER TO ALLOW FOR DRAINAGE: DOUBLE 4" X 4" 60 MIL ELASTOMERIC MEMBRANE SPACED 10-12" O.C. 28 BALCONY RAILING: PROVIDE 42" HIGH ALUM. RAIL SYSTEM W/ ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. 29 ELASTOMERIC MEMBRANE SYSTEM: RUN LAP SEAMS IN DIRECTION OF SLOPE 30 STARTER STRIP 31 2X6 FRAMING @ 16" O.C. 32 HORIZONTAL KICKER AT EACH END OF ROOF SECTION 33 ELECTRICAL BOXES 34 ELECTRICAL CONDUIT 35 2X SOLID BLOCKING TURNED PERPENDICULAR TO WALL FRAMING 36 DOUBLE 2X6 W/ 1/2" FLITCH PLATE 37 DOOR & FRAME PER SCHEDULE 38 WOOD TRUSS W/ VERTICAL MEMBERS @ 24" O.C. 39 PROVIDE 2X4 BLOCKING AT TOP AND BOTTOM OF DRAFTSTOPPING DOOR 40 1 PAIR SELF -CLOSING HINGES TO ENSURE DRAFTSTOPPING DOOR CLOSES 41 HASP LATCH 42 DRAFTSTOPPING DOOR: MADE OF 7/16" OSB 43 KRAFT FACED BATT INSULATION SECURELY RETAINED IN PLACE @ INTERVALS NOT EXCEEDING 10' 44 DOUBLE 2X STUD @ 10" O.C. �IN AREAS W/ UNINTERRUPTED WALLS > 10 ) 45 1 1/2" WIDE CONT. STRIP 1/2" GYP. FIRE BLOCKING 46 RESILIENT CHANNELS 47 DRYER VENT COVER 48 FIRE EXTINGUISHER CABINET 49 WASHING MACHINE OUTLET BOX 3 �o FO UME 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 m altamonte springs, fl 32701 c phone: 407.830.1400 06 fax:407.830.4143 AA0002731 m www.forumarchkecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 12/09/09 60%Progress. Set 12/17/09 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 01/25/10 1 Miscellaneous Coordination 08/25/10 3 Misc. Coordination 3 01/17/11 6 Owner Revision , EDITED BY: i PROJECT NO. 09-2587 z N Section Details rr 0 X z ad W X F- U W I U 0� A7,03 0 U. 1 1/2"=l'-O" @ End a w 5 I, < V-0" MIN. - --- ------------------ --- --- ------------- - jJ 02 04 05 1 X4 06 05 14 15 V Waterproofing Detail - Trim Band Siding to Cement Plaster Transition Waterproofina Detail - Foundation v 6" =1'-0" 6" = 1'-0" a Waterproofing Detail - Trim Band Siding to Trim to Panel Waterproofing Detail - Trim Band Panel to Trim Wate r Siding to Trim na Detail - Trim Band 6" =1'-0" 6" = 1'-0" 6" =1'-0" Corner Waterproofing Detail -Outside Corner Siding to Trim Corner Waterproofing Detail - Inside Corner Siding to Trim 6" = 1'-0" 6" = 1'-0" ® SHEET NOTES A ALL FLASHING TO BE 26 GA. GALV. METAL, U.N.O. B ALL SEALANT TO BE ACRYLIC URETHANE = KEY NOTES SOME KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 METAL FLASHING 02 BUILDING WRAP 03 SELF ADHERING MEMBRANE 04 FIBER CEMENT SIDING OVER BUILDING WRAP 05 CONT. BEAD OF SEALANT 06 FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATION. PROVIDE ALL REQUIRED FLASHING FOR SPECIFIC CONDITIONS 07 FIBER CEMENT PANEL 08 CONCRETE FOUNDATION & SLAB: PER FOUNDATION PLANS, DETAILS & SCHEDULE 09 TERMITE SHIELD: CONT. GALVANIZED METAL, TYP. 10 STARTER STRIP 11 CONT. SILL SEALER 12 ONE PIECE COMPOSITE CORNER TRIM BOARD 1X4X4 13 RAILING CONNECTION, ALIGN TRIM TO RECEIVE RAIL 14 CASING BEAD 15 112" FIBERGLASS REINF. CEMENT PLASTER FINISH FORUMN r 0 y ARCHITECTURE & INTERIOR DESIGN, INC. c y PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 `0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 �o fax: 407.830.4143 AA0002731 m www.forumarGhkecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL ATPISTRIBUTIONS: 11/25/09 Progress Set 12/09109 60% Progress Set 12/17/09 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 08125/10 3 Misc. Coordination 3 01/17/11 6 Owner Revision 2 EDITED BY: PROJECT NO. Flashing Details A7071 09-2587 - SHEET NOTES 29 12 ' f A ALL FLASHING TO BE 26 GA. GALV. METAL, U.N.O.FORUME ,> I B ALL SEALANT TO BE URETHANE . Z - 14 �� ��.> ✓ C BALCONY COLUMNS FRAMING &SHEATHING TO BE � ARCHITECTURE & ,� I INTERIOR DESIGN, INC. PRESSURE TREATED m 02 PLANNING I ARCHITECTURE I INTERIOR DESIGN m .�, KEY NOTES a 745 odenta avenue, suite 1121 altamonte springs, fl 32701 c phone: 407.830.1400 01 BUILDING WRAP fax:407.830.4143 Z . .. m � AA0002731 11 �� 02 02 SELF ADHERING MEMBRANE WWW.forumarchitecture.com 04 r 12 03 SHEATHING PER ASSEMBLY Q 2 04 29 30 29 I 04 METAL FLASHING IP STEP - H STEP - D STEP A: BEGIN WITH SELF ADHERING MEMBRANE STEP B: INSTALL CONT. MTL FLASHING STEP C: INSTALL MTL CAP OVER MTL FLASHING 05 METAL CORNER FLASHING WITH 1" TAB FOR COUNTERFLASHING STEP D: INSTALL SIDING, TRIM, SEALANT AT ALL JOINTS - EDGE FLASHING 06 SEAL JOINTS AT SIDING TO -APPLY BED OF MASTIC AT CORNER/EDGE OF DECK. 3 I AND CORNERS DIVERTER & T-BAR - INSTALL SELF ADHERING MEMBRANE OVER VERTICAL m F7%*� PORTION OF ELASTOMERIC MEMBRANE AND BASE C 01 ' Low -Wall Ca Detail FLASHING. I Q -APPLY MASTIC OVER SELF ADHERING MEMBRANE. 07 GALV. METAL DIVERTER FLASHING SET IN MASTIC Q 1 1 /2" = 1'-011 N 21 s 08 METAL STEP FLASHING a 09 WOOD DECK r 22 .- FOLD LINE 01 10 P.T. FILLER: (2) 2x4 @ BALCONY OR 2X FILLER @ 3 Meetinghouse 20 13 Z BREEZEWAY � U_ z z I at Zephyrhills _ 11 SEALED JOINT g g 21 �\, o L 22 ! 20 12 MASTIC y Senior �% 13 60 MIL ELASTOMERIC MEMBRANE o Apartments I �" / 04 W ''� 14 SEALANT u 25 12 a.. 15 FASTENER STEP B: CUT HORIZONTAL LEG OF BASE FLASHING �;. .� �, a City of Zephyrhills, FL AND FOLD VERTICAL LEG BACK TO SPECIFIED ANGLE. �. � ..�'' 18 16 LIGHTWEIGHT CONCRETE 14 0 SET BASE FLASHING IN MASTIC. 12 17 ALUMINUM T-BAR 26 02 H / 18 SPACER MADE OF DOUBLED UP 60 MIL MEMBRANE 0 Wall Flashing at To of Roof 16 19 METAL END DAM FLASHING: 6" MIN. UP OPENINGS, P 7 - _ a @ All Tops of Roofs Intersecting Walls 3" = 1'-0" STEP D: INSTALL MTL COUNTERFLASHING WITH 1" TABS STEP G STEP C SET IN MASTIC m 01 TO PROTECT MEMBRANE FLASHING. POUR CONCRETE OVER DECK UNDERLAYMENT. - INSTALL 60 mil, ELASTOMERIC MEMBRANE OVER PRIMED>p m INSTALL METAL FLASHING 2" ABOVE OF CONCRETE SURFACE SURFACE. 20 FIBER CEMENT STARTER STRIP wCl COUNTERFLASHING SHALL EXTEND INTO LIGHTWEIGHT INSTALL BUILDING WRAP OVER METAL FLASHING. - INSTALL SPACERS AT 12 O.C. — U O2 CONC. - SLIT BUILDING WRAP AT DIVERTER AND APPLY SELF ADHERING -SEAL PERIMETER OF SPACERS WITH MASTIC. 21 FIBER CEMENT SIDING `. I 21 MEMBRANE I INSTALL CEMENTITIOUS SIDING PER DETAILS & MANUFACTURER 22 ROOFING FELT UNDERLAYMENT m 22 I z INSTRUCTIONS. i� 0 08 I 20 23 ROOF SHINGLES B 0 I 12 02 24 ALUMINUM GUTTER 22 Q ��S T DISTRIBUTIONS: I 12 25 CONT. 4x6 METAL BASE FLASHING: SET IN MASTIC, 4 11/25M progress set I 08 STEP A: INSTALL CORNER POCKET FLASHING. SET IN OVERLAP JOINTS 3"MIN. MASTIC a 12109/09 60%Progress Set z w co I �i° N 12/17/09 Bid Set 7E $_ �-� 26 METAL COUNTER -FLASHING: EXTEND INTO CONC. o3rotilo Permit set CID Outside Corner Flashin 23 21 Typical at Elevated Breezeway & Balcony -1-0„ '` `' I 25 27 DRIP EDGE CV ` 0 13 28 P.T. 2x FASCIA _-r.h 3 L, Co 14 �y' 29 FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATION. W PROVIDE ALL REQUIRED FLASHING FOR SPECIFIC 1 , ` � \ � Q � ' � CONDITIONS c; STEP C: BEGINNING AT THE EDGE FLASHING, INSTALL 02 ELASTOMERIC MEMBRANE. EXTEND INTO FULL DEPTH a OF OPENING, TURNING UP WALL MIN. 3 PAST MTL. 30 METAL CAP SHEET REVISIONS: co BASE FLASHING (REFER ALSO WALL FLASHING o 01/25/10 1 MISC. COORDINATION DETAIL) 01117111 6 Owner Revision 2 Wall Flashingat Roof STEP-13 6 3" - 1'-0" - INSTALL EDGE FLASHING. m o @ All Roofs Intersecting Side Walls z STEP - F - INSTALL SELF ADHERING MEMBRANE OVER CORNER c� .' - INSTALL SELF ADHERING MEMBRANE OVER DIVERTER AND FLASHING. o J 25 - INSTALL CONT. BASE FLASHING OVER CORNER FLASHING t = w SEAL UPPER EDGES WITH MASTIC ALONG THE PERIMETER OF DECK, OVERLAP MIN 3". Q 0 I ,— i E 7�7A LL STEP C: SET BASE FLASHING AND LAPPED LEGS IN 2 �� � I c� J � 0 a° N i MASTIC. APPLY SEALANT IN CORNER o z 11 I a o 3 I, o_ CL q � �-- FOLD LINE 07,r'.r' 05 s STEP B: SET END DAM FLASHING MIN. 6 UP DOOR ti �x� OPENING 1, m co L 07 � LO y STEP B: FOLD VERTICAL LEG AT CUT TO SPECIFIED a' E ANGLE. LAP HORIZONTAL LEGS 0 C 27 ■ EDITED BY: P00d s 28 I +d ? PROJECT NO. 09-2587 07 01 FOLD LINE 09 0 N CUT LINE 11 o Elevated Deck 25 �" sTEP - E sTEP - A W Waterproofing & -NOTCH ENDS OF T-BAR & SEAL EDGES - INSTALL BUILDING WRAP UP TO DECK LEVEL. - Roof Flashing Details a HOLD FASCIA 1" FROM /� - PRE -ASSEMBLE T-BAR AND DIVERTER - INSTALL CORNER METAL FLASHING AT EDGE OF DECK w g FINISHED SIDE WALL PRIOR TO INSTALLATION. Q OVER BUILDING WRAP. 0 - SET T-BAR AND DIVERTER AT EDGE vow -a OF DECK WITH NAILS OVER SPACERS. - PRIME ALL SURFACES IN PREPARATION FOR U STEP A: BEGIN WITH CONT. PIECE MTL. BASE WATERPROOFING SYSTEM. W 9" FLASHING. CUT VERTICAL LEG 450 AT DOOR OPENING, STEP A: BEGIN WITH CONT. PIECE MTL. BASE 17 FOLDING INTO THE OPENING. SET FLASHING IN MASTIC. FLASHING. CUT HORIZONTAL LEG AT INSIDE CORNER - - ' Inside Corner Flashin Balcony Breezewa End Flashing X A7.91 Typ, Roof Diverter Flashin Door Flashin s& o5N.T.S. N.T.S. N.T.S. U. a' @ All Roof Eaves Terminating Against Sidewalls @ Typ. Elevated Door Sill Opening Typical @ Elevated Breezeway & Balcony 0 - _- - I�rII,iIYIiI�T�Ti I IIIII�EJWt�I��� IJI i I I I I i�YltlliYi�1..�� t uH.Wliliitiri%Intl®fi..��u1Yto1���r.rL..uat11.1i.._J. 11 ,, i 11 1:r,ii1.U, i I T- --,�,.a�,,,�,. .--'-„ ,.�„..,.,�.��. ----� •. - — - - - ,i A r e m Typical Railing/ Ornamentation Installation Detail Window Installation Details Note: "Sealant" to be Exterior Sealant as Specified a FO UMN SHIM AS 24 GA. INDO ---- — L a R NECESSARY z OEP r3 U G � r � <.` H ALUM. ARCHITECTURE & C NFLASHING — " -�' �INTERIOR DESIGN, INC. q BUILDI r INov� fl J ,i F r;4-Y- BUILD r i/ING C�, . '% ri' NAILING FIN . %,gi�L , ; ,'� '� �uln "'T 2 PLANNING I ARCHITECTURE I INTERIOR DESIGN OVILOW00 C5MGyM+� BUILDIN , UILDINq,r gUIIJN y •: WINDOW gUM1D rr BU / - S' 0 N ° K ;. o IB'pLpl" LDBwG D LDING •, FRAME €.I •. 745 orienta avenue, suite 1121 A t' �, • ,, ;; .: .• I � ; ' ! „: �ILa . BUILD, . '0 altamonte springs, fl 32701 i D 14D BUILD, I BUILD! BUILDING ;. I. gUILDI •; f ;� BUILDI i' •: �'�' phone: 407.830.1400 Bu IU�DING LOW01 LDING :• I r t �I dS fax:407.830.4143 L� AA0002731 B C SU�NGWNR BWLDI BUILDI 7 r- BUILD M BUILDI I Q gUILDI BUUk BUBDI uaww.fo • I �j F _"AP I , I IDE m rumarchitecture wm Wp/P i1'S C BNID'NG^"- BUBDI BU'L •• �ILDINGn^" BUIC • • BUILtN ' BUIIDI BNtDI^"' BUaDI •• gUILW BNLDI ILDI gUILDI BUILD' 8U0.GI OUILDI BUILa a DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 6 "eN. BUILDN�"'. N P BUILDIIJti^'"" 9UIIDI^"' BUI:AI"D V 2 r D_/ DIAGRAM 1- DIAGRAM 2- DIAGRAM 1 IAGRAM 2 DIAGRAM 3 F DIAGRAM 4 DIAGRAM 5 DIAGRAM 6 DIAGRAM 7 DIAGRAM 8 DIAGRAM 9 DIAGRAM 10 ° STEP A: LOCATE RAILING MOUNTING. STEP C: APPLY SEALANT TO TOP AND SIDES OF MOUNTING PLATE. C STEP B: PRE -DRILL HOLES FOR RAILING/ORNAMENTATION ATTACHMENT DIAGRAM 1- DIAGRAM 3 - DIAGRAM 4 - DIAGRAM 6 - DIAGRAM 9 - 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 SIDESMAMBS (WIDE STEP Q: ATTACH ALUMINUM FLASHING AT HEAD OF WINDOW WITH STEP T: FOLD BUILDING WRAP DOWN AT HEAD OVER THE I� MOUNTING PLATE ON TO TRIM BOARD PIECE. AND SHEATHING. AT SILL OVER PREVIOUS MEMBRANE AND UP SIDE AT LEAST 6" FROM ENOUGH TO EXTEND PAST SIDE FINISHED TRIM BAND BY 2" AND LONG ENOUGH TO FASTENERS. ALUMINUM FLASHING AND SELF -ADHERING MEMBRANE. ; CORNER. EXTEND PAST BOTTOM FINISHED TRIM BAND & THE TOP NAILING FIN BY 2"). DO NOT m STEP B: CUT THROUGH BUILDING WRAP IN SHAPE F MODIFIED "1". APPLY SELF -ADHERING MEMBRANE TO SILL OR HEAD. DIAGRAM 7 - STEP U: SECURE FLAP OF BUILDING WRAP WITH 6" NON -MEMORY m 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. X DIAGRAM 5 - OVER ALUMINUM FLASHING AT TARGET LOCATION OVER CORNERS AS 01 f 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 o THRU SCREW LOCATIONS AND OUT NAILING FIN EDGE. IF SEALANT IS NOT DIAGRAM 8 - SEALANT AT INTERIOR WINDOW SILL AND WINDOW FRAME, Meetinghouse q 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. (APPROX.1" MIN.) f CLEAN ALL SURFACES PER SEALANT MANUFACTURER RECOMMENDATIONS. SHOWN. STEP E: APPLY SELF -ADHERING MEMBRANE AT SILL, WIDE ENOUGH TO (DO NOT APPLY SEALANT AT SILL) PAST STUCCO BAND WIDTH) OVER ALUMINUM FLASHING, TARGET STRIPS, m at e p y r i s STEP W: OPEN WINDOW AND APPLY SEALANT TO BOTTOM INSIDE E AND SIDE MEMBRANES, AS SHOWN. 3 ALIGN WITH INSIDE EDGE OF SILL AND EXTEND PAST STUCCO BAND BY 2". STEP N: FOLD TOP FLAP DOWN FIRST. CORNERS OF THE ACTUAL ALUMINUM WINDOW FRAME. 0 Senior STEP J: SET WINDOW IN ROUGH OPENING PER MANUFACTURER INSTRUCTIONS. STEP P: FOLD FRONT FLAP OVER PREVIOUS TOP FLAP. DO NOT SEAL. Apartments B Typical 2-Piece Vent Cover Detail Typical Wire/Pipe Penetration Detail �I E City of Zephyrhills, FL DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 Bu INDG ��'"` �I� o A IIDING� BUILDI""_ N�,yW NOS^ C ,� B�LLr E �� F �� DIAGRAM 1- DIAGRAM 2- • ING NG BUILDIG F \ NpING • _ BUILD 0U,0 BUILDI D BUILDIN 1. STEP A: PRE DRILL HOLE TO FIT FASTENER STEP C: PLACE ITEM TO BE SECURED AS REQUIRED BY ASSOCIATED DETAIL. &10.D �'� `� Sul �,�p Sul _ NGWnM c c THROUGH SIDING. �T • O BuaDi°"'aw D BUILwNG BUILaNG"""P �I Bu,D BU u DIAGRAM 3- BU,DI . BUILD' __ BUILDING '� IIDI 0 ,. STEP B: FILL HOLE COMPLETELY WITH SEALANT. �T FASTENER INTO HOLE FORCING SEALANT TO SQUEEZE OUT �' �" Gw""P A BUIDI"°'" NGW : OLm • ILDINGG WpAF BUILDIN BUILDI BUILD E BUILD C Y OF PENETRATION AND AROUND FASTENER. B NBW C INGwR^P Bu BUILDINGS BInLa"G k NG pj0 ING > g v �, c CV 0,00 BUILD BUBDINGww BVILOINGWW BUIL Q Dp 1' TYPICAL RAILING/ORNAMENT INSTALLATION DETAIL BUILDINDV�P C BU,DI �„� B "°"' • BULD'" 0 S Buo BUILDING'....- BUuDIN�^'- _,��p BUILD'NGWO BUILDING J!, DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 BUILDINGS B BUILDING BUILDING BUILD""• BUILDING Ul .. ' . � �I C q D DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 DIAGRAM 5 O rl ' DIAGRAM 1 - DIAGRAM 3 - DIAGRAM 1 - DIAGRAM 3 - DIAGRAM 5 - o P ET ISTRIBUTIONS: STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF OPENING. STEP D: APPLY 6" SELF -ADHERING MEMBRANE ON BOTH SIDES OF VENT STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF WIRE/PIPE. STEP D: WRAP FLAPS OF SELF -ADHERING MEMBRANE AROUND WIRE/PIPE, STEP F: WRAP FLAPS OF SELF -ADHERING MEMBRANE AROUND a " o COVER, EXTENDING 3" ABOVE TOP VENT COVER EDGE AND PAST AND ADHERE ONE OVER THE OTHER. ENSURE THE SELF -ADHERING WIRE/PIPE, AND ADHERE ONE OVER THE OTHER. ENSURE THE w 11/25/09 Progress 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 12/09109 60% Progress Set B BEFORE INSTALLING VENT COVER MOUNTING PLATE INTO HOLE OVER ALL AROUND THE WIRE/PIPE. WIREIPIPE, CREATING A BOND ALL AROUND THE WIRE/PIPE. " 12t17/09 Bid Set BUILDING WRAP. INSTALL VENT COVER PER MANUFACTURER SPECS. DIAGRAM 4 - £ 03102110 Permit Set STEP E: APPLY 6" SELF ADHERING MEMBRANE AT TOP OF VENT COVER, DIAGRAM 2 - DIAGRAM 4 - DIAGRAM 2 - EXTENDING PAST SELF -ADHERING MEMBRANE ON SIDES. STEP C: CUT SLIT HALFWAY THROUGH AN 6" SQUARE SELF -ADHERING STEP E: CUT SLIT HALFWAY THROUGH A SECOND B"SQUARE a DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 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 0 ' 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. H DIAGRAM 1- DIAGRAM 2- - II STEP A: WITHOUT PENETRATING STUCCO SAND/ GRIND STUCCO SMOOTH STEP C: APPLY SEALANT TO PERIMETER OF MOUNTING PLATE. WHERE RAILING/ORNAMENTATION IS TO BE INSTALLED. cm DIAGRAM 3- Typical Sign Installation Detail Typical Electric Box Installation Detail Cn STEP B: PRE -DRILL HOLES FOR RAILING/ORNAMENTATION ATTACHMENT 61 EP D:FAS I EN MOUNTING PLATE INTO WALL PER SCHEDULE. c d AND FILL W/ SEALANT. SEE TYPICAL FASTENER INSTALLATION DETAIL. rn Q SHEET REVISIONS: Dl CV)M BUILDING BUILDI'^" BUILD BUILDING Wr+M ° 01117111 6 Owner Rev1S1011 BUILDING BUS'"� 00 ,5 N TYPICAL FASTENER DETAIL BUMA"G BUILD BUpDING G BUILDINGS BUI J7 CIO ' • NGyyRAI' NG _ • .� BUI06 LDINGWWp BUILDIN. 40 N �Y A NG NOW t i A C D -❑ a O -. -. .• C � o . _ . - BUILDI BUBpI BUILDING D euMING IL )ING 2 C ' a D g o q BuaD �aDiNGG 6UILDING W BUILDING BuMING LL 3 B E DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 DIAGRAM 5 a DIAGRAM 1 DIAGRAM 3 DIAGRAM 4 - - { � DIAGRAM 1- DIAGRAM 2- DIAGRAM 3- RA y � "I 13 PER MANSTEP A: IUFACTURER'S INSTNSTALL FIBER ALLATION IONZRECOMMENDATIONS. NOT PLACE HOONTAL LAP SIDING STEP B: RES BETWEENILL HOLES LAP ACRYLIC URETHANE SEALANT. DO SHOULD NOTSTEP D: TPENEEN ITRATE HOGN TO RIZONTAL BOARDS. LAP SIDING. RS STEP A: PLACE BUILDING WRAP OVER ELECTRIC BOX SELF -ADHERING MEMBRANELY A LARGE OUGH PIECE TO COVER ELECTRIC C BOXOBYYSTEP D: 3" ON ALL AS SHOWN. INTO OPENING OF ELECTRICAL BOX, c DIAGRAM 1 DIAGRAM 2 DIAGRAM 3DIAGRAM 2 - SIDES. WORK MEMBRANE TIGHT AROUND ALL CORNERS OF ELECTRIC i a STEP C: INSTALL FIBER CEMENT TRIM BOARDS USING PRE -DRILLED HOLES STEP B: CUT BUILDING WRAP AROUND ELECTRIC BOX. BOX DIAGRAM 5 - r i` FOR FASTENERS. TRIM BOARDS SHALL BE CUT TO MEASURE LESS THAN STEP E: FOLD TRIANGULAR TABS INTO ELECTRIC BOX. 00 DIAGRAM 1- DIAGRAM 2 - N HEIGHT OF SIGN. o STEP A: DRILL HOLE TO FIT FASTENER. STEP C: PLACE ITEM TO BE SECURED AS REQUIRED BY ASSOCIATED DETAIL. Y STEP B: FILL HOLE COMPLETELY WITH SEALANT. DIAGRAM 3 - c STEP D: INSERT FASTENER INTO HOLE FORCING SEALANT TO SQUEEZE OUT EDITED BY: a OF PENETRATION AND AROUND FASTENER. ■ TYPICAL SIGN INSTALLATION DETAIL Q I� s ? PROJECT NO. 09-2587 � z Cn 0 A w •Penetration & IGN 0w SIGN S Window Installation W z Details o DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 W -.J U_ DIAGRAM 1- DIAGRAM 2 - X < STEP A: WITHOUT PENETRATING STUCCO, SAND GRIND STUCCO SMOOTH STEP C: FASTEN SIGN TO BUILDING, USING PRE -DRILLED HOLES. SEE TYPICAL FASTENER DETAILS. q Z WHERE SIGN IS TO BE INSTALLED. A7.92 / V STEP B: PRE -DRILL HOLES FOR SIGN ATTACHMENT AND FILL W/ SEALANT. DIAGRAM 3 - 0 U. SEE TYPICAL FASTENER DETAIL. STEP D: APPLY CONTINUOUS SEALANT ALONG STUCCO/SIGN EDGE ON TOP AND BOTH SIDES OF SIGN, DO NOT SEAL BOTTOM OF SIGN. g M t N u �o U a 07 0 of M 0 0 N C0 0 0 0 11 20 25 SLOPE — — 37 (2) 1 X4 33 I I' 'l I I 1 , I I 41 I 1 low 07 I I 32 ' I 6 Roof Cap Detail @ Breezeway Low Roof Partial Stair Section Building Type III Roof Section Detail @ Breezeway Low Roof 20'-711 FIN. FLOOR A 20'-3 1 /4" FIN. FLOOR 0 _ 18'-5 3/4' TRUSS BRG. 6 A8.03 4 A8.03 Y FIN. FL TRUSS BRIG. 0'-0" FIN. FLOOR 4-6 1 /2" E.O.S. Partial Stair Section 3/8"=1'-0" \- J Building Type 11 3/8"=1'-0" 1X1 1 1 /2"=1'-0" Roof Section Detail @ Breezeway Low Roof X4 ' 9 0L! 1 1 /2"=1 '-0" 8'-0" STUD TO STUD FIELD VERIFY 1 1/2" CLEAR 1 1/2" CLEAR 1 1/2" CLEAR 1 1/2" CLEAR M 0 v� u_ 0 a 0 3'-9 1 /4" 3'-9 1 /4" 3" T-9 1/2" O.S. STRINGER TO O.S. STRINGER Stair Section Typical 0 z �< M = IL 0 o- 0 F- 1 /2"=1'-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A G.C. & STAIR MFR. SHALL BE RESPONSIBLE FOR BRACING OF STAIR INDEPENDENT OF BLDG. TO PROVIDE STABLE STAIR INSTALLATION B RAILINGS, HANDRAILS, & GUARDRAILS SHALL BE STEEL WITH PAINTED FINISH. SEPARATE DISSIMILAR METALS W/ NEOPRENE GASKET / RUBBER MASTIC COMPOUND C REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLY SCHEDULES 0 KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 ills . "S. 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 .. . ,,,,, T, ,,,,,, , , . �...,,., ,,,. I . — , — ,,.. 3 roFORUME n m y ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 $ 745 orienta avenue, suite 1121 altamonte springs, fl 32701 C phone: 407.830.1400 46 fax: 407.830.4143 2 AA0002731 1; www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL g N m � Cd s cn � S T DISTRIBUTIONS: 11/25/09 Progress Set 12/09/09 60% Progress Set 12/17/09 Bid Set 03/02/10 Permit Set A& SHEET REVISIONS: 01/25/10 1 Misc. Coordination 01 /17/11 6 Owner Revision 2 EDITED BY: U z PROJECT NO. 09-2587 Stair Sections A8.03 00 11 2 i7 Handrail Connection 3"=1'-0" Typical Handrail End Plan Detail @ Top of Stair Run EM 3"=1'-0" *TOP OF TRIM TO BE LEVEL, BOTTOM CUT TO MATCH SLOPE 000'Bre��e�a Ground Floor 1 @Sidiry Area 1 1/2"=1'-0" U L D u u cffrrn �Handrail Detail rn'Landing Detail 1 1 /2"=1 '-0" 3"=1'-0" Breezeway Water roof i n 6"=1'-0" Midlanding End Detail Section \, Handrail Detail Guardrail Detail Stair � Mid-Landin 3"=1'-0" 1 1 /2"=1 '-0" 1 /2"=1'-0" LJ 1 1 /2"=1'-0" ' Stair _ Upper Finish Floor _ Stair � First Floor Slab Stair P Mid-Landin 1 1 /2"=1'-0" 1 1 /2"=1'-0" 1 1 /2"=1'-0" ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A G.C. & STAIR MFR. SHALL BE RESPONSIBLE FOR BRACING OF STAIR INDEPENDENT OF BLDG, TO PROVIDE STABLE STAIR INSTALLATION B RAILINGS, HANDRAILS, & GUARDRAILS SHALL BE STEEL WITH PAINTED FINISH. SEPARATE DISSIMILAR METALS W/ NEOPRENE GASKET / RUBBER MASTIC COMPOUND C REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLY SCHEDULES KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 1" SQ. PICKETS @ 4 3/4" MAX. (SPACE BETWEEN MUST BE < 4") 02 1 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 AT METAL TO CONC CONNECTIONS 15 CASING BEAD WI WEEP SCREED 6 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 3112" LG. BOLT ON THE INSIDE FACE OF BOTH STRINGER HALVES 20 7/16" EXTERIOR GRADE O.S.B. 21 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD 22 CEMENT BOARD PANEL 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 WI (4)1/2"X4" LAG BOLTS, SPACED EQUALLY @ 12" OC 37 METAL CAP: SLOPE TO DRAIN, PAINT TO MATCH TRIM 38 2X4 FRAMING 39 LEDGER PER STRUCTURAL 40 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR r42 1/2" FIBERGLASS REINF. CEMENT PLASTER FINISH CONTROL JOINT FOR PAINT COLOR BREAK WEEP SCREED (NO HOLES) 3 ' ro 0) FORUME 0 0. ARCHITECTURE & INTERIOR DESIGN, INC. y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, tl 32701 c phone: 407.830,1400 0e fax: 407.830.4143 AA0002731 u www.forumarchaecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL \ � Y V m T m G 0 w X it MINIM ucww ivywu ��, 12/09/09 60% Progress Set 12117109 Bid Set 03/02110 Permit Set Q SHEET REVISIONS: 01/25110 1 Misc. Coordination 01/17111 6 Owner Revision 2 EDITED BY: U PROJECT NO. 09-2587 z 0 d) 0 Stair Details 0 W z w D F_ U W I U A8.04 0 LL a r N M u U ch 77 v M N N 0 N 80 C 0 0 a rn 3 u; 0 co 4 co LO N C 0 -per O a co LO N rail F r-7 Corner Detail r7 A7.91 Low Roof to Elevator Wall Detail 04 1 1 /2"=1'-0" Sill /Header Detail Typical Upper Floors 1 "=1'-0" 7 A7.03 S SHEET NOTES _ MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A9.11 & A9.21 FOR DOOR AND WINDOW SCHEDULES AND DETAILS. D ELEVATOR BASIS -OF -DESIGN: KONE ECOSPACE 2500 LB E REFER TO STRUCTURAL DRAWINGS FOR DETAILSQ 2 M KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 SWITCH FOR SERVICE LIGHT, COORDINATE W/ ELEVATOR MANUFACTURER. 02 OSHA APPROVED SERVICE LADDER AT ELEVATOR PIT. COORDINATE W/ ELEVATOR MANUFACTURER. 1/8" BLDG TYPE 1 03 CONTINUOUS BENTONITE CLAY WATERPROOFING 1/8" BLDG TYPE II & III AND PROTECTION BOARD AT EXTERIOR OF S BRG. FOUNDATION WALLS AND UNDERSIDE OF PIT. 04 SERVICE LIGHT. COORDINATE W/ ELEVATOR MANUFACTURER. 05 ELEVATOR PIT PER STRUCTURAL. 06 SUMP PIT PER STRUCTURAL. 07 PERMANENT HOISTWAY BEAM. COORDINATE SIZE AND MOUNTING HEIGHT W/ ELEVATOR S BRG. MANUFACTURER. 08 EXPANSION JOINT 09 METAL CHANNEL 10 HOISTWAY DOOR ASSEMBLY: COORDINATE DOOR, THRESHOLD & JAMB W/ ELEVATOR MANUFACTURER ENTIRE FRONT WALL AT EACH LANDING TO BE LEFT FULLY OPEN PRIOR TO ELEVATOR INSTALLATION 11 SILL SUPPORT PER ELEVATOR MANUFACTURER 12 CONCRETE SLAB AND FOUNDATION PER 1/4" STRUCTURAL 1R. 13 P.T. 2X NAILER 3/4" ,S BRG. 14 ROOF TRUSS ^ L 15 PRECAST LINTEL: 8F8-1 B PARTIAL BLOCK ABOVE TO BE GROUTED WITH LINTEL 16 BOND BEAM WITH 1 - #5 CONT. AT EVERY FLOOR AND AT ROOF 17 LEDGER: (2) 2x12 SYP #2 WITH (2)'/2'xT EXPANSION ANCHORS @ 24" O.C. INTO SOLID GROUTED MASONRY UNIT 4 18 2x BLOCKING AS REQUIRED 19 UNFACED BATT INSULATION Il 20 PRE-ENGINEERED FLOOR TRUSS ,2„ ;S BRG. 21 CONTINUE FLOOR SHEATHING ACROSS CAVITY FOR FIREBLOCKING 2 - A 22 2x P.T. WOOD FURRING STRIPS @ 16" OC F23 CONT. BEAD OF SEALANT 'LR. AFR 'IT 24 FIBER CEMENT SIDING 25 ONE PIECE COMPOSITE CORNER TRIM BOARD 1x4x4 26 1/2" FIBERGLASS REINF. CEMENT PLASTER FINSIH 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: 407.830.4 '143 ' AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y U N m � LU LU DISTRIBUTIONS: 11/25/09 Progress Set 12109/09 60% Progress Set 12117109 Bid Set 03/02/10 Permit Set SHEET REVISIONS: 01125/10 ! 1 Misc. Coordination 06/02/10 2 Misc. Coordination 2 01/17/11 6 Owner Revision 2 EDITED BY: PROJECT NO. 09-2587 Elevator Hoistway Section & Details Sill Detail 1 "=1'-0" FlPvatnr Hni_qtwav Plan @ Ground Floor 3/8"=1'-0" Elevator Hoistway Section 3/8"=1'-0" A8.05 Exterior Door Jamb @ Cement Piaster Exterior Door Head 6"=1'-0" SHEET NOTES A REFER T 0 SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO STRUCTURAL DRAWINGS FOR WIND PRESSURE REQUIREMENTS D REFER TO SHEET A7.92 FOR PENETRATION AND WINDOW INSTALLATION DETAILS ® KEY NOTES 01 FIBER CEMENT SIDING OVER BUILDING WRAP 02 EXT. GRADE SHEATHING PER ASSEMBLIES 03 GYPSUM BOARD 04 SEALANT 05 SHIM AS NECESSARY, 1/4" MAX 06 ALUMINUM THRESHOLD SET IN CONT. BEADS OF SEALANT 07 DOOR AS PER SCHEDULE 08 FRAME AS PER SCHEDULE 09 LIGHTW'EIGHT CONC SLAB 10 STUDS AS PER FRAMING SCHEDULE 11 HEADER AS PER FRAMING SCHEDULE 12 INTERIOR 2X WALL_ 13 FLOOR TRUSS 14 METAL FLASHING 15 CONT. CAULKING 16 WATER PROOF MEMBRANE 17 WOOD TRIM 18 DOOR SWEEP 19 BI-FOLD TRACK 20 BI-FOLD DOOR 21 GYP. BD. RETURN 22 BLOCKING 23 FIBER CEMENT TRIM BAND, WIDTH PER ELEVATION DETAILS 24 DECK SHEATHING 25 CONT. FILLER AS REQUIRED IF RESILIENT CHANNELS ARE USED IN WALL ASSEMBLY 26 RESILIENT CHANNELS AS REQUIRED PER ASSEMBLIES AND MFR. RECOMMENDATIONS 27 METAL COUNTERFLASHING 28 BUILDING WRAP 29 SELF ADHERING MEMBRANE 30 (JONCRETE SLAB 31 GYP-CRETE TOPPING 32 METAL BASE FLASHING 33 FIBER CEMENT STARTER STRIP 34 NO SEALANT 35 MASTIC CANT STRIP 36 1/2" MAX HEIGHT & 1:2 MAX SLOPE BEVEL 37 CARPET TRANSITION STRIP 38 DOOR BOTTOM SEAL 39 CERAMIC TILE FLOOR 40 CASING BEAD 41 RAISED CEMENT PLASTER TRIM BAND, 4" WIDE 42 1/2" FIBERGLASS REINF. CEMENT PLASTER FINISH 43 PAPER -BACKED METAL LATH 3 m FORUMN L 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 c phone: 407.830.1400 of fax: 407.830.4143 AA0002731 U www.forumarchitecture.com L U Q E 2 0 u. w 0 c N C 8 z 3 0 N W d a x L 3 Meetinghouse at Zephyrhills Senior Apartments N C cc U 0 E City of Zephyrhills, FL 0 N c 0 N U C 11/25/09 Progress Set 12/09/09 60% Progress Set 12/17/09 Bid Set 03102110 Permit Set ISTRIBUTIONS: SHEET REVISIONS: 01117111 6 Owner Revision 2 EDITED BY: JT U PROJECT NO. 09-2587 z t� 0 Door Details 0 w z 0a w D U W I U Q! A9.12 0 fi U. @ Cement Plaster