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HomeMy WebLinkAbout38607 Valley Oaks LpARCHITECTURAL SHEETS .lY al ,LIAAMA NY %a it Meetinghouse at Zephyrhills Senior Apartments Owner. FINLAY INTERESTS 13, LTD. The Brandywine Center I. 580 Village Boulevard, Suite 360 1 West Palm Beach. Florida. 33409 P: 561.242.4814 1 F: 561.242.5304 Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue . Suite 1121 1 Altamonte Springs . Florida . 32701 P: 407.830.1400 1 F: 407.830.4143 1 E: jchue@forumarchitecture.com Structural Engineer. MCLAREN ENGINEERING GROUP 5728 Major Boulevard, Suite 603 1 Orlando . Florida. 32819 P: 407.354.5411 1 F: 407.354.5411 1 E: roleck@mgmclaren.com P.M.E. Engineer. SGM ENGINEERING, INC. 935 Lake Baldwin Lane I Orlando. Florida. 32814 P: 407.767.5188 1 F: 407.767.5772 1 E: victor@sgmengineering.com Garage Zephyrhills, FL . .... . .. V ..... ...... 6r-rxn-4a-� ... ..................... ..................... .......... DPiedn� � 1n9 12/17/09 Bid Set ...... 01/25/10 Misc Coordination " m/u/1n ` Permit Set 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 I Apartments City of Zephyrhills, FL S T DISTRIBUTIONS: 12117109 Bid Set .............................:............ .............. .............................. ..................................... ................ a SHEET REVISIONS: .................... ......................... EDITED BY: JT U ry ry Al 9.40 0 IL WOOD STRUCTURAL PANEL 0 FOUNDATION 0 GENERAL DATA CODES 01 PLYWOOD USED FOR ROOF SHEATHING SHALL BE 5/8" APA RATED SHEATHING, EXP.1, APA IDENTIFICATION 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. SHOULD 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY FLORIDA BUILDING CODE - BUILDING 2007 W/ APPLICABLE SUPPLEMENTS INDEX 32/16, OR BETTER. CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO FLORIDA BUILDING CODE - PLUMBING 2007 W/ APPLICABLE SUPPLEMENTS WORK. PROCEEDING WITH THE WORK. FORUME a� 0 C0 2 a 6 N 0 0 N N _ 0 0 02 PLYWOOD SHALL BE NAILED TO JOISTS AS PER ROOF FASTENING PLAN. 03 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. 04 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). 05 LEAVE 1116" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. MICROLLAM® OR PARALL.AM® BEAMS 01 MICROLLAM® OR PARALLAMO BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL. 02 MICROLLAMO BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1.9 X 10^6 PSI FB = 2,600 PSI FT = 1,550 PSI FC = 750 PSI FC, PARALLEL = 2,510 PSI FV = 285 PSI 03 BEAMS MUST BE LATERALLY SUPPORTED AT TOP. 04 MINIM►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x 6 -Wl A x W1.4. SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89. D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 318, 304 AND 301. E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: SLAB ON GRADE 1-1/2" WALLS 2" FOOTINGS 3" I GRADE BEAMS SHALL BE FORMED ON SIDES. 04 ALL FILL SHALL BE PLACED IN 8 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 10% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY TO PROVIDE 98% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE, AND SOIL SHALL BE COMPACTED TO 98% 12" AND 24" BELOW STRIP FOOTINGS AND COLUMN FOOTINGS, RESPECTIVELY. IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 2,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION. 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 2'-0" BELOW FINAL GRADE WHEN BEARING ON SOIL, UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF 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 3'-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. 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 NATIONAL DESIGN SPECIFICATIONS. 02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. 03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRECUT 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. 05 JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY EITHER OF TWO ACCEPTABLE METHODS AS FOLLOWS EXCEPT AS NOTED AT'TIMBER CONNECTIONS' BELOW: A A CONTINUOUS 2 x 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE OF STEEL WITH 1/2 DIA. STAINLESS STEEL BOLTS AT 4'-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOIST SHALL BE TOENAILED TO PLATE WITH 3 8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX INCHES, AND BE SPIKED TOGETHER AND BLOCKED. B A CONTINUOUS 2 x 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM FLANGE OF STEEL MEMBER WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER. JOISTS SHALL BE NOTCHED ON TOP TO PROVIDE CLEARANCE OF TOP FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4" BETWEEN STEEL AND SUBFLOOR. MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST. 20 GAGE METAL TIE OR WOOD SCAB SHALL BE USED TO FASTEN OPPOSITE JOISTS TO ON ANOTHER. 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 WRITTEN 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. FLORIDA BUILDING CODE - PLUMBING 2007 W/ APPLICABLE SUPPLEMENTS FLORIDA FIRE PREVENTION CODE 2007 EDITION NATIONAL ELECTRIC CODE 2008 EDITION ACCESSIBILITY IN ADDITION TO CODES LISTED ABOVE, ACCESS TO AND THROUGH THIS AMENITY IS DESIGNED TO CONFORM TO THE FAIR HOUSING ACT OF 1988 AND AMENDMENTS AND FLORIDA ACCESSIBILITY CODE. SUMMARY BUILDING TYPE NO. OF BLDGS. A/C AREA NON A/C AREA TOTAL AREA GARAGE CODE COMPLIANCE 93 SF 893 SF 986 SF OCCUPANCY TYPE U UTILITY CONSTRUCTION TYPE V-B AREA & HEIGHT LIMITATION (FBC-B TABLE 503): REQUIRED/ALLOWED PROPOSED MEAN HEIGHT 40' 14'-7 5/16" MAXIMUM NUMBER OF FLOORS 1 STORY 1 STORY MAXIMUM AREA 5,500 SF 986 SF FIRE PROTECTION (FBC-B TABLES 601 & 602): 08 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR ROUGH OPENING AT STUD WALLS. INTERIOR BEARING WALLS INTERIOR NON -BEARING WALLS 09 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA COLUMNS TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT BEAMS, GIRDERS & TRUSSES SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY FLOOR/CEILING ASSEMBLY SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT ROORCEILING ASSEMBLY DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT EXTERIOR BEARING WALLS APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. EXTERIOR NON -BEARING WALLS SITE WORK 01 SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS, SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL 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, (U.N.O.) 06 NOTICE OF TERMITE PROTECTION. 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. GENERAL - STRUCTURAL 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. 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. 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION OF WORK. 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 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 i www.forumarchitecture.com -, Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: JT PROJECT NO. 09-2587 0 0 m u a� CU 0 Q 0 In a; CU 0 0 N 1 T 0 A0 W B 0 ^ LL F-r- 7 . . . . . .. . . . . ... . . . . . .. 7- ---------------------------------------------------------------------------------------------i 1 e%A rl A r\r ... .. -.... .::.:' - .:: - .. .. ::. WIRE ROAD :.........`. Architectural Site Plan 1 "=50'-0" NORTH ACTOR II 0 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO CIVIL PLANS FOR ALL SIDEWALK LOCATIONS, HANDICAP PARKING AND ACCESSIBILITY DETAILS, AND BUILDING LOCATIONS C COORDINATE ENTRY GATE SYSTEM LOCATIONS AND REQUIREMENTS WITH SYSTEM MANUFACTURER D CONTRACTOR TO VERIFY CONDENSER PAD LOCATIONS WITH SITE CONDITIONS E FLORIDA YARDS & NEIGHBORHOOD CERTIFICATION IS REQUIRED ON ALL LANDSCAPING. E LEGEND BUILDING NUMBER 0X NO. OF UNITS X X BUILDING TYPE LOCATION OF UFAS UNITS MRS 9COO PLAN HAS BEEN REVISED TO RDINATE WITH CIVIL DRAWINGS. 1 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments L City of Zephyrhills, FL 0 W C 0 N N U! C 0 U 7 0 a � I Y SET DISTRIBUTIONS: 1.1125109, :___ Progress Se 12/09/09 60%Progr S.et... 12117/09 Bid Set 03/02/10 ....._.................__'._......_.............._............................_........._._.._.._.._.........._...._.... Permit Set ... ...... ...... ....................................... ............... .. Q SHEET REVISIONS: 01/25/10 1 Misc. Coordination EDITED BY: z PROJECT NO. 09-2587 z c� N Architectural Site Plan of Q A2.01 0 LL (9 SHEET NOTES 00 a� CU 0 d (D th 0 c� C14 m 0) 0 0 N ti N c 0 m 0 Garaae Left Elevation Garaae Riaht Elevation Garaae Riaht Elevation SEARING 1 /4"=1'-0" 1 /4"=1'-0" 3/4"=1'-0" 1x12 Garaae Rear Elevation 0 Ln W M ��1x12 Z �¢ rw M Garaae Front Elevation 6 S19.45 7 S19.45 0V CV 0 CV 11 14'-31 /2" R-5 1/2" 22'-0 1/2" I I I � � I _( O " i — --------- -------- W1 8'-9" 01 I 07 ff�_ B.O. SOFFIT I 17 PHONE ROOM o I I I W-1 I W-2 17 I CARPORT I °7 GARAG E 8'-9" I I FE o---------------------� I 02 I I I I I W-1 I I I W-3 O 17 6 17 W-1 2 S19.45 SIM. 1'-2" 13'-1 1 /2" 1 2 2'-6 3/4" 4'-8 3/4" 10'-01 /4" 10'-01 /4" 15'-51 /2" T-31 /2" 20'-0 1 /2" 42'-91 /2" Floor Plan O N 1 /4"=1'-0" 10'-0" 'RUSS BRG. 1 /4"=1'-0" 1 /4"=1'-0" A REFER TO SHEET A19.41 FOR GENERAL NOTES B REFER TO SHEET A19.43 FOR CONSTRUCTION ASSEMBLIES C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE D REFER TO SHEET A19.43 FOR DOOR DETAILS 0 KEY NOTES 01 PROVIDE PIPE SLEEVE(S) FOR CABLE/WIRING AS REQUIRED. CONTRACTOR TO COORDINATE 02 WALL MOUNT FIRE EXTINGUISHER 03 ROOF ASSEMBLY PER SPEC 04 CONTINUOUS 2x8 ALUM CLAD FASCIA, PLUMB CUT WITH ALUM. DRIP EDGE. COLOR TO BE SELECTED BY OWNER 05 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT AT EAVE OVERHANG W/ INSECT SCREEN 06 ALUM GUTTERS & DOWN SPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER 07 12" DEEP VINYL COATED WIRE SHELF. G.C. TO COORDINATE SHELF HIGH W/ LOCATION OF ELECTRICAL EQUIPMENT 08 22"x36" ATTIC ACCESS PANEL, CONTRACTOR TO COORDINATE LOCATION 09 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ALUMINUM DRIP EDGE ABOVE @ ROOF PERIMETER. SEE SHEET A7.03 FOR SOFFIT DETAILS. 10 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE 11 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 12 DOORS PER SCHEDULES. PROVIDE 1x4 TRIM AROUND DOORS, UNO 13 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. ° 14 ONE-PIECE CORNER TRIM: 1X4X4 15 FIBER CEMENT PANEL 16 TRIMMED COLUMN, SEE DETAILS 17 2X6 FRAME WALL LEGEND FE FIRE EXTINGUISHER 9FORUME a N Y_ r 0 ARCHITECTURE & INTERIOR DESIGN, INC. N PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments 0 0 City of Zephyrhills, F0 L 0 C 0 N W C 0 0 7 0 0. Y N m� mo 0 wU: A SHEET REVISIONS: I EDITED BY: z PROJECT NO. 09-2587 GARAGE DOOR SCHEDULE ASSEMBLIES - WALLS co U Cn a 0) N O M N N 0 0 N ti N C O N O d 3 C) co _LO N Q Cn C 0 E: g 0 U 7 O a ti co LO N I_ co N L a CL 0 a� 0 a� co z w Q a 0 it O -J LL z -2 U it a 2 1x6 1x4 1 x4 Column Detail 8 6"=1'-0" at capital to soffit ® DOOR FRAME SIZE MARK DESC. TYPE W H TH AREA MATL. MATL. REMARKS 1 EXT. A 3'-0" 6'-8" 1 3/4" - - - MTL. WOOD 2 EXT. B 16-0" 7'-0" --- - - - MTL. WOOD MIN. 60 SQ. IN. VENT AREA NOTE: 1) ALL MAN DOORS TO HAVE DEADBOLT AND LEVER HANDLE. ALL LOCKS TO BE KEYED THE SAME. Corner WaterDroofina Detail - Outside Corner Siding to Trim Corner Waterproofing Detail -Inside Corner Siding to Trim 6" = 1'-0" 6" = 1'-0" D��DuO �DD�U Le Head a(�. Garage Door Garaae Door Jamb 1 1 /2"=1'-O" TYP AT EXTERIOR WALL 0 NON RATED EXT FIBER CEMENT SIDING & TRIM (PER ELEVATIONS) OVER BUILDING WRAP 7/16" OSB EXTERIOR SHEATHING (15/32" PT PLYWOOD FIRST 4') R-13 UNFACED BATT INSULATION (1) LAYER 5/8" GYPSUM BOARD 2x WOOD STUDS PER STRUCTURAL DRAWINGS INT TYP AT INTERIOR WALL 8 NON RATED EXT (1) LAYER 1/2" GYPSUM BOARD (EACH SIDE) R-13 UNFACED BATT INSULATION 1 2x WOOD STUDS PER STRUCTURAL DRAWINGS INT ff I_ TYP AT COLUMNS W-3 NON RATED EXT FIBER CEMENT BOARD PANEL & TRIM (PER ELEVATIONS) OVER BUILDING WRAP 7/16" OSB EXTERIOR SHEATHING (15/32" PT PLYWOOD FIRST 4') 2x WOOD STUDS PER STRUCTURAL DRAWINGS INT ASSEMBLIES - ROOF TYP AT GARAGE ROOF RC-1 NON RATED 30 YR ARCH. FIBERGLASS/ASPHALT SHINGLES ON 30# FELT 5/8" CDX EXTERIOR GRADE SHEATHING, PER STRUCTURAL ROOF TRUSSES PER FRAMING PLAN i R-30 BLOWN INSULATION (1) LAYER 1/2" EXTERIOR GRADE GYPSUM BOARD TYP AT CARPORT ROOF RC-2 NON RATED 30 YR ARCH. FIBERGLASS/ASPHALT SHINGLES ON 30# FELT ''- — 5/8" CDX EXTERIOR GRADE SHEATHING, PER STRUCTURAL �-- ROOF TRUSSES PER FRAMING PLAN (1) LAYER 1/2" EXTERIOR GRADE GYPSUM BOARD a w 4 a 4• a b G .Q d a n Exterior Door Threshold rn Exterior Door Jamb 6"-1'-0" L Door may be in -swing or out -swing type 6"=1'-0" 0 SHEET NOTES A REFER TO SHEET Al9.41 FOR GENERAL NOTES B REFER TO SHEET A19.43 FOR CONSTRUCTION ASSEMBLIES KEY NOTES 01 ROOF SYSTEM PER SPECS 02 HEADER AS PER STRUCTURAL 03 GYPSUM WALL BOARD PER ASSEMBLY 04 EXT. GRADE SHEATHING PER ASSEMBLIES 05 ALUMINUM FLASHING 06 SELF ADHERING MEMBRANE 07 BUILDING WRAP 08 FIBER CEMENT HORIZONTAL LAP SIDING: 6" EXPOSURE 09 FIBER CEMENT TRIM BAND, WIDTH AS INDICATED 10 STUDS AS PER FRAMING SCHEDULE 11 CONC SLAB 12 SHIM AS NECESSARY,1/4" MAX 13 DOOR & FRAME PER SCHEDULE 14 AUTOMATIC DOOR SWEEP 15 1/2" HIGH ALUMINUM THRESHOLD WITH MAX 1:2 SLOPE SET IN TWO CONT. BEADS OF SEALANT 16 P.T.2x6 17 MANUFACTURER'S WEATHERSTRIP 18 WOOD TRIM 19 SEALANT 20 NO SEALANT 21 CONT. CAULKING 22 2x BLOCKING 23 PRE-ENGINEERED ROOF TRUSSES PER 24 ALUMINUM DRIP EDGE 25 2x8 ALUMINUM CLAD FASCIA 26 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT W/ INSECT SCREEN 27 ALUMINUM GUTTERS & DOWNSPOUTS 28 ONE-PIECE COMPOSITE TRIM BOARD:1X4X4 29 FIBER CEMENT PANEL Exterior Door Head 6"=1'-0" Door may be in -swing or out -swing type 6"=1'-0" .0 - 0 r .3 N 0 E U 0 U U) 0 0 N 0 Y 0 L_ 0 E 0 N C of 2 0 N 0 0 a 2 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL k SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: U z PROTECT NO. 09-2587 FOOTING SCHEDULE SHEET NOTES 00 U 07 d LO r u7 N C+7 c�a rn 0 0 N N C 0 0 d F-5 Ft Detail F D-5 @ Garage Curb 41 /2" U) w 3/4"=1'-0" Lu w oAJ a w _ U PER CHEDUL Ftq Detail F-4 @ Carport F-3 Ft Detail F D-3 @ Column w J w co Of w a Ftq Detail F-2 @Slab Step DFtq Detail Typical 1/2" w PER SCHEDULE 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Q EC M CV 13'-0 1/2" 1'-3" T-21 /2" �2'-O 3/4" 16'-0" 42'-101/2" -1' 1 /2" 4 Garage Foundation Plan E.O.S. KO -0'-51 /2" Raincut Detail @ Garage Door 1'-3" REINFORCEMENTS SIZE COMMENTS MARK BOTTOM TOP L W D SHORT BAR LONG BAR SHORT BAR LONG BAR F-1 CONT. 30" M N #3 TIES 3 #5 --- 1 #5 @ 24" O.C. F-2 CONT. 16" 18" --- #5 --- --- F-3 24" 36" 38" 3 #5 3 #5 3 #5 3 #5 MIN F-4 CONT. 16" 22"MIN --- 1 #5 --- --- ES F-5 CONT. 30" M N @ 24"10 C. 3 #5 --- 1 #5 3/4"=1'-0" F1— '�[l ,3' 551 /2" J 3 S19.44 5'-41 /2" 6" 6" Condenser Pad Corner Detail 19'-9" 1 /4"=1'-0" FOUNDATION PLAN DIMENSIONED TO EDGE OF CONC. SLAB, TYP. FLOOR PLAN DIMENSIONED TO FACE OF STUD, TYP. N.T.S. F-4 0-3/4 — — -ILL N CV E.O.S. I `o' e-------F-44------ J I �� ------ 1 05 --------------- 01-0111 I I I I I I I I I I I I I I I I I I I I I 1 1 I VARII ES I 1 1 N II C" I 0'-011 w 1 I I I I TYP. 1 N I I VARIES 1 I1771 C I I I o l I I 1 0'-0" cn 1 I I L TYP' 1 8'-51/2" 04 1 41/2" I 19'-41/2" 4 1/2" I --------------- - - - - - - - 1 F-4 F-2 t0f-51/2" N1-0'-53/4" L-I--------------�� u_ 3 L— o E.O.S. co - U- — — — - F-4 2'-0 3/4" 1 /4"=1'-0" A REFER TO SHEET A19.41 FOR ARCHITECTURAL GENERAL NOTES, STRUCTURAL GENERAL NOTES & FOUNDATION NOTES B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK 0 KEY NOTES 01 4" THICK MIN W/ 6x6 W1.4xW1.4 WWF ON 6 MIL VAPOR BARRIER, LAPPED & TAPED, OVER TERMITE TREATED, WELL COMPACTED SOIL 02 2x PT BOTTOM PLATE, REFER TO SHEAR WALL SCHEDULE & DETAILS FOR ANCHORAGE REQUIREMENTS 03 REINFORCEMENT PER FOOTING SCHEDULE 04 CORNER REINFORCEMENT (2) #4 STEEL BARS, 4'-0" LONG AT 8" OC IN SLAB AS SHOWN 05 PROVIDE PIPE SLEEVE(S) FOR CABLE / WIRING AS REQUIRED, CONTRACTOR TO COORDINATE 06 CONDENSER PAD, CONTRACTOR TO COORDINATE LOCATION w/ SITE CONDITIONS AND TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING 07 4" THICK CONCRETE COMPRESSOR PAD w/ WWF TYP, CONTRACTOR TO COORDINATE SIZE PER CONDENSOR MFR REQUIREMENTS 08 EXPANSION JOINT, CONT 1/2" THICK x 4" WIDE CONT BITUMINOUS MATERIAL WHERE SLABS ABUT EACH OTHER LEGEND EDGE OF FOOTING BELOW EDGE OF SLAB REINFORCEMENT NO STEP STEP IN SLAB •���� MLiren =III=111 �� ENGINEERING GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com R.F. Oleck FL F'E 45251 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. "LANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 S19.44 SHEAR WALL SCHEDULE ROOF DESIGN FACTORS SHEET NOTES ����• eua®_r SIN 00 u 0 U) M n M N N M 0 0 N ti N C 0 a 0 Soffit Section 1x8 0'-0" Column Section SHEAR FRAMING EXTERIOR SHEATHING INTERIOR SHEATHING BASE CONNECTIONS WALL TYPICAL STUDS PER SHEATHING SCREW PATTERN SHEATHING SCREW PATTERN CONT. PLATE TO HOLD-DOWNS @ MARK STUDS END/OPENING TYPE TYPE 6 DECK/SLAB EACH END EDGES INTERMED. EDGES INTERMED. 7/16" O.S.B. (TYP.) 1 1/4" BUGLE 1 1/4" BUGLE 1/2" DIA. W/2" SIMPSON SW-1 2x6 @ 16" O.C. (2) - 2x6 15/32" P.T. PLYWOOD 8d @ 4" O.C. 8d @ 8" O.C. 5/8" GYPSUM HEAD HEAD WASHER @ 32" O.C., HDU5-SDS2.5 OR @ BOTTOM COURSES WALLBOARD SCREWS @ 4" SCREWS @ 4" TYP. HTT4 4 4 S O.C. O.C. z s ROOF SLOPE = 270<RS<450 A REFER TO SHEET Al9,41 FOR GENERAL NOTES L = 28.5 FT B = 24.0 FT B REFER TO SHEET A19.43 FOR CONSTRUCTION EAVE = 10.0 FT ASSEMBLIES MEDIAN ROOF HGT = 14.2 FT END ZONE STRIP = 3.0 FT C ROOF SLOPE TO BE 7:12, UNO VELOCITY PRESSURE = 36.25 PSF KEY NOTES SHEAR WALL NOTES BUILDING TYPE: GA ATTIC SPACE: A BEAM / HEADER ANCHORAGE ROOF ZONE WIND PRESSURE 01 PREFAB WD. ROOF TRUSSES @ MAX 24" OC REQUIRED NFA VENTILATION 1 SIMPSON MAS MUDSILL ANCHOR AT 16 OC MAY Attic area (Including Soffit): BE USED IN PLACE OF A.B. NFA regd (Attic Area 1150): 2 1 /2"0 EXPANSION BOLTS W/ 7" MIN EMBED AT Total regd ventilation area in SI (Net Free Area X 144): Upper portion regtl (Total Regtl Vent Area X 50%): 18" OC MAY BE USED IN PLACE OF A.B. Lower portion reqd (Total Reqd Vent Area - Upper Portion): 3 BLOCK ALL SHEAR WALL SHEATHING JOINTS PROVIDED NFA VENTILATION - UPPER 4 NAILING PATTERNS BASE ON P-NAIL CRITERIA ( 3) 6 Ft. Tamco Off -Ridge Vents X210 Sllvent = 5 CONFIRM DIAMETER OF HOLD DOWN A.B. W/ PROVIDED NFA VENTILATION - LOWER STRAP MFR MFR: Hardie Model: Perforated Cement Board Total soffit material to be used: NFA of soffit material per LF: Total provided: 1x4 1x4 1 1 /2"=1'-0" rc" Slab Edge Detail 1 "=1'-0" 6"=1'-0" 06 10 /_9 08 ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/-) 1172 Sr HEADER SIZE HEADER TO SUPPORT STUDS 10 1.21 39.08 -42.71 02 22"x36" ATTIC ACCESS PANEL, CONTRACTOR TO 7.81 SF UP TO 4'-0" (2) SIMPSON MSTA15 ((1) ON EACH SIDE) COORDINATE LOCATION 1124.64 sl 4'-1" TO 8'-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) 20 1.21 37.99 -40.54 562.32 562.32 SI sl > 8'-1" 2 SIMPSON MSTI27 1 ON EACH SIDE O (() ) ZONE 1 50 100 1.21 1.21 36.54 35.45 -37.63 -35.45 03 2x PT SILL PLATE W/ 1/2"x8" ANCHOR BOLTS @ 16" OC BEAM / HEADER LEGEND > 100 1.21 35.45 -35.45 s3o sl _ .._ _.. _.___ 04 JACK STUDS & KING STUDS PER SCHEDULE FOR TAG SIZE DESCRIPTION 10 1.21 39.08 -49.85 BEARING @ EACH END OF HEADERS H-1 (3) 2x12 #2 SYP W/ 7/16" FLITCH PLATE 20 1.21 37.99 -47.67 138 LF B-1 (2) 2x12 #2 SYP W/ 7/16" FLITCH PLATE ZONE 2 50 1.21 36.54 -44.89 05 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. 5.0 / LF B-2 2 13/4" x 11 7/8" LVL 100 1.21 35.45 -42.71 COLOR TO BE SELECTED BY OWNER. COORDINATE 6so sl B-3 (3)1 3/4" x 11 7/8" LVL - > 100 1.21 35.45 - .. --- ......... -42 71 ....- - LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. 10 1.21 39.08 -49.85 ". BEAM / HEADER SUPPORT SCHEDULE 20 1.21 37.99 -47.67 06 (2) SIMPSON H5 @ EACH TRUSS, (1) MTS12+(1) H5 @ ZONE 3 50 1.21 36.54 44.89 GIRDER TRUSSES (UNLESS OTHERWISE NOTED) JACK STUDS KING STUDS 100 1.21 35.45 42.71 HEADER SIZE PER SIDE PER SIDE REMARKS > 100 1.21 35.45 -42.71 07 MSTA24 @ EACH END 07 04 16 NOTE: ANY HEADER EQUAL TO OR GREATER THAN THAN THE QUICK -TIE SPACING SHALL BE INSTALLED AS SHOWN IN THIS DETAIL. UP TO 4'-0" 1 1 UNO ..................... ........................ _., ............. 4'-1" TO 8'-0" 2 2 UNO 08 SIMPSON LS12 @ 24" OC > 8'-1" 3 3 UNO ROOF OVERHANG WIND PRESSURE **MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/-) 09 CRIPPLE STUDS @ 16" OC LEVEL TO FOUNDATION ....._ 10 _ . ........ 1.21 -72.36 10 SIMPSON LS12 @ EACH END a 20 ZONE 2 50 1.21 1.21 -70.18 -67.27 11 TERMITE SHIELD: CONT GLAV METAL TYP. 100 1.21 -65.09 M 2 > 100 1.21 -65.08 12 SIMPSON H5 @ 3 CORNERS .._...._...._......._._.............................._..._....._....._..._......................................_.__..................._...._._........_................._............ 10 1.21 -72.36 13 BUILDING WRAP O 2 �` / 2' 20 1.21 -70.18 '� 2 ��' 2 i ZONE 3 50 1.21 -67.28 14 SIMPSON HETA16 @ BASE, HTS20 @ TOP TO TRUSS 100 1.21 -65.09 > 100 1.21 ................... -65 09 15 1/2" 0 A.B. @ 7"MIN EMBEDMENT TYP ■ WALL OPENING PRESSURE 16 SIMPSON HTT16 @ BEAM ENDS W/ 1/2"X10" A.B. TYP 23 0 2 2 0 2 ZONE AREA ESQ FT) COEFFICIENT DESIGN PRESSURES 17 SELF -ADHERING MEMBRANE 10 1.21 -72.36 j i 20 1.21 -70.18 18 FIBER CEMENT HORIZONTAL LAP SIDING: 6" ZONE 2 50 1.21 -67.27 EXPOSURE 100 1.21 -65.09 Garage Door Framing 2 2 ....... .._ 500 ........ ... 1.21 -65.08 19 FOUNDATION PER STRUCTURAL DRAWINGS 10 1.21 -72.36 3/8"=1'-0" 1 2 2 20 2x BLOCKING (P T WHEN USED ON EXT ) DCD DI AAI I I Column Detail 20 1.21 -70.18 _--__ ` ZONE 3 50 1.21 -67.28 2 100 1.21 -65.09 21 CONTINUOUS ALUM CLAD 2x8 FASCIA WITH ALUM, 500 1.21 -65.09 DRIP EDGE, FASCIA TO BE PLUMB CUT, COLOR TO BE _ , *IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE SELECTED BY OWNER d a - 3 -0„ PRESSURES ASSOCIATED WITH SMALLER AREA 22 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT AT EAVE OVERHANG WITH INSECT SCREEN PANEL EDGES PANEL FIELD STRAPPING SCHEDULE 1 UPLIFT REQ CONNECTOR 23 1X CEMENTITIOUS STARTER 10d NAILS @ 8" OC 10d NAILS @ 8" OC MODEL NO. MAX LOAD O24 CONT SILL SEALER TYP 10d NAILS @ 6" OC 10d NAILS @ 6" OC 0-775 LBS (1) LTS12 775 LBS O 10d NAILS @ 4" OC 10d NAILS @ 4" OC 775-1000 LBS (1) MTS12 1000 LBS 25 SEALANT 1000-1455 LBS (1) MTS12 + (1) H5 1455 LBS NOTE: USE 10d RINGS SHANK NAILS IN ZONE 3 IF 1455-2000 LBS (2) MTS12 2000 LBS 26 51/2"x 51/2" PSL COLUMN MEAN ROOM HEIGHT IS GREATER THAN 25' 2000-2455 LBS (2) MTS18 + (1) H5 2455 LBS SINGLE -PLY GIRDER (1) HTS20 1450 LBS 27 51/2"x 51/2" PSL COLUMN DOUBLE -PLY GIRDER (2) HTS20 2900 LBS (',`�Roof Fastening Zone Plan 28 BACKER ROD W/ SEALANT 1 1/2"=1'-0" Typ. 1/16"=1'-0" 29 DOUBLE TOP PLATE, TYP. I I I I I I I I I I I I I I I I I I I 01 21 22 M 0P5 26 Garage Roof Framina Plan M 30 BEAM OR HEADER PER SCHEDULE ON FRAMING PLAN 31 FIBER CEMENT TRIM BOARD, WIDTH AS INDICATED _ __ __ S - __ .... .......... ....................... I .... ... . _ I..._........... f.............. ........I..................... I ................. I................IL..,.........,.. ........... . . ..... 32 FIBER CEMENT PANEL 33 OFF -RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE I I I I I I -- I LEGEND I I: I I I I I I /I 33 I I I I I V I I�-- HEADER OR BEAM IL WALLS BELOW _ _ C1__D DOWNSPOUTS I I I I I I I II 1 I I I I If -- - DESIGN CRITERIA PER CODE (MINIMUM) i ��x" i ATTIC ACCESS PANEL I I I I I I 1 11N I I I I I I II B_ 27 BASIC WIND VELOCITY = 110 MPH IMPORTANCE FACTOR = 0.77 EXPOSURE CATEGORY = C INT PRESSURE COEFFICIENT = 0.18 VELOCITY PRESSURE = 17.23 PSF DESIGN CRITERIA FOR PROJECT BASIC WIND VELOCITY = 140 MPH IMPORTANCE FACTOR = 1.0 EXPOSURE CATEGORY = C INT PRESSURE COEFFICIENT = 0.18 VELOCITY PRESSURE = 27.91 PSF ROOF TRUSS LOADING TCLL = 20 TCDL = 25 BCLL- BCDL = 10 TOTAL = 55 USI - 1'-4" TYP SPACING = 24" OC 1 /4"=1'-0" •fff� wren ENGINEERING 1II�1IIII � GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com R.F. Oleck FL PE #52514 ARCHITECTURE & INTERIOR DESIGN, INC. I' PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 0 N C 0 N N C 0 U 3 0 a C c Q SET DISTRIBUTIONS: .......................................................................................................... - 0 SHEET REVISIONS: I EDITED BY: I I z PROJECT NO. 09-2587 �� ��■111�1■�I��LUII�1�tldY141�llkilili FORUME :� DRAWINGS FOR CONTINUATION. PLUMBING FIXTURE / EQUIPMENT SCHEDULE MARK FIXTURE SOIL/ WASTE VENT COLD WATER HOT WATER MANUFACTURER MODEL # DESCRIPTION HB-1 HOSE BIBB — — 3/4" — WOODFORD #24 — WITH LOOSE KEY. NOTE: ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF THE FLORIDA PLUMBING CODE FOR WATER CONSERVATION. PLUMBING SYMBOL/LEGEND COLD WATER (CW) HB-1 C — HOSE BIBB BALL VALVE i 3/4" h! \ HB_ 1 3/4" 3/4" —�/� 3/4" i 3/4" SHUT—OFF VALVE IN VALVE BOX WATER RISER DIAGRAM NOT TO SCALE `5'`' SGM ENGINEERING, INC. M E P C O N S U L T I N G E N GI N E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 z Project number. 29122 7 www.sgmengineering.com JOSE R. LI tiAIN—FL60785 Copyright ©2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax:407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: U K PROJECT NO. 09-2587 3 m 6- MIN. ABOVE FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY CONDENSATE DRAIN TERMINATION DETAIL. NOT TO SCALE �1.1:11�yiyl�l IREFABRICATED ZOOF CURB ROOF EXHAUST FAN DETAIL NOT TO SCALE 1%A►111C►1[4►1/% I I►Ilr CONDENSING UNIT TIE DOWN (MIAMI TECH, INC. CUTD1 COLD -ROLLED GALV STEEL) 8 TOTAL FOR EACH UNIT (1)1/4" DIA STAINLESS STEELSCREW FROM STRAP TO CONDENSER (1)3/16" DIA x 2" TAPCON FROM STRAP TO CONC PAD TYPICAL CONDENSING UNIT ANCHORING DETAIL NOT TO SCALE GARAGE BUILDING MECHANICAL PLAN SCALE: 1 /4" = 1'-0" HVAC KEY NOTES 0 1. MOUNT CU ON 4" THICK CONCRETE PAD. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4' ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB -UP. PLACE CU AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU'S SECURELY TO PAD WITH 4-3/4" LAG BOLTS AND OVERSIZED WASHERS. LOCATION OF CU IS APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. 2. REFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THRU CU PAD. IN PVC CHASE, SEAL CHASE ENDS WATERTIGHT INSIDE & OUT. INSULATE SUCTION. 3. PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU BELOW GRADE TO JUST BEYOND EXTERIOR WALL. 4. EF-1: ROOF MOUNTED EXHAUST FAN WITH BACKDRAFT DAMPER. 5. ROUTE 10x10 GALVANIZED STEEL DUCT UP TO EF-1 ON ROOF. PROVIDE WITH BACKDRAFT DAMPER. SEE VENT DETAIL ON THIS SHEET. 6. 18X18 INTAKE LOUVER EQUAL TO RUSKIN EME520D. 7. CONTRACTOR TO PROVIDE H2 SENSOR 1' BELOW CEILING AND INTERLOCK TO EF-1. LE-1 WILL ACTIVATE WHEN H2 LEVELS REACH 1 % TOTAL VOLUME. AIR CONDITIONING UNIT SCHEDULE MARK AHU-4/CU-4 TYPE STRAIGHT COOL TOTAL COOLING CAP (MBH 0 ARI) 22.8 SENSIBLE COOLING CAP. (MBH ® ARI) - AHU CONFIGURATION WALL MOUNTED MINI SPLIT SUPPLY AIR (CFM) 680 OUTSIDE AIR (CFM) - EXTERNAL STATIC PRESS. (IN.WTR.) - EVAPORATOR FAN MOCP 15 VOLT/0 240/1 FLA .4 ELECTRIC HEAT KW - VOLT/0 - STAGES - COMPRESSORS NUMBER 1 VOLT/O 240/1 RLA/LRA (EA) 6.5/42.0 STAGING (%) 0-100 CONDENSER FAN MOCP 20 VOLT/0 240/1 MCA 11.6 FLA (EA) 9.5 AREA SERVED PHONE ROOM MANUFACTURER CARRIER AHU MODEL # 40BNCO24 CU MODEL 38BNCO24 MINIMUM EER OR SEER 14.0 SEER OPERATING WEIGHT (AHU/CU) 150/200 REMARKS 1-7 NOTES: 1. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 2. MCA = MINIMUM CIRCUIT AMPACITY 3. EXTERIOR INTERLOCK WIRING BETWEEN AHU AND CU MUST BE RUN IN LIQUIDTITE FLEXIBLE CONDUIT. 4. TRANE OR JANITROL COMPUYING WITH DESIGN PARAMETERS ARE APPROVED EQUALS. EXHAUST FAN SCHEDULE FAN NO. AIR EXTERNAL MOTOR DRIVE VOLT NOTES SUGGESTED OR SYMBOL QUANITY, CFM STATIC, IN WATER (MM WATER) POWER, HP RPM B� �D BELTMANUFACTURERS DIRECT PH (SEE SPECIFICATIONS) MAKE MODEL EF-1 550 0.25 1/15 1411 D 120/1 1,2,3,4 GREENHECK G-090—D NOTES: 1. PROVIDE WITH WHITE OR OFF—WHITE CEILING GRILLE. 2• PROVIDE WITH BACKDRAFT DAMPER. 3. PROVIDE CONTROL BY HYDROGEN SENSOR (H2). 4• PROVIDE WITH UNIT MOUNTED DISCONNECT 9 /LI //1A1N-FL60785 JOSE R. SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL:(407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 A(s,*Project number. 29122 www.Sgmengineering.com Copyright ©2009 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Z N 0 Garage E Mechanical Plan Z FORUME (VIA PHOTOCELL) PLAN KEY NOTES: 01 3/4" PLYWOOD PAINTED. ALL PLYWOOD TO BE PLACED BETWEEN HEIGHT 3'-0" AND 7'-0". 2-#12, 1-#12GND, THWN CU, J"C. Q BATTERY CHARGER. (VERIFY LOCATION WITH OWNER). POWER RISER NOTES: O 3-#3, THWN Cu, 1-1 /4"C. O2 3-#3, 1-#8 GND, THWN Cu, 1-1 /4"C. O3 100 AMP, 2P, S/N ENCLOSED CIRCUIT BREAKER, NEMA 3R ENCLOSURE. O4 1-#4 THWN Cu, GREEN GROUND WIRE, IN 1 /2"C. 5/8"0 x 10'L COPPERCLAD GROUND ROD. INSTALL ADDITIONAL GROUND RODS AS REQUIRED TO PROVIDE MAX. OF 25 OHMS RESISTANCE TO GROUND. r rn, ivy SERVICE) 5 POWER RISER DIAGRAM NOT TO SCALE PANEL G SERVICE 120/24OV-10-3W MINIMUM BREAKER AIC 10,000A LOCATION MAIN GARAGE ROOM RATING 100A M.L.O. MOUNTING SURFACE / NEMA-1 LOAD DESCRIPTION BKR KVA CKT. NO• KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC 0A 0B 0C TRIP POLES L-LIGHTS 20 1 0.5 1 2 1.21 20 1 R-EQUIPMENT-CABLE ROOM L-LIGHTS (1) 20 1 .15 3 4 1.2 20 1 R-EQUIPMENT-CABLE ROOM R-RECEPTACLES 20 1 0.9 5 6 1.0 20 1 R-EQUIPMENT-CABLE ROOM L-SITE LIGHTING 20 1 1 0.8 7 8 1.5 20 1 E-CHARGER M-CU-1 /AC-1 15 2 0.6 9 10 0.8 20 1 E-GARAGE DOOR OPENER M- - - 0.6 11 12 .36 20 1 R-RECEPTACLES E-EQUIPMENT RACK 20 1 .50 13 14 .361 20 1 R-RECEPTACLES R-RECEPTACLES 20 1 0.40 15 16 .36 20 1 R-RECEPTACLES S-SPARE 20 1 .201 17 18 - - 1 SPACE SPACE - 1 - 19 20 - - 1 SPACE SPACE - 1 - 21 22 - - 1 SPACE SPACE - 1 - 123241 1 - 1 SPACE SPACE - 1 - 25 26 - - 1 SPACE SPACE - 1 - 27 28 - - 1 SPACE SPACE - 1 - 29 30 - - 1 SPACE - - 31 32 _ 1- I I :: ' I- I I ,` 137I30 "_ i I 4 r ! TOTALS 1 2.71 12.0 3.41 13.4 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: B THIS CIRCUIT CONTROLLED BY PHOTOCELL. LIGHTING 1.45 1.25 1.81 RECEPTACLES - 1ST 10 KVA 5.78 1.00 5.78 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 1.20 1.00 1.20 EQUIPMENT 2.80 1.00 2.80 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.20 1.00 0.20 OTHER 0.00 1.00 0.00 TOTALS 11.43 11.79 CALCULATED AMPS: 49 - -- ----------- - ---------- -- --------- -- LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE LAMPS REMARKS AC 4' FLUORESCENT STRIP FIXTURE, ELECTRONIC BALLAST 120 2-F32T8 GARAGE BUILDING ETERIOORR W AD TERN WALLCHLORIDE 120 1-2P TRASH COMPACTOR, GARAGE BLDG. CONNECT TO UNSWITCH LEG AE CEL 120 OF ROOM LIGHTING CIRCUIT AX CHLORIDE CONNECT TO UNSWITCHED LEG EIXT SIGN RLNIRA 120 OF ROOM LIGHTING CIRCUIT EQUIPMENT - GROUNDING BAR FULL SIZE 1 I -0: 11l FULL Mak ►11 BONDING JUMPER NEUTRAL BUS ENCLOSURE (TYP) FULL SIZE GROUNDING ELECTRODE CONDUCTOR (SEE RISER DIAGRAM FOR SIZE) MAIN UNDERGROUND METAL WATER PIPE (BOND TO PIPING ONLY WHEN METAL PIPING IS 5/8"x10' GROUND RODS GROUNDING DETAIL NOT TO SCALE (SEAL) SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 J Orlando, Florida 32814 EB-00006208 ' 2 / (As Project number. 29122 J ( www.sgmengineering.com NESTOR D MARTINEZ-FL61756 Copyright ©2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 2� SHEET REVISIONS: EDITED BY: PROJECT N0, 09-2587 G a rag.e.._ Electrical ..................................... Plan E 19.49