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Home My WebLink About601 E 10 St (a)id r MlbSIONARY BAPTIST CHURCH 618 EAST 10TH STREET SANFU'A�Kwm"2'D, FL 32771 C0NFu'0"'6'RmMmED DU'4�CUMENTS December 28, 2012 ARCHITECT CPH ENGINEERS, INC 500 WEST FULTON STREET SANFORD, FL 32771 PHONE: (407) 322-6841 FAX: (407) 330-0639 E-MAIL: vtant D cphengineers.com CONTACT: VICTOR Q. TAN, AIA MEP ENGINEER CPH ENGINEERS, INC 500 WEST FULTON STREET SANFORD, FL 32771 PHONE: (407) 322-6841 FAX: (407) 330-0639 E-MAIL: dmatula a@cphengineers.com CON -FACT: DENNIS MATULA, PE SCOPE OF WORK: CIVIL / STRUCTURAL ENGINEER BRISTOL C. CONKLIN 2303 WASHINGTON AVE. SANFORD, FL 32771 PHONE: (407) 323-0522 E-MAIL: bconklinl@cfl.rr.com CONTACT: BRISTOL C. CONKLIN, PE PROVIDE NEW CONCRETE MASONRY BUILDING WITH THREE SEMINAR ROOMS AND AN OFFICE. THE 1,540 SQ. FT. BUILDING SHALL BE SEPARATED FROM THE EXISTING CHURCH SANCTUARY AND FELLOWSHIP HALL BY A FULLY GROUTED "4 HOUR" MASONRY WALL. THE ROOF SHALL BE SHINGLES AND SHEATHING ON P.E. WOODED TRUSSES AND THE FLAT ROOF OVER THE CONNECTING HALLWAY SHALL BE T.P.U. ON RIGID INSULATION OVER SHEATHING ON P.E. TRUSSES. INTERIOR WALLS SHALL BE GYPSUM BOARD ON METAL FRAMING AND THE FLOORING SHALL BE A COMBINATION OF CARPET AND VINYL TILE. THE SEMINAR ROOMS WILL HAVE ACOUSTICAL CEILING TILE AND THE 1 HR RATED HALLWAY WILL HAVE A GYPSUM CEILING. LIGHT FIXTURES, OUTLETS, TELEPHONE, DATA, PANELS, HVAC UNITS AND DIFFUSER SHALL BE PROVIDE PER MEP DRAWINGS AND SPECS. CERTIFICATION TO THE BEST OF THE ARCHI'i ECT'S KNOWLEDGE INFORMATION, AND BELIEF, THIS LSE^aICN IS IN COMPLIANCE WITH APPLICABLE CODES AND i.AWS. Dec 28, 2012 VICTOR Q. TAN, AIA DATE Arch_ Lic. No. AA2600926 Eng. C.O.A. No. 3215 Survey LB. No. 7143 Landscp.Llc. No. LC 0000298 --EMU 500 VVestl'ulturr :Street Sat /furrl, Florida ;:;277T Box 2808 4�rrufitr rl, .I'lvriclu 3277 ..2803 Phone 407 322-684.1 Fax 407 330-06:39 .!<:ng ineers Surveyu" Architects 111anrler; Landscape Architects nvironn,jefttfjl St4eratists construction McY iagement Traffic/Trausportatiun BEng. G.O.A. -No. 32.15 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lranatsep. Lic. No. LCOU00298 02012 0 kl- HI< H l< lz A1.0 FLOOR PLAN AND SCHEDULES C� A1.1 REFLECTED CEILING PLAN A1.2 ROOF PLAN A2.0 ELEVATIONS �o A3.0 BUILDING SECTION AND DETAILS All BUILDING SECTION AND DETAILS S1.0 FOUNDATION PLAN AND DETAILS S2.0 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS MECHANICAL - ELECTRICAL Lu M0.1 MECHANICAL SCHEDULES M1.0 MECHANICAL PLAN - HVAC s M2.0 MECHANICAL DETAILS E1.0 ELECTRICAL LIGHTING PLAN E2.0 ELECTRICAL POWER PLAN SP1.1 MECHANICAL SPECIFICATION c� SP1.2 MECHANICAL SPECIFICATION > c > Arch_ Lic. No. AA2600926 Eng. C.O.A. No. 3215 Survey LB. No. 7143 Landscp.Llc. No. LC 0000298 --EMU 500 VVestl'ulturr :Street Sat /furrl, Florida ;:;277T Box 2808 4�rrufitr rl, .I'lvriclu 3277 ..2803 Phone 407 322-684.1 Fax 407 330-06:39 .!<:ng ineers Surveyu" Architects 111anrler; Landscape Architects nvironn,jefttfjl St4eratists construction McY iagement Traffic/Trausportatiun BEng. G.O.A. -No. 32.15 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lranatsep. Lic. No. LCOU00298 02012 0 kl- HI< H l< lz C� IT cr, �o Lu s c� > c > 2 z v oar'< o°iL w trT_� VJ f��E+.y1 0 oZ �z NdvI Sheet N®. CS NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION lix Ll a� QUILLING PERMIT SUBMITTAL Simi 500 West lulton .Street Sanford, Florida 32771 P. 0. BOX 2808 Sanford, Floriclsc x;2772-'2803 llhone 407 312_6844. F'a:r 407 330-06:39 Engineers sloveyors Arc:lti tec: is Plcinners Landscape Architects Environmental Scientists construction AVIA al eynent Survey L..B. Nu. 71=13 Aech..Lic. N'o. AZ12600926 L,andsc p. C,ic'..Nu. I,C0000298 @ '20,,12 t.J t' YYIIVl:1J VVVMMl%l UVt_M 0fVId-U_L *`7 �,+f SLr t.,/!"Kr'•[VVl1V e`�. --.- .... , :, „�vr..Jtv��r-e [..:.. "-iv i vi::r!_rityt BRG BEARING HR HANDRAIL SECT SECTION 7. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FACILITIES DURING CONSTRUCTION BEL BELOW HBD HARDBOARD, SHTH SHEATHING r w �- ALL FLUOR ELEVATIONS ARE GIVEN TO "TOP OF GONG. SLAB (TOG), TOP OF WALL FOR THE COMPLETE BUILDING OPERATION. THIS SHALL BE TEMPORARY ACCESS, EXIT, CORRIDORS, f3I=T BETWEEN n TOW O.. TOP . F E LIGHTING, .__ R a C) FLOUR r INII I (FEE), AS INDICATED. �.J. FIRE PRO HDW HARDWARE SH'r SHEET (TOW), ( ),PROTECTION, MAIN CORRIDOR PROTECTION, A/C &ALL INFRASTRUCTURE REQUIRED BIT BITUMINOUS HDWD HARDWOOD SM SHEET METAL �1 ` IE'�..<::C r ' DURING THE FINAL STORE OPERATION.to BLK BLKG HD HEAD SV SHEET VINYL ` s 10. PERFORM ALL WORK IN A WORKMANLIKE MANNER. BD BOARD HTG HEATING SH SHELF, SHELVING" `°;•:1% , "` x> �. €< z GENERAL RAL CONTRACTOR SHALL REMOVE ALL TEMPORARY ITEMS AT THE COMPLETION OF WORK BOT BOTTOM HVAC 1-1EATINGAlENTI�TING/ SHR SHOWER '- 11. ALL GYPSUM BOARD WORK REQUIRES CORNER BEADS AND NEEDS TO BE AS REQUIRED. �n }—.. BW BOTTOM OF WALL AIR CONDITIONING SIM SIMILAR r y APPROVED BY THE ARCHITECT AND INSPECTOR BEFORE FINISHING IT. BKT' BRACKET ��• HT HEIGFIT SKLT SKYLIGHT 9- GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWIGNS 1r ; y: BRK BRICK HPT HIGH POINT SOG SLAB ON GRADE " �` s, �' b � r u 12. ALL DISTANCES, DATA AND EXISTING STRUCTURES AND UTILITIES ABOVE OR INCLUDING ALL REVISIONS AND ADDENDA. �R r #:tfi t)f r ., Lit) BRZ BRONZE HC HOLLOW CORE SD SOAP DISPENSER ,a BELOW THE GROUND, WITHINTHE LIMITS OF `rHl S PROJECT" SHALT !3E CHECKED 3Y BLDG BUILDING HM HOLLOW METAL STC SOUND TRANSMISSION THE CONTRACTOR. IN CAST OF CONFLICT, THEARCHITECT SHALL BE NOTIFIED '10. GENERAL CONTRACTOR SHALL 6E RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND - 3 3:>-1. _•....... - ..... BUR BUILT-UP ROOFING HB HOSE BIBB CLASS " M IMMEDIATELY IN ORDER THAT CLARIFICATION MAY BE MADE. REQUIREMENTS DURING CONSTRUCTION. _ ! If " �" CAB CABINET HORIZ. HORIZONTAL S SOUTH 13. CONTRACTOR SHALL VERIFY AND PROVIDE ALL SI"rE SURVEY REQUIRED FOR 11. AFTER COMPLETION, GENERAL CONTRACTOR SHALL CLEAN WHERE EVER SUCH CLEANING IS GUH CABINET UNIT HEATER IN INCH Sc SOLID CORE - THE WORK OF THIS PROJECT. REQUIRED, INCLUDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. REMOVE CPT CARPET (ED) INCL INCLUDE(D), (ING) SPEC SPECIFICATION 618 EAST 1 UTH STREET 1'1"�UP}1 THE PREMISES TRASH, TOOLS, EQUIPMENT AND EXCESS CUNSTRUCTIQN MATERIALS. CI CAST IRON IC INSIDE CLEAR SA SPRAY ACOUSTIC SANFORO, FL 14. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACC'OMPLI81HIN�3 CB CATCH BASIN ID INSIDE DIAMETER SQ SQUARE WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS AND 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE TO CLG CEILING INSUL INSULATE(D), (ION) 3/3 STAINLESS STEEL SHALL BE INCLUDED AS PART" OF THE CONTRACTOR'S WORK- COMPLETE THE WORK OUTLINED IN THESE DOCUMENTS, INCLUDING ITEMS WITHIN THE SPACE CEM CEMENT INT INTERIOR ST STAIR ABOVE THE CEILINGS (STRUCTURAL MEMBERS CONDUITS, MECHANICAL DUCTS, INSULATION GTR CENTER INV INVERT STD STANDARD RECESSED LIGHT FIXTURES, AND CEILING CONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTOR CT CERAMIC TILE JAN JANITOR STA STATION SHALL BE RESPONSIBLE TO MAINTAIN THE FINISHED CEILING HEIGHT ABOVE THE FLOOR AS GCHALK JT JOINTS STL STEEL STANDARD SYMBOLS INDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS. GOo CLEAN OUT UT J JOIST STO STORAGE C R CLEAR KIT KITCHEN STRUC STRUCTURAL 13. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LWS HAVING CLO CLOSET LAM LAMINATE SUSP SUSPENDED ,41JP.SSD4GTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE DRAWINGS. COL COLUMN LAV LAVATORY SYS SYSTEM a KEY NOTE COMP COMPRESS(ED), (ION), LCC LEAD COATED COPPER TKBD TACKBOARD '14- CONTRACTOR WILL VERIFY WITH THE A.A.A., A.E.E. AND THIN PUBLIC WORK DEPARTMENT THE (ISLE) LH LEFT HANDE TEL TELEPHONE LOCATION OF ALL INFRASTRUCTURE, EVEN IF THEY ARE NOT SHOWN ON DRAWINGS. CONC CONCRETE LT LIGHT TEMP TEMPERED REVISION TAG CMU CONCRETE MASONRY UNIT LS LIGHT SWITCH TC TERRA COTTA '16. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION WALLS IF THEY ARE REQUIRED CONST CONSTRUCTION LWT LIGHT WEIGHT Tz TERAZZO CONT. CONTINUOUS LTL LINTEL TEX TEXTURED DOOR TAG _0 DURINGTHE CONSTRUCTION PROCESS. '� CONTR CONTRACTOR) LVR LOUVER THK THICK(NESS) 16. GENERAL CONTRACTOR SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT, TOOLS, CJT CONTROL JOINT MACH MACHINE TPD TOILET PAPER q'j LABOR AND SERVICES NECESSARY FOR COMPLETION OF THE PROJECT. CG CORNER GUARD 8113 MACHINE F30DT DISPE=NSER A WINDOW TAGry CORR CORRIDOR MH MAN HOLE T&G TOUNGE AND GROOVE 17. GENERAL CONTRACTOR SHALL PERFORM ALL WORK ALL WORK IN CONFORMITY WITH THOSE CTSK COUNTERSINK MFR MANUFACTURE (ER) T&B TOP AND BOTTOM LAWS HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE CRS COURSE MAS MASONRY TC TOP OF CONCRETE A CYD CUBIC YARD MO MASONRY OPENING TF TOP OF FOOTING I'AIiT"1 ITON TYPE DRAWINGS. DEPT DEPARTMENT MTRL METERIAL(S) TJ TOP OF .JOIST DTL DETAIL MAX MAXIMUM TSL TOP OF SLAB 18. SHO,' r DRAWINGS: DIAD DIAGONAL MECH MECHANICAL TST TOP OF STEEL A. SUBMIT A SCHEDULE OF SHOP DRAWINGS PRIOR TO COMMENCING WORK. W ER MTD METAL TR TREAD DISH DIAMETER me MEDICINE CABINET TW TOP OF WALL AND SPECIFICATIONS, WITH AMPLE TIME TO REVIEW AND APPROVE. 7 B. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVISION WHERE REQUIRED BY PLANS DIM DIMENSION MED MEDIUM -PN TOWEL BAR COLUMN DESIGNATION H SIGN C. ALL SHOP DRAWINGS, INCLUDIGN EQUIPMENT AND MATERIALS, SHALL BE REVIEWED AND DW W DISPENSER MIN MINIMUM TRANS TRANSPARENT APPROVED BY THE ARCHITECT PRIOR TO ORDERING OF FABRICATION. DISP DISPOSAL MISC MISCELANEOUS TYP TYPICAL I 19_ GENERAL CONTRACTOR TO SUBMIT TIMEFRAME & CONSTRUCTION PHASES SCHEDULE. DR DOUR MIR MIRROR UC UNDERCUT DO DOUR OPENING MOD MODULAR UL UNDERWRITER R00M 20. GENERAL CONTRACTOR TO PROVIDE OWNER WITH ONE COMPLETE= SET OF ACCURATE, DBL DOUBLE MR MOISTURE RESISTANTr "1' UNO UNLESS NOTED 10? ROOM NAME & NUMBER DA DOUBLE ACTING MLDG MOLDING, MOULDING OTHERWISE FULL-SIZED AS -BUILT RECORD DRAWINGS FOR PE=RMANENT RECORD. Na3 DN DOWN MTD MOUNTED UR URINAL 21. FULLY WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR 1 YEAR FROM DATE OF DWR DRAWER MULL MULLION VERT VERTICAL ri00DA EC.2UIPMENT REFERENCE ACCEPTANCE. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DWG DRAWING NAT NATURAL VG VERTICAL GRAIN DEFECTIVE DURING WARRANTY PERIOD. EXTEND ALL MANUFACTURER'S WARRANTIES TO THE DF DRINKING FOUNTAIN NOM NOMINAL. VIE- VERIFY IN FIELD � j EA EACH NC NONCORROSIVE VEST VESTIBLE] �J �d1 ^�1J OWNER. E EAST N NORTH VP VENEER PLASTER � `� ELEC ELECTRIC(AL) NA NOT APPLICABLE VIN VINYL NORTH ARROW EWC ELECTRIC WATER COOLER NIC NOT IN CONTRACT VCT VINYL COMPOSITION TILE4 W EL ELEVATION PITS NOT TO SCALE VWC VINYL WALL COVERING �� d ; ELEV ELEVATOR NO NUMBE=R WC WATER CLOSET Uj r EMER EMERGENCY OC ON CENTER WH WATER HEATER 0 ENC ENCLOSE (URE) OPNG OPENING WR WATER RESISTANT NAME PROPOSED ELEVATION ENG ENGINEER(ING) OPP OPPOSITE WP WATERPROOFING ELEVATION ENAM ENAMAL OPH OPPOSITE HAND WT WEIGHT til EPT EPDXY PAINT(ED) OZ OUNCE WWF WELDED WIRE FABRIC 0 ECS EQUAL OD OUTSIDE" DIAMETER WWM WELDED WIRE ME=SH Q EQUIP EQUIPMENT UA OVERALL W WEST, WIDTH, WIDE 101-0" EXH EXHAUST OH OVER HEAD WIN WINDOW DIMENSION LINES dp o EX EXISTING PTD PAINT(ED) WG WIRE GLASS EXP'D EXPOSED PR PAIR WM WIRE MESH EXP EXPANSION, EXPOSED PNL PANEL wl WITH EJT EXPANSION JOINT PBD PARTICLE BOARD W!O WITH OUT EXT EXTERIOR PTN PARTITION WD WOOD EIFS EXTERIOR INSULATION & PVMNT PAVEMENT WPT WORK POINT ELEVATION REFERENCE FINISH SYSTEM PVI~:S PAVERS WI WROUGHT IRON EXTD EXTRUDED PERF PERFORATE(D) FAB FABRIC PLAS PLASTER z FWC FABRIC WALL COVERING P -LAM PLASTIC LAMINATE 0 FOC FACE OF CONCRETE PL PLATE A .2 SECTION REFERENCE FOF FADE OF FINISH PWD PLYWOOD o LTJ � FOM FACE OF MASONRY PNT POINT ce cN FIN FINISH(ED) PT PORCELAIN TILE ,��co n FF FINISHED f LOUR PSF POUNDS PER SQUARE i �� FA FIRE ALRAM FOOTA i DETAIL INDICATOR 0 C LL FE w _ y°" FIRE EXTINGUISHER PSI POUNDS PER SQUARE ' CD FEC FIRE EXTINGUISHER INCH CABINETPFB PRE=FABRICATE (D) BREAK LINE � LL � CL � FHC FIRE HOSE CABINET PM PRESSED METALAL FPRF FIREPROOF PROP PROPOSED caz FR FIRE RATING QTY QUANTITY CL. CENTER LINE FT FIRETREATED CIT QUARRY TILE � � V? FIXT FIXTURE FLG FLASHING Lj Uj FLR FLOOR(ING) FD FLOOR DRAIN FLOUR FLOURESCENT FTG FOOTING FON FOUNDATION FRM FRAME FS FULL SIZE FURR FURRED (ING) Sheet No. GSOO NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION BUILDING PERMIT SUBMITTAL ----------------- GENERAL SPECIFICATION STANDARDS AS SHOWN ON THE PARTITION SCHEDULE OR TO COLUMN GRID LINES OR FACE OF CONCRETE OR HALF ON EACH SIDE OF OPENING PER METAL STUD HEADER SCHEDULE ON TYPICAL DETAIL 06173 WOOD TRUSSES: <, 5 r_ ACCEPTABLE MANUFACTURERS - <J> QUALITY ASSURANCE DIVISION 1 - GENERAL REQUIREMENTS DIVISION 5 - METALS A. MANUFACTURERS OF FOAMED -IN-PLACE MASONRY INSULATION: SUBJECT TO A. MANUFACTURING STANDARDS: PROVIDE INSULATION PRODUCED BY SINGLE AND <D THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS OTHER THAN GENERAL BUILDING COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS FROM THE FOLLOWING: APPROVED MANUFACTURER. THE PRODUCT MUST COME FROM THE MANUFACTURER PERMITS REQUIRED FOR SUCH WORK SHOWN ON THE DRAWINGS. 05400 COLD FORMED METAL FRAMING: <T> WOOD TRUSS SHOP DRAWINGS SHALL BE SUBMITTED WITH A COVER SHEET INDICATING THE PRE -MIXED TO ENSURE CONSISTENCY. SUCH PERMITS SHALL BE OBTAINED BEFORE STARTING THE WORK. SEPARATE PERMITS MAY BE B. INSTALLER QUALIFICATIONS FOR FOAMED -IN-PLACE MASONRY INSULATION: REQUIRED FOR THE INSTALLATION OF EXTERIOR SIGNAGE. THE CONTRACTOR SHALL ACQUIRE FOLLOWING WIND DESIGN CRITERIA USED: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, DESIGN, FABRICATIONS AND ERECTION SHALL CONFORM TO AISI "SPECIFICATIONS FOR THE -FILL PLACED JOISTS OR RAFTERS AT ALL SUPPORTS. ENGAGE AN EXPERIENCED DEALEFQAPPLICATOR WHO HAS BEEN TRAINED AND THESE PERMITS AND PAY ALL REQUIRED FEES PRIOR TO THE SIGNAGE INSTALLATION. THE DRAWINGS BUT IN NO CASE LESS THAN T-8" MINIMUM CLEAR. DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. ALL METAL 10 2X SOLID BLOCKING SHALL BE BETWEEN LICENSED BY THE PRODUCT MANUFACTURER AND WHICH HAS NOT LESS THAN THREE HICKORY, N.C. 28603, (800) 627-1687 STUDS SHALL BE GALVANIZED. YEARS DIRECT EXPERIENCE IN THE INSTALLATION OF THE PRODUCT USED. <-2 > THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUSTRADE ITEMS WITHIN HEIGHT. THE TRUSS SHOP DRAWINGS SHALL ALSO CLEARLY INDICATE THE GROSS AND NET WIND 11 ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN - THE SPACE ABOVE THE CEILINGS (STRUCTURAL MEMBERS, CONDUITS, MECHANICAL DUCTS, ISIO 3 - CONCRETE ALL 43 IVIIL AND 33 MIL STUDS, JOISTS, TRACK, BRIDGING, END CLOSURES AND ACCESSORIES MANUFACTURERS A. HANDRAILS AND RAILINGS: SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENINGS- C_ WARRANTY: UPON REQUEST, A ONE YEAR PRODUCT' AND INSTALLATION INSULATION, LIGHT FIXTURES AND CEILING CONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTOR Q i < SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF AISI WARRANTY WILL BE ISSUED BY BOTH THE MANUFACTURER AND INSTALLER. SHALL BE RESPONSIBLE TO MAINTAIN THE FINISHED CEILING HEIGHT ABOVE THE FLOOR As `SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" WITH A <a> PROVIDE NAILING AS OUTLINED IN THE FLORIDA BUILDING CODE TABLE 2306.1 FASTENER D. FIRE PERFORMANCE CHARACTERISTICS-- PROVIDE INSULATION MATERIALS WHICH INDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS. MINIMUM YIELD OF 33,000 PSI (U.N.O.), 1. C. R. LAURENCE CO., INC;: WWVV.CRLAURENCE.COM. TABLE;UNLESS NOTED OTHERWISE. ARE IDENTICAL TO THOSE WHOSE FIRE PERFORMANCE CHARACTERISTICS, As LISTED Q), DO NOT SCALE DRAWINGS- <a> ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED <Q> PRESSURE TREATMENT PROCESS SHALL CONSIST OF COPPER CHROMIUM ARSENIC (CCA) OR FOR EACH MATERIAL OR ASSEMBLY OF WHICH INSULATION IS A PART, HAVE BEEN 2. THE WAGNER COMPANIES: WWW.WAGNERCOMPANIES.COM. FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE COATING, MEETING ASTM A 053. INDICATED FOR MATERIALS, COMPLIANCE WITH REFERENCED STANDARDS, AND ALKALINE COPPER QUATERNARY (ACO). DETERMINED BY TESTING, PER METHODS INDICATED BELOW, BY A TESTING AGENCY <j> ALL FLOOR ELEVATIONS SHOWN REFER TO FINISHED SURFACES UNLESS OTHERWISE NOTED. CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS <j> RAILINGS -GENERAL REQUIREMENTS CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL ACCEPTABLE TO AOTHORITIE3 HAVING JURISDIGTION. OTHER CHARACTERISTICS. UNLESS NOTED, ALL SCREWS OR PINS SHALL BE NON CORROSIVE NO. B-18 (D=,126") OR 14METAL PRODUCTS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE CORROSION RESISTANT. A. DESIGN, FABRICATE, AND TEST RAILING ASSEMBLIES IN ACCORDANCE WITH THE MOST CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR *TRUSS TO TRUSS, TRUSS TO GIRDERS, AND LARGER (DO NOT USE STAINLESS STEEL OR COPPER COATED FASTENERS). B. FOAMED -IN-PLACE MASONRY INSULATION: TWO COMPONENT THERMAL INSULATION PROVIDED GALVANIZED OR STAINLESS STEEL. FA!3 FENER3 IN ACCORDANCE WITH THE 1, PRODUCT MUST BE CLA`.).AFIFD BY UNDERWRITERS LABORATORY C) ("UL") AS <DDETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR A. FOUNDATIONS 3000 PSI STRINGENT REQUIREMENTS OF ASTM E985 AND APPLICABLE LOCAL CODE. RECOMMENDATIONS OF THE S1PEGIFIC WOOD PRESERVATIVE MANUFACTURER. TO SURFACE BURNING GHARAGTlL:'RIS'TIC8 MODIFICATIONS MAY BE REQUIRED TO SUIT JOB GQNDITIONS AND SHALL BE INCLUDED As PART OF <:5:> UNLESS NOTED, TRACKS SHALL BE SAME DEPTH AS STUDS OR JOISTS AND EQUAL OR B. SLAB -ON -GRADE 3000 PSIPRODUCED 2. FIRE RESISTANCE RATINGS: ASTM r-119 THE CONTRACTOR'S WORK. THICKER GAUGE THAN STUDS OR JOISTS. TRACKS SHALL BE CONNECTED TO SUPPORTS AT BY COMBINING A PLASTIC RESIN AND CATALYST FOAMING AGENT 3. SURFACE BURNING CHARACTERISTICS: ASTM E-84 C. MASONRY GROUT 3000 PSI 16" MAX. STUDS OR JOISTS SHALL BE CONNECTED TO TRACKS AT EACH SIDE. WITHOUT DAMAGE TO CONNECTIONS OR MEMBERS. TRUSS MANUFACTURER'S QUALIFICATIONS: PROVIDE TRUSSES BY A FIRM WHICH HAS A RECORD OF 4. COMBUSTION GHARAGITFRVSI-IGS: ASTM E-136 DIMENSIONS SHOWN ON THE FLOOR PLANS, PLANS AND SE=CTIONS ARE TO FACE OF GYPSUM BOARD <a> THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING SHALL BE PLACED D. BEAMS 4000 PSI Elm500 West Fultull Street Sanford, Florida 32771 T'. O.Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841. Fax /107 330-0639 Engineer:.- a Sz , rveyors Architects .1-11anners Landscape Architects Environmental Scientisk; C'onstruction 1'rafficl Transportation Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lanetsep. L.ic..No. LCO000298 (D-7012 _ AS SHOWN ON THE PARTITION SCHEDULE OR TO COLUMN GRID LINES OR FACE OF CONCRETE OR HALF ON EACH SIDE OF OPENING PER METAL STUD HEADER SCHEDULE ON TYPICAL DETAIL 06173 WOOD TRUSSES: <, 5 r_ ACCEPTABLE MANUFACTURERS - MASONRY UNLESS OTHERWISE NOTED OR SHOWN. SHEET. A. MANUFACTURERS OF FOAMED -IN-PLACE MASONRY INSULATION: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS FROM THE FOLLOWING: <Z> WHERE AISLES MAY OCCUR LEADING TO EXITS, THEYSHALL HAVE A CLEAR WIDTH A -;I SHOWN ON <T> WOOD TRUSS SHOP DRAWINGS SHALL BE SUBMITTED WITH A COVER SHEET INDICATING THE 1. "CORE 500"; TAILORED CHEMICAL PRODUCTS, P.O. DRAWER 4186, 05520 HANDRAILS: FOLLOWING WIND DESIGN CRITERIA USED: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, -FILL THE DRAWINGS BUT IN NO CASE LESS THAN T-8" MINIMUM CLEAR. IMPORTANCE FACTOR, INTERNAL PRESSURE COEFFICIENT (OR ENCLOSURE TYPE), AND MEAN ROOF HICKORY, N.C. 28603, (800) 627-1687 < HEIGHT. THE TRUSS SHOP DRAWINGS SHALL ALSO CLEARLY INDICATE THE GROSS AND NET WIND z V DIN ISIO 3 - CONCRETE <D MANUFACTURERS A. HANDRAILS AND RAILINGS: PRESSURES APPLIED TO INDIVIDUAL TRUSSES. INSULATING MATERIALS Q i < cJ 1. C. R. LAURENCE CO., INC;: WWVV.CRLAURENCE.COM. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BEA A. GENERAL: PROVIDE INSULATING MATERIALS WHICH COMPLY WITH REQUIREMENTS 03300 CAST -IN-PLACE CONCRETE' 2. THE WAGNER COMPANIES: WWW.WAGNERCOMPANIES.COM. FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE INDICATED FOR MATERIALS, COMPLIANCE WITH REFERENCED STANDARDS, AND w <a> CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS <j> RAILINGS -GENERAL REQUIREMENTS CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL OTHER CHARACTERISTICS. AT 28 DAYS: A. DESIGN, FABRICATE, AND TEST RAILING ASSEMBLIES IN ACCORDANCE WITH THE MOST CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR *TRUSS TO TRUSS, TRUSS TO GIRDERS, AND B. FOAMED -IN-PLACE MASONRY INSULATION: TWO COMPONENT THERMAL INSULATION A. FOUNDATIONS 3000 PSI STRINGENT REQUIREMENTS OF ASTM E985 AND APPLICABLE LOCAL CODE. OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY. B. SLAB -ON -GRADE 3000 PSIPRODUCED B. ALLOW FOR EXPANSION AND CONTRACTION OF MEMBERS AND BUILDING MOVEMENT BY COMBINING A PLASTIC RESIN AND CATALYST FOAMING AGENT C. MASONRY GROUT 3000 PSI WITHOUT DAMAGE TO CONNECTIONS OR MEMBERS. TRUSS MANUFACTURER'S QUALIFICATIONS: PROVIDE TRUSSES BY A FIRM WHICH HAS A RECORD OF SURFACTANT WHICH, WHEN PROPERLY RATIONED AND MIXED, TOGETHER WITH D. BEAMS 4000 PSI AT LEAST YEARS OF SUCCESSFULLY MANUFACTURING TRUSSES SIMILAR TO TYPE INDICATED AND COMPRESSED AIR PRODUCE A COLD -SETTING FOAM INSULATION IN THE HOLLOW CORES ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. CDIMENSIONS: SEE DRAWINGS FOR CONFIGURATIONS AND HEIGHTS. C. WHICH COMPLIES WITH THE FOLLOWING REQUIREMENTS FOR QUALITY CONTROL OF HOLLOW UNIT MASONRY WALLS. 1. TOP RAILS AND WALL RAILS: 1-112 INCHES DIAMETER, ROUND. <2> ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS.- 2. INTERMEDIATE RAILS: 1-1/2 INCHES DIAMETER, ROUND. C. FIRE -RESISTANCE RATINGS: MINIMUM FOUR (4) HOUR FIRE RESISTANCE WALL RATING A. CONCRETE SLUMP SHALL SE INCHES PLUS OR MINUS 1". 3. POSTS: 1-112 INCHES DIAMETER, ROUND. <D MANUFACTURER PRACTICES A QUALITY CONTROL PROGRAM WHICH COMPLIES WITH, OR 13 (ASTM E-119) FOR 8- AND 12" CONCRETE MASONRY UNITS WHEN USED IN STANDARD B. CONCRETE SHALL HAVE 2 TO -A PERCENT. AIR ENTRAINMENT. D. PROVIDE ANCHORS AND OTHER COMPONENTS AS REQUIRED TO ATTACH TO STRUCTURE, COMPARABLE TO, ONE PUBLISHED IN TPI "QUALITY CONTROL MANUAL" AND WHICH INVOLVES TWO (2) HOUR RATED CMUS. C. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RA -110 OF 0.58. MADE OF SAME MATERIALS AS RAILING COMPONENTS UNLESS OTHERWISE INDICATED; INSPECTION BY AN INDEPENDENT INSPECTION AND TESTING AGENCY ACCEPTABLE TO ARCHITECT <1> CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AC! 301 CHAPTER 3, WHERE EXPOSED FASTENERS ARE UNAVOIDABLE PROVIDE FLUSH COUNTERSUNK AND AUTHORITIES HAVING JURISDICTION. D. SURFACE BURNING CHARACTERISTICS: MAXIMUM FLAME SPREAD, SMOKE DEVELOPED AND METHOD 1 OR METHOD 3. CONTRACTOR `SHALL SUBMIT BACKUP DATA PER CHAPTER 6 SECTION 5.3 FASTENERS. FUEL CONTRIBUTED OF 0, 5 AND 0 RESPECTIVELY. OF AGI 318 LATEST EDITION. E. PROVIDE SLIP-ON NON -WELD MECHANICAL FITTINGS TO JOIN LENGTHS, SEAL OPEN ENDS, <a> WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE 1. COMBUSTION CHARACTERISTICS: MUST BE NONCOMBUSTIBLE, CLASS A ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO AND CONCEAL EXPOSED MOUNTING BOLTS AND NUTS, INCLUDING BUT NOT LIMITED TO ELBOWS, T -SHAPES, SPLICE CONNECTORS, FLANGES, ESCUTCHEONS, AND WALL CONNECTORS MANUFACTURED BY A MEMBER FIRM OF TPI. BUILDING MATERIAL. ASTM A-615 GRADE 60- SUBMIT ALL REINFORCING STEEL & SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. BRACKETS. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL <E> 2. THERMAL VALUES' "R" VALUE OF 4.91/INCH @ 32 DEGREES F MEAN: ASTM C-177. CONCRETE COVER FOR REINFORCING STEIF1, SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. <73> ALUMINUM MATERIALS CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS. EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS AND EQUAL OR GREATER LOAD CAPACITIES ARE 3. SOUND ABATEMENT: MINIMUM SOUND TRANSMISSION CLASS ("STC") RATING OF 53 A. ALUMINUM PIPE: SCHEDULE 40: ASTM B429/B429M, ASTM B241/8241M, OR ASTM B483/B483M. ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT. AND A MINIMUM OUTDOOR INDOOR TRANSMISSION CLASS ('IOITCI') RATING OF 44 FOR 0 <D WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. WELDED WIRE FABRIC, Smt..L BEE_ LAPPED B. NON -WELD MECHANICAL FITTINGS: SLIP-ON CAST ALUMINUM, FOR SCHEDULE 40 PIPE, 8" WALL ASSEMBLY (ASTM E 90-90). .tp AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. WITH FLUSH SETSCREWS FOR TIGHTENING BY STANDARD HEX WRENCH, NO BOLTS OR <Z> TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. > 0) SCREW FASTENERS. E. ENVIRONMENTAL SAFETY: fy Q), LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. C. EXPOSED FASTENERS: NO EXPOSED BOLTS OR SCREWS. <a> INSTALL BRIDGING AND BRACING TO TRUSS WEBS AND BOTTOM CHORDS PER TRUSS 1. CORE -FILL 500T"' COMPLIES EASILY WITH ALL RELEVANT CODES AND STANDARDS <A> FABRICATION REQUIREMENTS. (SBBCI, BOCA, ICBO, DOE, HUD, EPA, ASTM AND OTHERS). SINCE IT CONTAINS NO ALL CONCRETE WORK SHALL CONFORM -1-0 ACI 318 LATEST EDITION POLYSTYRENES, POLYI SOCYAN U RATES, POLYURETHANE OR PETROCHEMICALS, IT IS POLYSTYRENES, A. ACCURATELY FORM COMPONENTS TO SUIT SPECIFIC PROJECT CONDITIONS AND FOR TO BUILDING STRUCTURE. TIE DOWN CONNECTORS PERMANENTLY EXPOSED TO WEATHER SHALL RECEIVE A SIMPSON Z -MAX COMPLETELY SAFE FOR -THE ENVIRONMENT. <j> PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. "THE BUILDING CODE PROPER CONNECTION TRIPLE ZINC COATING OR ENGINEER ACCEPTED' EQUIVALENT. REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND ACI 301 "SPECIFICATIONS FOR B. FIT AND SHOP ASSEMBLE COMPONENTS IN LARGEST PRACTICAL SIZES FOR DELIVERY TO <D7 INSPECTION AND PREPARATION STRUCTURAL CONCRETE FOR BUILDINGS." SITE. DIVISION 7 - THERMAL & MOISTURE PROTECTION A. APPLICATION ASSEMBLIES: <g> ALL CONCRETE DETAILS'SHALL CONFORM 1-0 ACI 315 LATEST E---01'1'IQN "MANUAL OF STANDARD G. FABRICATE COMPONENTS WITH JOINTS TIGHTLY FITTED AND SECURED. PROVIDE SPIGOTS 1. BLOCK WALLS: 8" CONCRETE MASONRY UNITS PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" UNLESS NOTED OTHERWISE ON AND SLEEVES TO ACCOMMODATE SITE ASSEMBLY AND INSTALLATION. THE DRAWINGS. <a> ALUMINUM FINISHES INSTALLATION OF FOAMED-IN-PLACIE" INSULATION CONTRACTOR SFIALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND -THESE A. PIGMENTED ORGANIC COATING SYSTEM: AAMA 2603 POLYESTER OR ACRYLIC BAKED 07212 BOARD AND BATT INSULATION A. GENERAL; INSTALL FOAMED -IN-PLACE INSULATION FROM INTERIOR, ORAS SPECIFIED, SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, SLOPES, ECT. ITEMS ENAMEL FINISH. PRIOR TO INSTALLATION OF INTERIOR FINISH WORK AND AFTER ALL MASONRY AND SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. B. COLOR: AS SHOWN ON DRAWINGS. , COMPLYING WITH ASTM C 1289; <1> POLYISOCYANURATE BOARD INSULATION: RIGID CELLULAR FOAMIT S TRUC_RJRAL CONCRETE WORK 13 IN PLACE; COMPLY WITH MANUFACTURER'S TYPE 1, ALUMINUM FOIL BOTH FACES; CLASS 2, GLASS FIBER -REINFORCED CORE. INSTRUCTIONS. <a> CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE & INSTALLATION WITH AS E 84. A. FLAME SPREAD INDEX: 75 OR LESS, WHEN TESTED IN ACCORDANCE W �l PLACEMENT. 'HOOKS R' A. INSTALL IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS. B. SMOKE DEVELOPED INDEX: 450 OR LESS, WHEN TESTED IN ACCORDANCE WITH ASTM E 84. 1. INSTALLATION: FILL ALL OPEN CELLS AND VOIDS IN HOLLOW CONCRETE MASONRY l m a <13 BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. SHALL BE B. INSTALL COMPONENTS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION C. COMPRESSIVE STRENGTH: 16 PSI (110 KPA) WALLS WHERE SHOWN ON DRAWINGS. THE FOAM INSULATION SHALL BE PRESSURE PROVIDED AT TOP BARS AT BEAM ENDS AND SLAB EDGES. OR DEFECTS, WITH TIGHT JOINTS. D. BOARD SIZE: 48 X 96 INCH (1220 X 2440 MM). INJECTED THROUGH A SERIES OF 5/8" TO 7/8" HOLES DRILLED INTO EVERY VERTICAL 0 CONTRACTOR SHALL PROVIDE CHAIR -S, BOLSTERS, SPACERS, ECT. As REQUIRED TO SECURELY C. ANCHOR RAILINGS SECURELY TO STRUCTURE. E. BOARD THICKNESS: 1 INC -I (25 MM). COLUMN OF BLOCK CELLS (EVERY 8" ON CENTER) BEGINNING AT AN APPROXIMATE SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL BE PLASTIC SUPPORT HEIGHT OF FOUR (4) FEET FROM FINISHED FLOOR LEVEL. REPEAT THIS PROCEDURE _111 -z - REINFORCEMENT. TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE ENVIRONMENTS, SUPPORT <a> MINERAL FIBER BATT INSULATION: FLEXIBLE PREFORMED BATT OR BLANKET, COMPLYING WITH AT AN APPROXIMATE HEIGHT OF TEN (10) FEET ABOVE THE FIRST HORIZONTAL ROW OF ITEN15HALL BE PLASTIC. ASTM C 665; FRICTION FIT; UNFACED FLAME SPREAD INDEX OF 0 (ZERO) WHEN TESTED IN HOLES (OR AS NEEDED) UNTIL THE VOID IS COMPLETELY FILLED. PATCH HOLES WITH (9 cn I- - v- CD DIVISION 6 - WOOD ACCORDANCE WITH ASTM E 84. MORTAR AND SCORE TO RESEMBLE EXISTING SURFACE. Lu > 0 Z U-) IT CONsTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS3HALL BE AT' MID -SPAN AND KEY A. WHERE INDICATED, PROVIDE FOIL FACING ON ONE SIDE; WITH FLAME SPREAD INDEX OF 25 OR U) z q5> JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT AND ADDITIONAL SHEAR FRICTION LESS, WHEN TESTED IN ACCORDANCE WITH ASTM E 84. < REINFORCING. CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW AND 06100 ROUGH CARPENTRY: B. SMOKE DEVELOPED INDEX: 450 OR LESS, WHEN TESTED IN ACCORDANCE WITH ASTM E 84. APPROVAL PRIOR TO CONSTRUCTION- C. THERMAL RESISTANCE: R OF 11. <a> EDITION HALL E KEPT BY THE A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATE S B <�l > WOOD WORK SHALL CONFORM TO RITC, NATIONAL DESIGN SPECIFICATIONS; NDS 05. D. THICKNESS: 3 112 INCH. -a -0 CONTRACTOR ON SITE. <a> ACCESORIESEll(D <IZ> ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED BY THE TF STING AGENCY <D NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED, NOTCHED OR CUT IN ANY MANNER A. TAPE: BRIGHT ALUMINUM SELF -ADHERING TYPE, MESH REINFORCED, 2 INCH WIDE. .2 3� 3 (n a) > 0 c� 2 -2 45 z DIRECTLY TO THE ENGINEER OF RECORD. (FOR PIPES, DUCTWORK, ETC) WITHOUT WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER PRIOR B_ NAILS OR STAPLES: STEEL WIRE; ELECTROPLATED, OR GALVANIZED; TYPE AND SIZE TO SUIT (u 0 " 1__ CL M .4.1 n 0- 0 co 0 TO THE MODIFICATION OF THE MEMBER. APPLICATION. 0 0 0 < to 0 -5 1.3... DIVISION4 - MASONRY -TYPE AND C. ADHESIVE: TYPE RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATION. <j> PLYWOOD SHALL BE EXTERIOR WITH EXTERIOR GLUE (COX) DFPA TRADEMARK STAMPED <a> PROVIDE SOUND ATTENATION BLANKETS IN WALLS AND CEILING AROUND TOILET ROOMS AT CONFORMING TO PS -1-83. PERIMETER OF EACH MENS OR WOMENS) ROOM. 04810 UNIT MASONRY ASSEMBLIES: I <a> PLYWOOD MAY BE NAILED WITH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN 2, TO ASTM OTHERWISE. THE NAIL SHALL BE WELL DRIVEN BUT IN NO CASE SHALL. THE DRIVING OF THE NAILS z >_ <a> HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE CONFORMING BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD SHEET. PLYWOOD SHEETS WITH BROKEN OR C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f m = 1500 PSI). -SPLIT FACES SHALL BE REMOVED AND REPLACED. 0 <D MORTAR SHALL BE TYPE M OR 8, CONFORMING TO ASTM C270- 07214 FOAMED -IN-PLACE MASONRY WALL INSULATION Z :r <D COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAX. AGGREGATE SIZE OF 3/8" AND A <a> ROOF SHEATHING SHALL BE 6/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY WITH DIMENSION ACROSS SUPPORTS. < 0 0 (J U Lw F 3,000 SL MINIMUM GOM PRESS IVE S TREN GTH OP PANELS CONTINUOUS OVER TWO OR MORE SPANS LONG <Z> SUMMARY 04 REEFER TO ROOF FRAMING PLAN FOR FASTENER SPACING. A. EXTENT OF INSULATION WORK IS SHOWN ON DRAWINGS AND INDICATED BY PROVISIONS LL <:4:> VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS. FILL ALL CELL' CONTAINING OF THIS SECTION. REINFORCING WITH COARSE GROUT. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN B. APPLICATIONS OF INSULATION SPECIFIED IN THIS SECTION INCLUDE THE FOLLOWING: uj LL <3> VERTICAL REINFORCEMENT SHALL BE. HELD IN POSITION AT THE TOP AND BOTTOM AND AT A DRIED SOUTHERN PINE. 1. FOAMED -IN-PLACE MASONRY INSULATION FOR THERMAL & SOUND VALUES. MAXIMUM SPACING OF 8'4'. REINFORCEMENT SHALL BE PLACED IN THE CENTER OFF THE MASONRY NOTED- SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL < D7 WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. <DRELATED REQUIREMENTS C3 UJI CELL (TYPICAL) UNLESS OTHERWISE 0 4 INFORMATION. (D ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING A. SECTION 04810 -MASONRY CL Mgt u - uj Z REINFORCING STEEL SHALL B'r-.- LAPPED MINIMUM 4.3 BAR DIAMETERS. RULES #16 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN uj 00 PINE. INSPECTION CODE. MAX. MOISTURE CONTENT OF 19%. lij <L> HORIZONTAL WALL REINFORCING SHALE..SHALE.. BE STANDARD LADDER TYPE DUR-O-WAL (9GA.)HOT <2> SUBMITTALS zCHNICAL 3r, DIPPED GALVANIZED AT 16" O.C. (VERTICALLY) UNLESS -SHOWN OTHERWISE ON THE DRAWINGS. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: A. PRODUCT AND TEPRESENTATION AS PROVIDED BY THE MANUFACTURER. w UJ SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS ;REPETITIVE USE MEMBERS: #2 MIN (FOR JOISTS AND RAFTERS AND STUDS) 1. CERTIFIED TEST REPORTS: WITH PRODUCT DATA, SUBMIT COPIES OF CERTIFIED TEST z WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE V' LAP, USE STANDARD'T'AND ILI SHAPED 43 MIN FOR PLATES REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE VALUES, INCLUDING PIECES AT INTERSECTIONS AND CORNERS. R -VALUES, FIRE PERFORMANCE AND SOUND ABATEMENT CHARACTERISTICS. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED SINGLE USE MEMBERS: MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHA! L BE GROUTED INTO A CORE IN #2 MIN, UNLESS OTHERWISE NOTED 2. MATERIAL SAFETY DATA SHEET: SUBMIT MATERIAL SAFETY DATA SHEET VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL'TO THE VERTICAL WALL COMPLYING WITH OSHA HAZARD COMMUNICATION STANDARD, 29 CRF 1910 1200. rl REINFORCEMENT. MISCELLANEOUS LUMBER: #3 MIN, UNLESS OTHERWISE NOTED PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON Sheet No, q-2> DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. GSml PROVIDE A KNOCK -OUT BLOCK OR U -BLOCK REINFORCED WITH (1) #5 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 16" BEYOND EACH SIDE OF THE OPENING TYPICALLY. ................. .. .......... ....... . - NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION BUILDING PERMIT SUBMITTAL GENERAL SPECIFICATION STANDARDS SECTION 07215 SPRAYED INSULATION SECTION 07468 VINYL- SOFFIT <1 > SUMMARY <1> RELATED SECTIONS A. SECTION INCLUDES: RENEWABLE -BASED, LOW DENSITY, OPEN CELLED, FLEXIBLE, ALL WATER - A. SECTION 06100 -ROUGH CARPENTRY: FRAMING AND SHEATHING. BLOWN POLYURETHANE FOAM INSULATION. ] ROOF INSULATION AND COVER BOARDS: � ACG1=550R'{ MATERIALS B. COORDINATE MECHANICAL VENTILATION AND FRESH AIR SUPPLY WITH MECHANICAL SECTIONS AND SUBMITTALS A. %n"':1` -U" -TAF-�L=Ft�_D POLY BOARD INS UiAfION: CLOSED CELL ASHRAE GUIDELINES FOR OPTIMUM INDOOR AIR QUALITY. A. PRODUCT DATA: MANUFACTURER'S STANDARD PRINTED PRODUCTDATA AND INSTALLATION POl..YlSOCYAN€JRA'rE FOAM WITH BLACK GLA SS REINFORCED MAT LAMINATED TO A. GLAZING: A S SPECIFIED IN SE--C1"LOFT 08800, FAC: fUTtY INSTALLED - REFERENCES INSTRUCTIONS FOR SPECIFIED PRODUCTS. FACE' S, COMPLYING WITH A.�TM G 1239 TYPE I C:I.AS:� 1, WITH THE FOL..! -()WING r' B. GROUT FOR FRAMES: PORTLAND C;r.=.MF�NT C7ROUT OF MAXIMUM - C SLUMP `FROWLLING- A. AMERICAN SOCIETY FOR TESTING AND MATERIAL=S IN'T'ERNATIONAL (ASTM} ADDITIONAL-- C FTARACTLRIST"105: FOR HANLJ THINNER PUMPABL E� GROUT IS PROHIBITED. 1. ASTM C 518: STANDARD TEST METHOD FOR STEADY-STATE THERMAL TRANSMISSION B. SELECTION SAMPLES: SUBMIT COLOR CHIPS OF MANUFACTURER'S FULL RANGE OF COLORS PROPERTIES BY MEANS OF THE F• EAt' FLOW METER APPARATUS FOR ARCHITECT'S SELECTION. 1) THICKNESS: W':V-0"TAPEREnD WITH .5 INCH THICK STARTING THICKNESS FINISH MATERIALS 2. ASTM C 1338: STANDARD? TEST METHOD FOR DETERMINING FUNGI RESIS'T'ANCE OF INSULATION G. VERIFICATION SAMPLES: SUBMIT THREE SAMPLES, EACH 12 INCHES IN LENGTH, OF EACH 2) SIZE=: 48 INCHES BY 48 INCHE a, N(JMlNAL. A. PRIMER: RUST -INHIBITING, COMPLYING, WITH ANSI A?..50.10, DOOR MATERIALS AND FACINGS ;3. ASTM D 6866: STANDARD TEST METHODS FOR DETERMINING THE BIOBASED CONTENT OF SPECIFIED PRODUCT W SPECIFIED COLOR. 3) COMPRESSIVE STRENGTH: 10 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C R'S STANDARD. E3. BITt.1MlNOUS GUATING: ASF'HAL-F EMULSION op. U-fi-LER HIGH -BUILD, B. BITUMINOUS SOLID, LIQUID, AND GASEOUS SAMPLES USING RADIOCARE30N ANALYSIS D. REGULATORY AGENCY COMPLIANCE: SUBMIT EVIDENCE OF SPECIFIED REGULATORY AGENCY 1289. WATER-RESISTANT, RESILILNT COATING. 4. ASTM F 84: TEST METHOD FOR SURFACE BURNING CHARACTERISTIC'S OF BUILDING MATERIALS COMPLIANCE. 4) OZONE DEPLETION POTENTIAL: ZERO; MADE WITHOUT CFC OR HCFC BLOWING 5. ASTM E 96: STANDARD TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS .m. / QUALITY ASSURANCE AGENTS. g� PREPARATION 6. ASTM E 233: S I'ANDARD TEST METHOD FOR DETERMINING HATE OF AIR LEAKAGE THROUGH S � 3 FIE SS .. F • E � EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS UNDER •SPEC1rIk.D PRESSURE DIFFERENCES A. REGULATORY REQUIREMENTS. PROVIDE PRODUCTS THAT COMPLY WITH THE FOLLOWING_ '5 REGYCI-ED CONTENT. 19 PERCENT POST -GUN SUMER AND 15 PERCENT } A. COAT INSIDES' OF' FRAME=S TU BE INSTALLED IN MASONRY OR TU B GROUTED, POST-INDUSTRIAL, AVERAGE. WITH BITUMINOUS COATING, PRIOR TO INSTALLATION. ACROSS THE SPECIMEN. 1. DADE COUNTY, FLORIDA BUILDING CODE APPROVAL 98-1119.03. 7. ASTM E 2178: STANDARD TEST METHOD FUR AIR PERMEANCE OF BUILDING MATERIAL'; DELIVERY, STORAGE, AND HANDLING B. GLASS MAT' WITH NOWASPHALTIC COATING GYPSUM BOARD: GLASS MATFACED . INSTALLATION � SUBMITTALS, GYPSUM WITH NONASPHALTIC, HIGHLY FILLED PROPRIETARY HEAT-GE.IRED COATING A. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPFCIFIED DOOR <,/ A. PRODUCT DATA FOR TYPE OF INSULATION PRODUCT SPECIFIED. A. DELIVER PRODUCTS TO PROJECT SITE IN ORIGINAL PACKAGING. ON ONE SIDE: GRADE* STANDARD AND NAAMM HMMA 840. B. PRODUCT TEST REPORTS PERFORMED BY A QUALIFIED INDEPENDENT TESTING AGENCY B. STORE PRODUCTS IN ORIGINAL PACKAGING, ON FLAT SURFACE UNDER COVER, STACKED NO 1) BOARD THICKNE SS: '112 INCH I THICK. B- 1N ADDITION, INSTALL FIRE RATED UNITS IN ACCORDANCE WITH NFPA 80. EVIDENCING COMPLIANCE OF INSULATION PRODUCTS WITH SPECIFIED REQUIREMENTS INCLUDING MORE THAN 12 BOXES HIGH. Q ,- r , 2) I/F=- 4T3 WCH � BY X35 INt'f-IrS NOMINAL s � � C f:OC?REJINA"FE FRAME ANCHOR f'I...ACt=..M-..NT N1-fFt IVAI..l." CONSTRUCTION. Elm Sanford, Florida 332771 P. Q. ox 2808 Samford, Florida 32772.2808 Phome 407 322-6€4.1 Fax 407 3,30-0639 Engineers Sunveyors Architects Planners Landscape Architects Environmental Scientists Construction vIanageinent Traff zc/ Transportation Eng. C.O.A.:No. 32.7.,6 Surrey L.D. No. 7"143 Arch. Lie. No. AA2600926 Landsep. Lie. No. LCO000298 (L 20:12 THOSE FOR THERMAL RESISTANCE, FIRE -TEST -RESPONSE CHARACTERISTICS, WATERNAPOR ��,, - " TRANSMISSION, WATER ABSORPTION, AND OTHER PROPERTIES, BASED ON COMPREHENSIVE t�'J WARRANTY 3) COMPRESSIVE STRENGTH: 500-900 PSI WHEN TESTED IN ACCORDANCE WITt T D. GROt1 T� 1=1 -=LAMES IN MASONRY (,;UN aTRUC-F!<)N, USINGHAND TROWEL TESTINGS OF CURRENT PRODUCTS. A. PROVIDE MANUFACTURER'S LIFETIME LIMITED WARRANTY. ASW TM C 1177. IL LIO BRACE: FRAMES SO THAT PRESSEJRE OF GROUT BEFORE SETTINGC'. EVALUATION REPORT: EVIDENCE OF COMPLIANCE OF FOAM -PLASTIC INSULATIONS WITH 4) ACCEPTABLE PRODUCT: DENSDECK PRIME* ROOF BOARD BY GEORGIA PACIFIC. WILL.. NO I'DEFORM FRAMk-S. INTERNATIONAL BUILDING CODE (IB(,-), INTERNATIONAL RESIDENTIAL CODE (IRC;), INTERNATIONAL �./ MANUFACTURERS ENERGY CONSERVATION CODE (IECC). ® E. COORDINATE INSTALLATION OF 'rTARDWARE AND GLAZING.. _ INSTAL -I- ROOFING, INSULATION, FLASHINGS, AND ACCESSORIES IN ACCORDANCE � D. MANUFACTURER'S CERTIFICATE CERTIFYING INSULATION PROVIDED MEET:, OR EXCEEDS SPECIFIED B. ACCEPTABLE MANUFACTURER: ALCOA HOME EXTERIORS, INC., OMEGA CORPORATE CENTER, � ::R'S � � INSTRUCTIONS ,. �. � WITH Ft(D(J1-1NG MANUFAGTUI�T_� � PEJ3Ll-SHED INS I nUC-TIONS AND j j TOLERANCES) z , REQUIREMENTS. 1590 OMEGA DRIVE, PITTSBURGH, PA 15205 TEL: (800) 962-61973. EMAIL: RECOMMENDATIONS FOR THE SFIFGIFIED ROOFING SYSTEM. WHERE� r DOOR AND FRAME- AS SPECIFIED IN ANSI A250-8. o E. INSTALLER'S CERTIFICATE SHUWIN(�'THc ICYNEN IN (ALLATIUN CERTIFICATION. AGOAHOMES DATABANQUE.COM. WEBSITE: WWW.ALCOAHOMES.COM. A- CLEARANCES E3cTWF�N DO.J MANUFACTURER PROVIDE,`S NO INSTRUCTIONS OR RECOMMENDATIONS, FOLLOW 13- MAXIMUM DIAGONAL DIS`FORTION: '111Ti IN ('I.5 MM) N1E-ASUf:ELJ WITH STIRAIGH`T F. SAMPLE WARRANTY C. REQUESTS FOR SUBSTITUTIONS WILL BE CONSIDERED IN ACCORDANCE WITH PROVISIONS OF GOOD ROOFING PRACTICES AND INDU S TRY STANDARDS. COMPLY WITH FEDERAL,U 0 ED(DE, CORNERTO CORNER. U- n � SECTION 01600. STATE, AND LOCAL REGULATIONS. <a> QUALITY ASSURANCE <ff> ADJUSTING > A. MANt1FACTURP-P,'S QUALIFICATIONS: PRODUCT PRODUCED IN AN ISO 9001 REGISTERED FACTORY. D. SUBSTITUTIONS: NOT PERMITTED. O A. ADJUS F FOR SMOOTH AND BALANCED DOUR MOVEMENT. B. SINGLE SOURCE RESPONSIBILITY: SINGLE SOURCE PRODUCT FROM ONE MANUFACTURER. C. INSTALLER QUALIFICATIONS: ENGAGE AN ICYNENE LICENSED DEALER (INSTALLER) WHO HAS BEEN �% SOFFIT PANELS (� {� �/�/ TRAINED AND CERTIFIED BY ICYNENE INC. A. VINYL SOFFIT TYPE: PRO -BEAD SOFFIT. DIVISION 8 - DOORS RS AN WINDOWS ) D 1! �1 I N D O �J �! D. FIRE -TEST -RESPONSE CHARACTERISTICS: PROVIDE MATERIALS SPECIFIED AS DETERMINED BY 1. PRODUCT DESCRIPTION: TRIPLE 2-213 BEAD PROFILE, 8 INCHES EXPOSURE, 318 INCH TESTING IDENTICAL.. PRODUCTS PER TEST' METHOD INDICATED BELOW BY A TESTING AND INSPECTING AGENCY ACCEPTABLTm TO AUTHORITIES HAVING JURISDICTION. IDENTIFY MATERIALS DEPTH; NOMINAL 0.040 INCH MATERIAL THICKNESS; NOMINAL 12 FEET 6 INCHES PIECE LENGTH,WITH APPROPRIATE MARKINGS OF APPLICABLE -TESTING AND INSPECTING AGENCY. SECTION 08110 - STEEL DOORS AND FRAMES SECTION 08'211 -FLUSH WOOD DOORS1. SURFACE -BURNING CHARACTERISTICS' ASTM i= 84 2. NAILING HEM: SINGLE -ROW, WITH ELONGATED NAILWG HOLES 1-114 INCHES LONG AT E. TOXICITY/HA7ARUOUS MATERIALS 1-51$ INCHES ON CENTER. <1> REFERENCE STANDARDS REFERENCE STANDARDS 1. PROVIDE PRODUCT;.; THAT CONTAIN NO UREA -FORMALDEHYDE 3. FINISH: LOW -GLOSS MATTE TEXTURE. A. ANSI A250.8 - SDI -100 RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL. A. ANSI Al 35.4 - AMERICAN NATIONAL STANDARD FOR BASIC F-IARDBOARD; 2004. 2. PRODUCTS AND EQUIPMENT REQUIRING OR USING CFCs, HCFCS, OR HFCS DURING THE COLOR: AS SELECTED FROM MANUFACTURER'S FULL RANGE OF AVAILABLE COLORS. DOORS AND FRAMES; 2003. B. AW!/AWMACIV'll (AWS) -ARCHITECTURAL WOODWORK STANDARDS; 2009_ MANUFACTURING OR INSTALLATION PROCESS WILL NOT BE PERMITTED 4. SUPPLY NON -VENTILATING TYPE SOFFIT MATERIAL. B. NAAMM HMMA 840 - GUIDE SPECIFICATIONS FOR INSTALLATION AND STORAGE C. NFPA 80 - STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES; 2010- 3. PROVIDE PRODUCTS THAT CONTAIN NO PUDE'S 4. PR'OVID'E= Ph'(JDUC'TS "FHA'F AR== "LOW -EMITTING" OF HOLLOW METAL DOORS AND FRAMES; THE NATIONAL ASSOCIATION OF D. UL (BMD) -BUILDING MATERIALS DIRECTORY; UNDERWRITERS LAE3�lRATORIES INC.; EXAMINATION ARGHITEC-TLJRAL METAL MANUFACTURERS: 2007. CURRENT EDITION.DELIVERY, STORAGE, AND HANDLING A. COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS FOR HANDLING AND PROTECTION PRIOR A- EXAMINE SUBSTRATE CONDITIONS BEFORE BEGINNING INSTALLATION OF SIDING AND SOFFIT E. WDMA I.S.1-A - ARCHITECTURAL F€JRAL WOOD FLUSH DOORS; WINDOW AND DOOR TO AND DURING INSTALLATION. PRODUCTS; VERIFY DIMENSIONS AND ACCEPTABILITY OF SUBSTRATE. MANUFACTURERS ASSOCIATION; 2004. B. STORE BOTH COMPONENTS IN A TEMPERATURE CONTROLLED AREA BETWEEN W DEC', F (15 DEG C) u_ DO NOT PROCEED WITH INSTALLATION UNTIL UNACCEPTABLE CONDITIONS HAVE BEEN D- UL (BMD) - BUILDING MATERIALS DIRECTORY; UNDERWRITERS LABORATORIES AND 90 DEG F (32 DEG C). DO NOT ALLOW PRODUCT TO FREEZE. CORRECTED. INC:.; CURRENT EDITION. <D SUBMITTALS ��,, A. SHOP DRAWINGS: SHOW DOORS AND FRAMES, ELEVATIONS, SIZES, TYPES, SWINGS, C. USE. ONLY THOSE COMPONENTS THAT ARE SUPPLIED BY THE MANUFACTURER. <D PROJECT CONDITIONS <Y>INSTALLATION � UNDERCUTS, BEVELING, BLOCKING FOR HARDWARE, FACTORY MACHINING, FACTORY A. DO NOT EXPOSE TO SUNLIGHT, EXCEPT TO EXTENT NECESSARY FOR PERIOD OF INSTALLATION AND <.�./' SUBMITTALS FINISHING CUTOUTS FOR GLAZING AND OTHER DETAILS. CONCEALMENT. A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. A. SHOP DRAWINGS: DETAILS OF EACH OPENING, SHOWING ELEVATIONS, U WARRANTY Li, ATTACH PANELS TO SUBSTRATE INTERLOCKED AND LAPPED FOR WEATHERTIGHT GLAZING, FRAMES PROFILES, AND IDENTIFYING LOCATION OF DIFFERENT Gn A. MANUFACTURER'S STANDARD LIMITED LIFETIME WARRANTY. INSTALLATION, NAILS CONCEALED; INSTALL HORIZONTAL COMPONENTS TRUE TO LEVEL AND FINISHES, IF ANY. MANfJFAGTURERS B. REFER TO WWW,IC�;YN_Ef , NCCO ! FOR FULL WARRANTY TERMS. VERTICAL COMPONENTS TRUE TO PLUMB. A. WOOD VENEER FACED DOORS: ® MANIJFACTURE.E S - - ry 1. SPACE SIDING NAILS AT 16 INCHES (406.4 MM) ON CENTER; CENTER NAILS IN NAILING SLOTS � MANUFACTURERS 1) GRAHAM WOOD DOORS: WWW.GRAHAMDOORS.COM. M. A. POLYURETHANE SPRAY INSULATION: ICYNENE LD-R-WTM BY I(3YNENE. WITS -{OUT BINDING TO ALLOW FOR THERMAL MOVEMENT. A. STEEL DOORS AND FRAMES: 2) I=GOERS IND€ DOOR S: SYSTEMS, GOER SINE-)lJ STRSHFI UD D. PAINT OR OTHERWISE* PROTECT DISSIMILAR METALS IN CONTACT. 1) ASSA ABL OY CECO, CURRIES, OR FLEMING: WV)IW.ASSAABLOYDSS.COM . 3) MAFI3HFIELD DOOR SYSTE Mia, INC;: WWW.MAFi'CaHF1ELDDOORS.trOM. Q MATERIALS A. GENERAL: PROVIDE INSULATING MATERIALS THAT COMPLY WITH REQUIREMENTS AND E. INSTALLATION OF JOINT SEALERS IS SPECIFIED IN SECTION 07900. 2) WINDSOR REPUBLIC D(DORS; WWW.REPUBLICDOOR.COM. <j> DoorzS WITH REFERENCED STANDARDS. <,TO> ADJUSTING AND CLEANING ® DOORS AND FRAMES A. ALL DOORS: SEE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. B. ICYNENE LD-R-50TM SPRAY INSULATION: RENEWABLE -BASED, LOW-DENSITY, A. CLEAN DIRT FROM SURFACE OF INSTALLED PRODUCTS, USING MILD SOAP AND WATER. A. REQUIREMENTS FOR ALL DOORS AND FRAMES: 1) QUALITY LEVEL: GRADE AS INDICATED ON DRAWINGS, IN ACCORDANCE WITH OPEN -CELL MATERIAL CONFORMING TO THE FOLLOWING-. AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS. 1. RENEWABLE CONTENT: EXCEEDS 7.0 PERCENT ACCORDING TO ASTM D 6866 B. AFTER COMPLETING INSTALLATION, REMOVE FROM PROJECT SITE EXCESS MATERIALS AND 1) DOOR -FOP CLOSURES: FLUSH WITH -FOP OF FACES AND EDGE=S. a. RENEWABLE -BASED, 0.5 LB./CU. FT., ALL WA!'ER-BLOWN SPRAY FQAM DEBRIS RESULTING FROM INSTALLATION. 2) DOOR EDGE PROFILE: BEVELED ON BOTH EDGES. B. INTERIOR DOORS: 1-3/4 INCHES THICK UNLESS OTHERWISE INDICATED; FLUSH INSULATION AND AIR BARRIER MATERIAE_. :3) DOOR TEXTURE: 3MQOFH FACES. CONSTRUCTION. b. PRODUCT FORMULATION USING HIGH -YIELD, NATURAL CASTOR OIL 1N PLACE OF 4) GLAZED LIGHTS: NON -REMOVABLE STOPS ON NON-SEGURE SIDE; SIZES AND 1) PROVIDE SOLID CORE DOORS AT ALL I-OCATIONS UNLESS NOTED OTHERWISE. A PORTION OF THE PETROLEUM-BASED POLYOL. C ONFIGURNFIONS AS INDICATED ON DRAWINGS. .DOOR ANL CORES AND PE 2. THERMAL RESISTANCE (R-VAL UF -/INCH «75 DEG F): ASTM G 518; 3.7 HRA3 5 r PANEL 5) HARDWARE PREPARATION: IN ACCORDANCE WITH E3HMA A156.115, WITHFT/DEGREE F/BTU REINFORCEMENT WELDED IN PLACE, IN ADDITION 'FO OTHER REQUIREMENTS (PC), NON -RATED SOLID CURE AND 20 MINUTE RATED DOORS: TYPE PARTICLEBOARD CORE (P HEAT FLOW REDUCTION: SPECIFIED IN DOUR GRADE STANDARD. CI'), PLIESAND FACES AS INDICATED ABOVE. '1) THROUGH 1 INCH:75 PERCENT 6 FINISH- FACTORY PRIMED, FOR FIELD FINISHING. WITH FIRE RATED DOORS: MINERAL CORE, TYPE FD, PLIES AND FACES AS INDICATED ABOVE; WITH CORE BLOCKING AS REQUIRED TO PROVIDE ADEQUATE ANCHORAGE OF HARDWARE 2) "THROUGH 3.5 INCHL: S 93 PERCENT WITHOUT THROUGH-BOLTING. THROUGH 5.5 INCHES 95 PERCENT < � 4) THROUGH 10.5 INCHES 98 PERCENT STEEL_ DOORS'�� ,� ,!� � ,! 11 •� � ci 3_ AIR PERMFANCE (FOR 5.5 INCHES OF MATERIAL)-- ASTM E 2'178; 0.0085 US -M2 �t)75 075 0 THERMOPLASTIC MEMBRANE ROOFING A. EXTERIOR DOORS': / DOUR FACINGS PA VENEER GRADE: ANSI A250.8 LEVEL 3, PHYSICAL PER'F'ORMANCE LEVEL A, MODEL 2, A. WOOF) VENEER FACING FOR TRANSPARENT FINISH: SPECIES ASSPECIFIED ABOVE, VENEER GRADE AS SPECIFIED BY QUALITY STANDARD, PLAIN SLICED, BOOK VENEER 4- AIR PERMEANCE (FOR -, INCHES OF MATERIAL): ASTM E 283: LESS THAN 0.02 L/S-M2 � FURNISH AND INSTALL ELASTOMERIC SHEET ROOFING SYSTEM, INCLUDING: MANUFACTURER'S SEAMLESS. SS CFI; UNLESS OTHERWISE= INDICATED. (� � � � c) o MATCH, RUNNING ASSEMBLY MAT.' � t @ 75 PA REQUIREME=NTS FOR THE SPECIFIED WARRANTY. 2) CORE: POLYSTYRENE FOAM. 5. WATER VAPOR TRANSMISSION (FOR 2 INCHES OF MATERIAL): ASTM E 96; 17 PERMS 3) GALVANIZING: ALL COMPONENTS F"IOT-DIPPED ZINC -IRON ALLOY -COATED B. FACING ADHESIVE: TYPE 11 - WATER RESISTANT. � 4 [1006 NG. / (P ,S.M2)] (GALVANNEALED) IN ACCORDANCE WITH ASTM A 653/A 653M, WITH � PROVIDE MEMBRANE MANUFACTURER'S: MANI.IFAGTURER'S STANDARD COATING THICKNESS. �,% DOOR COrTSTFi1JG"1`lUN 6. FLAME SPREAD AND ;SMOKE DEVELOPED RATING: ASTM E 84 � A. TECHNICAL DATA SHEET FOR EACH INSULATION TYPE. �. FLAME SPREAD: L.E:S.`s THAN 25 A. FABRICATE DOORS IN ACCORDANCE WITH DOUR DUALITY STANDARD SPECIFIED. b. SMOKE DEVEL.OPNiENT; LESS 'THAN 450 B. TECHNICAL DATA SHEET FOR ROOF MEMBRANE.' oi B. INTERIOR DOORS, FIRE -RATED: B. CURES CONSTRUCTED WITH STILES AND RAILS ` cy n 7. BACTERIAL AND FUNGAL GROWTH AND FOOD VALUE: ASTM C 1338; NOT A SOURCE PROVIDE SHOP DRAWINGS: OF FOOD FOR MOLD NO GROWTH) 1) f3RADE: ANSI A250.8 LEVEL 2, PHYSICAL PERFORMANCE LEVEL B, MODEL F 'I, PROVIDE SOLID BLOCKS AT LOCK EDGE AND TUP OF DOOR FOR CLOSER -0FOR HARDWARE REINFORCEMENT. c; A- SHOW TAPERED INSULATION, PROVIDE PROJECT -SPECIFIC LAYOUT AND FULL FLUSH. '� 1C) PRODUG"T' OESC r D. FACTORY MACHINE DOORS FOR HARDWARE OT HER THAN :SURFACE -MOUNTED 63 � _ RlPTlON: DIMENSIONS FOR EACH BOARD. 1 IGC -ES SAVE: (VE'R'IFICATION OF ATTRIBUTES REPORT) VAR -1002 2) FIRE RA rlTdG: AS INDICATED SI DOUR AND FRAME= SCHEDEJI..E, Ti -;:;TED IN HARDWARE, IN ACCORDANCE WITH HARDWARE REQUIREMENTS AND DIMENSIONS. a) � 2. E=XCEEDS ICC -SAVE AND USDA BIOPREFERREDSM STANDARDS FOR A SUBMIT SPECIMEN WARRANTY PRIOR TO STARTING WORK. ACCORDANCE WITH UL IST ("POSITIVE PRE YU )- n () - PROVIDE UNITS LISTED AND LABELED B'{ UL . E. FACTORY FIT DOORS FOR FRAME OPENING DIMENSIONS IDENTIFIED ON SHOP RENEWABLE -BASED PRODUCT DRAWINGS, WITH EDGE CLEARANCES W ACCORDANCE WITH SPECIFIED QUALITY 3. COLLABORATIVE FOR HIGH-PERFORMANCE SCHOOLS (CLIFFS) "LOW -EMITTING MANUFACTURER OF INSULATION AND COVER BOARDS SAME MANUFACTURER AS - ATTACH FIRE RATING LABEL TO EACH FIR: RATED UNrr. ,.� c,_ FANDARD. MATERIAL" PER CA 01350 CRITERIA ROOF MEMBRANE. :3) CORE: MINERAL FIBERBOARD. C;.I LVE VAPOR -PERMEABLE ("BREATHING") AIR BARRIER MATERIAL THAT CAN 1) EXCEPTION: DOORS `f0 BE FIELD FINISHED. �. EFFECTIVE MOVE WITH THE BUILDING 'TO MAINTAIN THE AIR BARRIER CHARACTERISTIC FOR ROOFING SYSTEM: THERMOPLASTIC OLEFIN (TPO) MEMBRANE; FULLY ADHERED. F. PROVIDE EDGE CLEARANCES IN ACCORDANCE WITH THEW QUALITY STANDARD (1) THE LIFE OF THE BUILDING.<DSTEEL FRAMES SPECIFIED. 11 SOURCE EQUALITY CONTROL INSULATION: A. GENERAL: 0 A. AVERAGE R VALUE: 20 MINIMUM. d INSTALLATION _ A. PRODUCT PRODUCED IN AN 130 9001 REGISTERED FACTORY. B. TAPERED: SLOPE 1/4' : V-0", PLACE TAPERED LAYER ON BOTTOM. CORRESPONDING DOUR, EXCEPT: 1) COMPLY WITH THE REQUIREMENTS OF GRADE SPECIFIED FOR A_ INS -FALL DOUF27 IN ACCORDANCE WITH MANUFAC�TeJRER'S INSTRUCTIONS AND m C. BASE LAYER: POLYISOCYANURATE FOAM BOARD, NON -COMPOSITE (1 '/x' TOTAL). SPECIFIED QUALITY STANDARD. LLI 12 EXAMINATION D. FIRE CLASSIFICATION: FM CLASSI ; ASTM E136, UL 790 - ANSI A250.8 LEVEL 3 DOORS: '14 GAGE FRAMES_ 1) INSTALL FIRE -RATED DOORS IN ACCORDANCE WITH NFPA 80 REQUIREMENTS. � � A. EXAMINE SUBSTRATE=S AND CONDITIONS, UNDER WHICH WORK IS TO BE PERFORMED, E. TOP LAYER: 1/2" GLASS MAT WITH NON -ASPHALTIC COATING GYPSUM BOARD - FRAMES FOR WOOD DOORS: COMPLY WITH FRAME REQUIREMENTS SPECIFIED B. USE MACHINE TOOLS TO CUT OR DRILL FOR HARDWARE. � � � M DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. DENSDECK PRIME; INSTALLED WITH PRIMED SIDE UP. IN ANSI A260.8 FOR LEVEL 1, 18 GAGE C. ORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF FRAMES AND HARDWARE. � � 0 1. REVIEW PLACEMENT AREA TO DETERMINE FINAL. LOCATION WILL NOT BE WITHIN 3 2) T=1NlSE-E: SAME AS FOR DOOR. o INCHES OF HEAT EMITTING DEVICES WHERETHE TEMPERATURE 1S IN EXCESS OF 7 MEMBRANE: 3) PROVIDE MORTAR GUARD BOXES FOR HARDWARE CUT-OUTS IN FRAMECS TO ADJUSTING � 200 DEG F AS PER ASTM C 411 OR IN ACCORDANCE WITH APPLICABLECODE:3. A. FLEXIBLE, HEAT WELDABLE SHEET COMPOSED OF THERMOPLASTIC POLYOLEFIN BE INST-ALLE_'D IN MASONRY OR TO BE GROUTED. A. ADJUST r TJOOR:S FOR SMOOTH AND BALANCED DOOR MOVEMENT. �, J V 2- REVIEW PLACEMENT AREA TO DETERMINE FINAL LOCATION WILL NOT BF ON THE B. ADJUST CLOSERS FOR FULL CLOSURE. W 4 E=XTERIOR. POLYMER AND ETHYLENE PROPYLENE RUBBER; COMPLYING WITH ASTM D 6878, WITH 4) FRAMES IN MASONRY WALLS: 3'IZ#E TO -SUIT MASONRY COURSING WITH HEAD 13 PREPARATION POLYESTER WEFT INSERTED REINFORCEME=NT AND THE FOLLOWING ADDITIONAL MEMBER 4 INCHES HIGH TO FILL OPENING WITHOUT CUTTING MASONRY UNITS.� � 0) 0 T A. CLEAN SUBSTRATES AND CAVITIES OF LOOSE MATERIALS CAPABLE OF INTERFERING CHARACTERISTICS: N INSTALLATION. 1) PROPYLENE RUBBER; COMPLYING WITH ASTM D 6878, WITH POLYESTER WEFT 5) FRAMES WIDER THAN 4F, INCHES REINFORCE V�IIFH STEEL CeIANNEI.. FITTED WITH INSUL AI -IO c c D I$ APPLICATION INSERTED REINFORCE=MENT AND THE FOLLOWING ADDITIONAL CHARACTERISTICS: TIGHTLY INTO FRAME_ HEAD, FLUSH WITH TOP- w A. SITE APPLY LIQUID COMPONENTS MANUFACTURED BY ICYNENE ING. AND INSTALLED BYB. EXTERIOR DOOR FRAMES: FACE WELDED, SEAMLESS WITH JOINTS FILLED. z � 2) THICKNESS: 0.045 INCH PLUS/MINUS 10 PERCENT, WITH COATING THICKNESS j AN ICYNENE LICENSED DEALER. OVER REINFORCEMENT OF 0.024 INCH PLUS/MINUS 10 PERCENT. 1) GALVANIZING: ALL COMPONENTS HOT -DIPPED ZINC' IRON ALLOY -COATED ui B. APPLY INSULATION TO SUBSTRATES IN COMPLIANCE WITH MANUFACTURER" S WRI'T'TEN 3 SHEET WIDTH: PROVIDE THE WIDEST AVAILABLE SHEETS TO MINIMIZE FIELD (GALVANNEALED) IN ACCORDANCE WITH ASTM A 653/A 653M, WITHINSTRUCTIONS. ) MANUFACTURER'S STANDARD GUATING THICKNESS_ ' C. APPLY INSULATION TO PRODUCE THICKNESS REQUIRED FOR INDICATED R VALUE. SEAMING. v COLOR: WHITE. C. INTERIOR DOOR FRAMES, NUN -FIRE -RATED: KNOCK -DOWN TYPE. 4 1. R-20 IS ACHIEVED AT 5 112 INCHES ) R D. EXTEND INSULATION IN THICKNESS INDICATED "TO ENVELOP E=NTIRE AREA T(7 3E D. INTERIOR DOUR FRAMES, FIRE -RATED: FACE WELDED TYPE. - MEMBRANE FASTENERS: TYPE AND SIZE AS REQUIRED BY ROOF MEMBRANE MANUFACTURER FOR ROOFING SYSTEM AND WARRANTY TO BE PROVIDED; USE 1 j FIRE RATING: SAME AS DOOR, LABELED_ INSULATED. E. WATER -PIPING COORDINATION: IF WATER PIPING IS LOCATED WITHIN INSULATED ONLY FASTENERS FURNISHED BY ROOF MEMBRANE MANUFACTURER. EXTERIOR WALLS, COORDINATE LOCATION OF PIPING TO ENSURE THAT ITIS PLACED ON WARM SIDE OF INSULATION AND INSULATION ENCAPSULATES PIPING. FORMABLE FLASHING: NON -REINFORCED, FLEXIBLE, HEAT WELDABLE SHEET, Sheet a 15 No. REPAIRS COMPOSED OF THERMOPLASTIC POLYOLEFIN POLYMER AND ETHYLENE PROPYLENE u A. ANY REPAIRS MUST BE EFFECTED BY AN ICYNENE LICENSED DEALER. RUBBER. 16 > PROTECTION A. PROTECT INSTALLED INSULATION FROM DAMAGE DUE TO HARMFUL WEATHER ' G602 n EXPOSURES, PHYSICAL ABUSEr, AND OTHER CAUSES. PROVIDE TE MPORARY COVERINGS WHERE INSULATION IS SUBJECT TO ABUSE. NOTE: THE SCALE OF THESE PE ANS MAY HAVE CHANGED DUE TO REPRODUCTION 6 ..................................................... .............................. GENERAL SPECIFICATION STANDARDS <aD JOINT TREATMENT DIVISION 9 - FINISHES A. FINISH GYPSUM BOARD IN ACCORDANCE WITH LEVELS DEFINED IN ASTM C 840, AS INSTALLATION 4. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE AND HINGED COVERS TO FOLLOWS: A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. MATCH EXPOSED SURFACES. SECTION 09260 - GYPSUM BOARD ASSEMBLIES 1) LEVEL 4: WALLS AND CEILINGS TO RECEIVE PAINT FINISH OR WALL COVERINGS, B. WHERE: TYPE OF FLOOR FINISH, PATTERN, OR COLOR ARE DIFFERENT ON OPPOSITE 5. PAINT INTERIOR SURFACES OF AIR DUCTS AND CONVECTOR AND BASEBOARD UNLESS OTHERWISE INDICATED. -SIDES OfF DOOR, TERMINAT FFLOORIN(3 UNDER CENTERLINE OF DOOR. HEATING CABINETS WITH FLAT, NONSPECULAR BLACK PAINT WHERE VISIBLE THROUGH <J> REFERENCE STANDARDS 2) LEVEL 1: FIRE RATED WALL AREAS ABOVE FINISHED CEILINGS, WHETHER OR NOT G. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES, WHERE FLOORING REG ISTFIRS, GRILLES, 01`i LOUVERS. A. ASTM C 840 - STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF ACCESSIBLE IN THE COMPLETED CONSTRUCTION. TERMINATES, AND WHERE INDICATED. 6. PAINT DAMPERS EXPOSED BEHIND LOUVERS, GRILLES, AND CONVECTOR AND GYPSUM BOARD; 2008. B. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, AND CORNERS TO PRODUCE D. SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS, AND OTHER BASEBOARD CABINETSTO MATCH FACE PANELS - B. ASTM C 1396/C 1396M - STANDARD SPECIFICATION FOR GYPSUM BOARD: 2009A. SMOOTH SURFACE READY TO RECEIVE FINISHES. APPURTENANCES TO PRODUCE TIGHT JOINTS. C. GA -216 - APPLICATION AND FINISHING OF GYPSUM BOARD,- GYPSUM ASSOCIATION; 2007. 1) FEATHER COATS OF JOINT COMPOUND SO THAT CAMBER 13 MAXIMUM 1/32 INCH. TILE FLOORING C. DO NOT PAINT OR FINISH THE FOLLOWING ITEMS: Q> GYPSUM BOARD ASSEMBLIES A. MIX TILE FROM CONTAINER TO ENSURE SHADE VARIATIONS ARE CONSISTENT WHEN 1. ITEMS FULLY FACTORY -FINISHED UNLESS SPECIFICALLY NOTED; FACTORY -PRIMED A. PROVIDE COMPLETED ASSEMBLIES COMPLYING WITH ASTM C 840 AND GA -216. C. FILL AND FINISH JOINTS AND CORNERS OF CEMENTITIOUS BACKING BOARD AS RECOMMENDED BY MANUFACTURER. TILE IS PLACED, UNLESS MANUFACTURER'S INSTRUCTIONS SAY OTHERWISE. ITEMS ARE NOT CONSIDERED 1"'ACTORY-FINISHED_ <a> METAL FRAMING MATERIALS <E> TEXTURE FINISH B. LAY FLOORING WITH JOINTS` AND SEAMS PARALLEL TO BUILDING LINES TO PRODUCE 2. ITEMS INDICATED TO RECEIVE OTHER FINISH. SYMMETRICAL TILE PATTERN- 3. ITEMS INDICATED TO REMAIN NATURALLY FINISHED. A. NON-LOADBEARING FRAMING SYSTEM COMPONENTS: ASTM C 645-1 GALVANIZED -SIZE A. APPLY FINISH TEXTURE COATING BY MEANS OF SPRAYING APPARATUS IN RESILIENT BASE 4. FIRE RATING LABELS, EQUIPMENT SERIAL NUMBER AND CAPACITY LABELS, AND SHEET STEEL, OF AND PROPERTIES NECESSARY TO COMPLY WITH ASTM C 754 FOR ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. THE SPACING INDICATED, WITH MAXIMUM DEFLECTION OF WALL FRAMING OF L/240 AT 5 A. FIT JOINTS TIGHTLY AND MAKE VERTICAL. MAINTAIN MINIMUM DIMENSION OF 18 OPERAfING PART-) OF EQUIPMENT. PSF (240 PA). INCHES (45 MM) BETWEEN JOINTS. B. MITER INTERNAL CORNERS. AT EXTERNAL GO RNFRS,'V'(_,lJT BACK OF BASE STRIP To <1_0EXAMINATION 2/3 OF' !I'S THICKNESS AND FOLD. AT EXPOSED ENDS, USE PREMOLDED UNITS. A. VERIFY THAI'SURFACES ARF' READY TO RECEIVE WORK AS INSTRUCTED BY THE 1) EXCEPTION: THE MINIMUM METAL THICKNESS AND SECTION PROPERTIES SECTION 09511 - SUSPENDED ACOUSTICAL CEILINGS G. INSTALL BASE ON SOLID BACKING- BOND TIGHTLY TO WALL AND FLOOR SURFACES. PRODUCT MANUFACTUIRER. REQUIREMENTS OF ASTM C 645 ARE WAIVED PROVIDED STEEL OF 40 KSI (275 MPA) MINIMUM YIELD STRENGTH IS USED, THE METAL 13 CONTINUOUSLY DIMPLED, THE <j> REFERENCE STANDARDS B. EXAMINE TO BE FINISHED PRIOR TO COMMENCEMENT OF EFFECTIVE THICKNESS IS AT LEAST TWICE THE BASE METAL THICKNESS, AND MAXIMUM 0 A. ASTm C 635 - STANDARD SPECIFICATION FOR THE MANUFACTURE, PERFORMANCE, D. SCRIBE AND FIT TO DOOR FRAMES AND OTHER INTERRUPTIONS. WORK. REPORT ANY CONDITION THAT MAY POTENTIALLY AFFECT PROPER APPLICATION. STUD HEIGHTS ARE DETERMINED BY TESTING IN ACCORDANCE WITH ASTM E 72 USING AND TESTING OF METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN Ppr)TrrTpm EEhj 500 West Fulton Street Sattford, floriela 32771, P. 0. Dox 2808 Saftfurd, Florida 32772-22808 .Phoue 407 322-6841 Firx,107 330-0639 Engineers Sur-veyars .Architect,; _plaflllers Lanalseetpe Architects Enviromnental Scientists Culls trite tion Eng. C.O.A. N'o. 3215 Survey L..D. No. 7143 Ilech.l,ic..No. A.A.2600926 Landscp. Lic. No. LCO000298 ASSEMBLIES SPECIFIED BY ASTM C 754- PANEL CEILINGS; 20098. C. TEST Z) I* I Liu PRIMER FOR G OMPATIBILITY WITH rl I ('OVER B. ASTM C 636/C 636M -STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING A. PROHIBIT TRAFFIC ON RESILIENT FLOORING FOR 48 HOURS AFTER INSTALLATION. MATERIALS,- REPORT` INCOMPATIBLE PRIMER CONDITIONS AND SUBMIT RECOMMENDED 2) STUDS: "C" SHAPED WITH FLAT OR FORMED WEBS WITH KNURLED FACES. C F -IAN (3) [,-.S) FOR ARCHITECT'S APPROVAL. SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS; 2008. 3) RUNNERS: U SHAPED, SIZED TO MATCH STUDS. C. ASTM E 1264 -STANDARD CLASSIFICATION FOR ACOUSTICAL CEILING PRODUCTS-, 4) CEILING CHANNELS: C SHAPED. PREPARATION 0 5) FURRING: HAT -SHAPED SECTIONS, MINIMUM DEPTH OF 7/8 INCH (22 MM). 2008. A. PREPARE SURFACES AS SPECIFIED IN MPI ARCHITECTURAL PAINTING SPECIFICATION B. LOADBEARING STUDS FOR APPLICATION OF GYPSUM BOARD: AS SPECIFIED IN <D FIELD CONDITIONS SECTION 09900 - PAINTS AND COATINGS MANUAL AND AS FOLLOWS FOR THE APPLICABLE SURFACE AND COATING, IF MULTIPLE 0 z z A. MAINTAIN UNIFORM TEMPERATURE OF MINIMUM 60 DEGREES F, AND MAXIMUM lr-T\ PREPARATION TREATMENTS ARE SPECIFIED, USE AS MANY AS NECESSARY FOR BEST SECTION 05400. REFERENCE STANDARDS d C. CEILING HANGERS: TYPE AND SIZE AS SPECIFIED IN ASTM C 754 FORSPACING HUMIDITY OF 40 PERCENT PRIOR TO, DURING, AND AFTER ACOUSTICAL UNIT A. MPI (APL) -MASTER PAINTERS INSTITUTE APPROVED PRODUCTS LIST; MASTER RESULTS; WHERE THE MANUAL REFERENCES EXTERNAL STANDARDS FOR PREPARATION INSTALLATION. (E.G. SSPC STANDARDS), PREPARE AS SPECIFIED IN THOSE STANDARDS; COMPLY WITH REQUIRED. PAINTERS AND DECORATORS ASSOCIATION: CURRENT EDITION, (E.G. COATING MANUFACTURER'S SPECIFIC PREPARATION METHODS OR TREATMENTS, IF ANY. 4 w > BOARD MATERIALS NITS B. MPI (APSM) - MASTER PAINTERS INSTITUTE ARCHITECTURAL PAINTING SPECIFICATION Nu <a> ACOUSTICAL U A. MANUFACTURERS: MANUAL: MASTER PAINTERS AND DECORATORS ASSOCIATION; 2004. 1 A. MANUFACTURERS - GYPSUM -BASED BOARD: SUBMITTALS B. COORDINATE PAINTING WORK WITH CLEANING AND PREPARATION WORK SO THAT 1) CERTAINTEED CORPORATION: WWW.CERTAINTEED.(.QM. 1) ARMSTRONG WORLD INDUSTRIES, INC: WWW.ARMSTRONG.COM. A. PRODUCT DATA: PROVIDE COMPLETE LIST OF ALL PRODUCTS TO BE USED, WITH THE 2) CERTAINTEED CORPORATION: WWW.CERTAINTEED.COM. DUST AND OTHER CONTAMINANTS DO NOT FALL ON NEWLY PAINTED, WET SURFACES_ 2)GEORGIA-PACIFIC GYPSUM LLC: WWW.GP.COM/GYPSUM. 3) USG. WWW.USG.COM. FOLLOWING INFORMATION FOR EACH: C. SURFACE APPURTENANCES: PRIOR TO PREPARING SURFACES OR FINISHING, >� 3) NATIONAL GYPSUM COMPANY- WWW.NA'I'IQNALGYPSUM.COM. 1. MANUFACTURER'S NAME, PRODUCT NAME AND/OR CATALOG NUMBER, AND GENERAL REMOVE ELECTRICAL PLATES, HARDWARE, LIGHT FIXTURES, LIGHT FIXTURE TRIM, 4) USG CORPORATION: WWW.USG.COM- B. ACOUSTICAL UNITS - GENERAL: ASTM E 1264, CLASS A. PRODUCT CATEGORY (E.G. "ALKYD ENAMEL-). ESCUTCHEONS, MACHINED SURFACES, FITTINGS, AND SIMILAR ITEMS ALREADY C. ACOUSTICAL PANELS: PAINTED MINERAL FIBER, ASTM E 1264 TYPE 111, U.N.O. WITH INSTALLED THAT ARE NOT TO BE PAINTED. B. GYPSUM WALLBOARD: PAPER -FACED GYPSUM PANELS AS DEFINED IN ASTM C 1396/C THE FOLLOWING CHARACTERISTICS: 2. MPI PRODUCT NUMBER (E.G. MPI #47). 1396M; SIZES TO MINIMIZE JOINTS IN PLACE; ENDS SQUARE CUT. 1) SIZE: AS NOTED ON PLANS. 3. CROSS-REFERENCE TO SPECIFIED PAINT SYSTEM(S) PRODUCT IS TO BE USED IN; I IF REMOVAL IS, IMPRACTICAL OR IMPOSSIBLE BECAUSE OF THE SIZE OR WEIGHT OF 1) APPLICATION: USE FOR VERTICAL SURFACES AND CEILINGS, UNLESS OTHERWISE 2) THICKNESS: 518 INCHES. INCLUDE DESCRIPTION OF EACH SYSTEM (COPY OF RELEVANT MPI MANUAL PAGE IS THE ITEM, PROVIDE SURFACE -APPLIED PROTECTION BEFORE PREPARATION AND INDICATED. 3) COMPOSITION: WET FELTED. ACCEPTABLE). FINISHING. EXTRA MATERIALS 2. AFTER COMPLETING PAINTING IN EACH SPACE OR AREA, REINSTALL ITEMS REMOVED D 2) THICKNESS: VERTICAL SURFACES: 1/2 INCH or 5/8 INCH AS INDICATED. 4) DENSITY: 1.0 LB/CU FT 5.; NRC RANGE; 0.55 TO 0.65, DETERMINED A. SUPPLY I GALLON OF EACH COLOR; sTaRE WI.-IERE DIRECTED. USING WORKERS SKILLED IN THE TRADES INVOLVED, C. BACKING BOARD FOR WET AREAS: AS SPECIFIED IN ASTM E 1264. B. LABEL EACH CONTAINER WITH COLOR IN ADDITION TO THE MANUFACTURER'S LABEL- D. SURFACES: CORRECT DEFECTS AND CLEAN SURFACES WHICH AFFECT WORK OF 1) APPLICATION: SURFACES BEHINDTILE IN WET AREAS 6) EDGE: TEGULAR EDGE. 04� MANUFACTURERS THIS SECTION. REMOVE OR REPAIR EXISTING COATINGS THAT EXHIBIT SURFACE 2) ANSI CEMENT -BASED BOARD: NON -GYPSUM -BASED; AGGREGATED PORTLAND 7) SURFACE PATTERN: NON -DIRECTIONAL FISSURED, U.N.0 - A. PROVIDE ALL PAINT AND COATING PRODUCTS USED IN ANY INDIVIDUAL SYSTEM FROM DEFECTS. CEMENT PANELS WITH GLASS FIBER MESH EMBEDDED IN FRONT AND BACK SURFACES 8) SUSPENSION SYSTEM: EXPOSED GRID; U.N.O. THE SAME MANUFACTURER; NO EXCEPTIONS, E. MARKS: SEAL WITH SHELLAC THOSE WHICH MAY BLEED THROUGH SURFACE COMPLYING WITH ANSI Al 18.9 OR ASTM Cl 325-, THICKNESS AS INDICATED. <E> SUSPENSION SYSTEM B. PAINTS: ACCEPTABLE MANUFACTURERS ARE LIMITED TO THE FOLLOWING: FINISHES. A. MANUFACTURERS: 1. DURON, INC: WWW.DURON.COM. F. IMPERVIOUS SURFACES: REMOVE MILDEW BY SCRUBBING WITH SOLUTION OF D. CEILING BOARD: SPECIAL SAG -RESISTANT GYPSUM CEILING BOARD AS DEFINED IN 1) ARMSTRONG WORLD INDUSTRIES, INC: WWW.ARMSTRONG.COM. 2. BENJAMIN MOORS & GO' WWW.BENJAMINMOORE.COM. TETRA -SODIUM PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW ASTM C'1396/C 1396M, SIZES TO MINIMIZE JOINTS IN PLACE; ENDS SQUARE CUT. 2) CHICAGO METALLIC CORPORATION: WWW.CHICAGOMETALLIC.COM. 3. SHERWIN WILLIAMS: WWW.SHERWIN-WILLIAMS.COM SURFACE TO DRY. 1) APPLICATION: CEILINGS, UNLESS OTHERWISE INDICATED. 3) USG: WWW.USG.COM. MATERIALS -GENERAL APPLICATION 2) THICKNESS: 1/2 INCH (13 MM). B. SUSPENSION SYSTEMS - GENERAL: ASTM C 635; DIE CUT AND INTERLOCKING Q�_/ 3) EDGES: TAPERED. COMPONENTS, WITH STABILIZER BARS, CLIPS, SPLICES, PERIMETER MOLDINGS, AND A. APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND As HOLD DOWN CLIPS AS REQUIRED. APPROVED PRODUCT LIST, CURRENT EDITION AVAILABLE AT WWW.PAINTINFO.COM, FOR SPECIFIED OR RECOMMENDED BY MPI MANUAL, USING THE PREPARATION, PRODUCTS, <a> ACCESSORIES SPECIFIED MPI CATEGORIES, EXCEPT AS OTHERWISE INDICATED. SHEENS, TEXTURES, AND COLORS AS INDICATED. <a> ACCESSORIES A. SUPPORT CHANNELS AND HANGERS: GALVANIZED STEEL; SIZE AND TYPE TO SUIT 1. PROVIDE READY MIXED PAINTS, EXCEPT FIELD -CATALYZED COATINGS. 1. REMOVE, REFINISH, OR REPAINT WORK NOT COMPLYING WITH REQUIREMENTS. A. ACOUSTIC INSULATION: ASTM C 665; PREFORMED GLASS FIBER, FRICTION FIT TYPE. APPLICATION, SEISMIC REQUIREMENTS, AND CEILING SYSTEM FLATNESS REQUIREMENT 2. PROVIDE MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND THE B. DO NOT APPLY FINISHESOVER DIRT, RUST, SCALE, GREASE, MOISTURE, :SCUFFED SPECIFIED. SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS SURFACES, OR OTHER CONDITIONS DETRIMENTAL TO FORMATION OF A DURABLE B. JOINT MATERIALS: ASTM C 475 AND AS RECOMMENDED BY GYPSUM BOARD B. PERIMETER MOLDINGS: SAME MATERIAL AND FINISH AS GRID. DEMONSTRATED BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. COATING FILM, DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. MANUFACTURER FOR PROJECT CONDITIONS. C. TOUCH-UP PAINT: TYPE AND COLOR TO MATCH ACOUSTICAL AND GRID UNITS. PAINT SYSTEMS C. USE APPLICATORS AND METHODS BEST SUITED FOR SUBSTRATE AND TYPE OF 1) TAPE: 2 INCH WIDE, COATED GLASS FIBER TAPE FOR JOINTS AND CORNERS, EXCEPT INSTALLATION - SUSPENSION SYSTEM A. PROVIDE PREMIUM GRADE SYSTEMS (2 TOP COATS) AS DEFINED IN MPI MA"FE-RIAL BUNG APPLIED AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS. AS OTHERWISE INDICATED. A. INSTALL SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C 636/C 036M, ASTM E ARCFIITECTURAL PAINTING SPECIFICATION MANUAL, EXCEPT AS OTHERWISE INDICATED. D. MINIMUM COATING THICKNESS: APPLY PAINT MATERIALS NO THINNER THAN 2) READY -MIXED VINYL -BASED JOINT COMPOUND. 580/E 580M, AND MANUFACTURER'S INSTRUCTIONS AND AS SUPPLEMENTED IN THIS B. WHERE A -SPECIFIED PAINT SYSTEM DOES NOT HAVE A PREMIUM GRADE, PROVIDE MANUFACTURER'S RECOMMENDED SPREADING RATE; PROVIDE TOTAL DRY FILM C. TEXTURED FINISH MATERIALS: LATEX -BASED COMPOUND; PLAIN. SECTION. CUSTOM GRADE SYSTEM. THICKNESS OF ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURER. D. SCREWS FOR ATTACHMENT TO STEEL MEMBERS LESSTHAN 0.03 INCH IN THICKNESS, B. INSTALL LIGHT FIXTURE BOXES CONSTRUCTED OF GYPSUM BOARD ABOVE LIGHT � EXTERIOR PAINT SYSTEMS E. APPLY FINISH TO COMPLETELY COVER SURFACES WITH UNIFORM APPEARANCE TO WOOD MEMBERS, AND TO GYPSUM BOARD: ASTM C 1002: SELF -PIERCING TAPPING FIXTURES IN ACCORDANCE WITH FIRE RATED ASSEMBLY REQUIREMENTS AND LIGHT A. CONCRETE HORIZONTAL SURFACES: ,3� CLEANING AND PROTECTION -TYPE, CADMIUM -PLATED FOR EXTERIOR LOCATIONS. FIXTURE VENTILATION REQUIREMENTS. 1. EXT 3.2A LATEX FLOOR PAINT: MPI #60, - A. COLLECT WASTE MATERIAL WHICH MAY CONSTITUTE A FIRE HAZARD, PLACE IN E_ SCREWS FOR ATTACHMENT TO STEEL MEMBERS FROM 0.033 TO 0.112 INCH IN <j> INSTALLATION - ACOUSTICAL UNITS B. CONCRETE SEALER: CLOSED METAL CONTAINERS, AND REMOVE DAILY FROM SITE. Q) THICKNESS: ASTM C 954; STEEL DRILL SCREWS FOR APPLICATION OF GYPSUM BOARD A. INSTALL ACOUSTICAL UNITS IN ACCORDANCE WITH MANUFACTURER'S 1. EXT 3.2G SEALER, CLEAR: MPI #104. B. AT THE END OF EACH WORKDAY, REMOVE EMPTY CANS, RAGS, RUBBISH, AND OTHER m TO LOADBEARING STEEL STUDS. INSTRUCTIONS. D. CONCRETE MASONRY UNITS: DISCARDED PAINT MATERIALS FROM SITE. FANCHORAGE TO SUBSTRATE: TIE WIRE, NAILS, SCREWS, AND OTHER METAL B. FIT ACOUSTICAL UNITS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS 1. WATER REPELLANT AS SPECIFIED IN DRAWINGS. C. PROTECT OTHER WORK, WHETHER BEING PAIN -FED OR NOT, AGAINST DAMAGE BY '. SUPPORTS, OF TYPE AND SIZE TO SUIT APPLICATION; TO RIGIDLY SECURE MATERIALS IN DETRIMENTAL TO APPEARANCE AND FUNCTION. 2. EXT 4.2A LATEX: BLOCK FILLER MPI #4, LATEX MPI #10, 11, 15 OR 119. PAINTING. CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING, AND 11 -11, -A, <d z PLACE. C. FIT BORDER TRIM NEATLY AGAINST ABUTTING SURFACES. E. STRUCTURAL STEEL AND METAL FABRICATIONS: REPAINTING AS APPROVED BY ARCHITECT. D. INSTALL UNITS AFTER ABOVE -CEILING WORK IS COMPLETE. 1. APPLICATIONS INCLUDE BUT ARE NOT LIMITED TO DOORS. D. PROVIDE "WET PAINT" SIGNS TO PROTECT NEWLY PAINTED FINISHES. REMOVE -0 <J� EXAMINATION E. INSTALL ACOUSTICAL UNITS LEVEL, IN UNIFORM PLANE, AND FREE FROM TWIST, TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS TO PROTECT THEIR WORK 0 2. EXT 5AA QUICK DRY ENAMEL: Q.D. PRIMER MPI #76, Q.D. ENAMEL MPI #81 OR 96. 0 to AFTER COMPLETING PAINTING OPERATIONS. LU z A. VERIFY THAT PROJECT CONDITIONS ARE APPROPRIATE FOR WORK OF THIS SECTION WARP, AND DENTS. A. SEMI -GLOSS. E. ATCOMPLETION OF GON3'FRU(��TION ACTIVITIES OF OTHER TRADES, TOUCH UP AND > z TO COMMENCE. F. CUTTING ACOUSTICAL UNITS: F. ALUMINUM: FRAMING INSTALLATION 1) CUT TO FIT IRREGULAR GRID AND PERIMETER EDGE TRIM. 1. APPLICATIONS INCLUDE FRAMES. RESTORE DAMAGED OR DEFACED PAINTED -SURFACES. COMPLY WITH PROCEDURES A. METAL FRAMING: INSTALL IN ACCORDANCE WITH ASTM C 754 AND MANUFACTURER'S 2) MAKE FIELD OUT EDGES OF SAME PROFILE AS FACTORY EDGES. 2. EXT 5AA ALKYD: VINYL WASH PRIMER MPI #80, ALKYD MPI #8, 9 OR 94. SPECIFIED IN MPI MANUAL. INSTRUCTIONS. 3) DOUBLE CUT AND FIELD PAINT EXPOSED REVEAL EDGES. A. SEMI -GLOSS. B. SUSPENDED CEILINGS AND SOFFITS: SPACE FRAMING AND FURRING MEMBERS AS G. INSTALL HOLD-DOWN CLIPS ON PANELS WITHIN 20 FT OF AN EXTERIOR DOOR. I. STUCCO WALLS AND SOFFITS: INDICATED. 1. EXT 9.1A LATEX: LATEX MPI #10, 11, 1508119. 0 DIVISION 10 -SPECIALTIES 2 .2 Z C. STUDS: SPACE STUDS AS SCIIEDULLD. o - SECTION 09650 -RESILIENT FLOORING INTERIOR PAINT SYSTEMS 1) EXTEND PAR-1-1-FIQN FRAMING TQ STRUCTURE WHERE INDICATED AND TO CEILING IN 0 A. CONCRETE HORIZONTAL SURFACES: 0 .1010 4" 1 U) -5 U OTHER LOCATIONS. RLFERENCE STANDARDS SECTION 10523 - FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES - 2) PARTITIONS TERMINATING AT CEILING: ATTACH CEILING RUNNER SECURELY TO A. ASTM F 1066 - STANDARD SPECIFICATION FOR VINYL COMPOSITION FLOOR TILE, 2004. 1. INT 3.2A. LATEX FLOOR PAINT: LATEX PORCH & FLOOR PAINT MPI #60 OR 68. CEILING TRACK IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. ASTM F 1861 - STANDARD SPECIFICATION FOR RESILIENT WALL BASE; 2008. 2. INT 3.2F CONCRETE FLOOR SEALER: CONCRETE FLOOR SEALER MPI 9104. /7 REFERENCE STANDARDS \_1 D. OPENINGS: REINFORCE OPENINGS AS REQUIRED FOR WEIGHT OF DOORS OR B. CONCRETE MASONRY UNITS: A. NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS; 2010. OPERABLE PANELS, USING NOT LESS THAN DOUBLES3TUDS AT JAMBS. TILE FLOORING 1. INT 4.2A LATEX: LATEX BLOCK FILLER MPI #4, LATEX MPI 943,44,52,53,64 OR 114. B. UL (PFFD) -FIRE PROTECTION EQUIPMENT DIRECTORY; UNDERWRITERS A. VINYL COMPOSITION TILE: HOMOGENEOUS, WITH COLOR EXTENDING THROUGHOUT C. STRUCTURAL STEEL AND METAL FABRICATIONS: LABORATORIES INC.; CURRENT EDITION. E. STANDARD WALL FURRING: INSTALL AT MASONRY WALLS SCHEDULED TO RECEIVE 1. INT 5AA QUICK DRY ENAMEL: Q.D. PRIMER MPI #76, Q.D. ENAMEL MPI #81 OR 96. THICKNESS, AND: /0 SUBMITTALS z GYPSUM BOARD, NOT MORE THAN 4 INCHES FROM FLOOR AND CEILING LINES AND 1) MINIMUM REQUIREMENTS: COMPLY WITH ASTM F 1066, OF CLASS CORRESPONDING TO D. ALUMINUM (NOT ANODIZED); A. SHOP DRAWINGS: INDICATE CABINET PHYSICAL DIMENSIONS. 0 ABUTTING WALLS. SECURE IN PLACE ON ALTERNATE CHANNEL FLANGES. 1. APPLICATIONS INCLUDE BUT ARE NOT LIMITED TO FRAMES, SASH, SILLS, FLASHING, TYPE SPECIFIED. B. PRODUCT DATA; PROVIDE EXTINGUISHER OPERATIONAL FEATURES. Z X 1) ORIENTATION: HORIZONTAL. 2) SIZE: 12 X 12 INCH; UNLESS NOTED OTHERWISE HANDRAILS, RAILINGS, AND POSTS. MANUFACTURERS . UJ y- 2) SPACING: AS INDICATED. 2. INT 5AA ALKYD: VINYL WASH PRIMER MPI #80, ALKYD MPI #47,48,49 OR 51. 0 uj 3) THICKNESS: 0.125 INCH. A. FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES: �5 W E. DIMENSION LUMBER: (N < D8 BOARD INSTALLATION 4) PATTERN: BY OWNER. 1. APPLICATIONS INCLUDE BUT ARE NOT LIMITED TO COLUMNS, BEAMS, EXPOSED 1. JL INDUSTRIES, INC: WWW.JLINDUSTRIES.COM. LL_ m 5)MANUFACTURERS: JOISTSUNDERSIDE OF DECKINGAND SIDING: 2. LARSEN'S MANUFACTURING CO: WWW.LARSENSMFG.COM. 3: , , A- COMPLY WITH ASTM C 840. INSTALL TO MINIMIZE BUTT END JOINTS, ESPECIALLY IN FIRE EXTINGUISHERSt 'j U- - ARMSTRONG WORLD INDUSTRIES, INC: WWW.ARMSTRONG.COM OR EQUAL F. DRESSED LUMBER: %_-w HIGHLY VISIBLE LOCATIONS. A. FIRE EXTINGUISHERS - GENERAL: COMPLY WITH PRODUCT REQUIREMENTS OF NFPA B. SINGLE -LAYER NON -RATED: INSTALL GYPSUM BOARD WITH ENDS AND EDGES 1. APPLICATIONS INCLUDE BUT ARE NOT LIMITED TO DOORS, DOOR FRAMES, WINDOW 10 AND APPLICABLE CODES, WHICHEVER IS MORE STRINGENT. W 0 OCCURRING OVER FIRM BEARING. RESILIENT BASE FRAMES, WINDOW CASINGS, TRIM, BASEBOARDS, AND MOLDINGS. � C. EXTERIOR SHEATHING: COMPLY WITH ASTM c 1280. INSTALL SH EATi.-IING WITH A. RESILIENT BASE: ASTM F 1361, TYPE TS RUBBER, VULCANIZED THERMOSET; TOP 2. INT 6.3A HIGH PERFORM ARCHITECTURAL LATEX: LATEX PRIMER MPI #39, HIPAC 0 EDGES BUTTEDTIGHT AND ENDS OCCURRING OVER FIRM BEARING. SET STYLE A, STRAIGHT, AND AS FOLLOWS: LATEX MPI #138,139,140 OR 141. 1. PROVIDE EXTINGUISHERS LABELED BY UL FOR THE PURPOSE SPECIFIED AND u - INDICATED. z D. CEMENTITIOUS BACKING BOARD: INSTALL OVER STEEL FRAMING MEMBERS AND 1) HEIGHT: 4 INCH; UNLESS NOTED OTHERWISE. 3. INT 6.3C SEMI -TRANSPARENT STAIN: WOOD STAIN MPI #90. FIRE EXTINGUISHER CABINETS <a> PLYWOOD SUBSTRATE WHERE INDICATED, IN ACCORDANCE WITH ANSI A108.11 2) THICKNESS: 0.125 INCH THICK. G. PLASTER AND GYPSUM BOARD: LLQ AND A. METAL: FORMED PRIMED STEEL SHEET; 0.036 INCH THICK BASE METAL. MANUFACTURER'S INSTRUCTIONS. 3) FINISH: MATTE; UNLESS NOTED OTHERWISE. 1. APPLICATIONS INCLUDE BUT ARE NOT LIMITED TO WALLS, CEILINGS, SOFFITS, AND B. CABINET CONFIGURATION: RECESSED AND /OR SURFACE MOUNTED TYPE AS z E=_ INSTALLAHON ON METAL FRAMING, USE !3GREENS FOR ATTACHMENT OF ALL GYPSUM 4) LENGTH: ROLL. BULKHEADS. Lu BOARD, 5) COLOR: COLOR AS SELECTED FROM MANUFACTURER'S STANDARDS. 2. INT 9.2A LATEX: LATEX PRIMER SEALER MPI #50, LATEX #43,44,52,53,54 OR 114. NOTED ON DRAWINGS. (D Z F. MOISTURE PROI*ECTION; TREATCU"FEDGES, ANOHOL.ES IN MOISTURE RESISTANT 6) MANUFACTURERS: SCOPE - SURFACES BE FINISHED 1. TRIMLESS TYPE UNLESS OTHERWISE NOTED. C. DOOR; 0.036 INCH THICK, REINFORCED FOR FLATNESS AND RIGIDITY,- LATCH. HINGE GYPSUM BOARD AND EXTERIOR GYPSUM SOFFIT BOARD WITH SEALANT. - JOHNSONITE, INC: WWW.JOHNSC)NITE.COM. OR EQUAL A. PAINT ALL EXPOSED SURFACES EXCEPT WHERE INDICATED NOT TO BE PAINTED OR DOORS FOR 180 DEGREE OPENING WITH TWO BUTT HINGES, PROVIDE NYLON CATCH. TO REMAIN NATURAL; THE TERM "EXPOSED" INCLUDES AREAS VISIBLE THROUGH <#> INSTALLATION OF TRIM AND ACCESSORIES < 4> ACCESSORIES PERMANENT AND BUILT-IN FIXTURES WHEN THEY ARE IN PLACE. D. DOOR GLAZING: PLASTIC, CLEAR, 1/8 INCHTHICK ACRYLIC. SET IN RESILIENT A. CONTROL JOINTS: PLACE CONTROL JOINTS CONS 1:�3'FENT WITH LIN E-3 Or, BUILDING B_ PAINT THE SURFACES INDICATED ON THE DRAWINGS, AND AS FOLLOWS: CHANNEL GASKET GLAZING. SPACES AND AS INDICATED. A. SUBFLOOR FILLER: WHITE PREMIX LATEX; TYPE RECOMMENDED BY ADHESIVE 1. IF A SURFACE, MATERIAL, OR ITEM IS NOT SPECIFICALLY MENTIONED, PAINT IN THE ACCESSORIES MATERIAL MANUFACTURER. SAME MANNER AS SIMILAR SURFACES, MATERIALS, OR ITEMS, REGARDLESS OF A. EXTINGUISHER BRACK'ETS: FORMED STEEL, CHROME -PLATED. B. , 1) NOT MORE THAN 30 FEET APART ON WALLS AND CEILINGS OVER 50 FEET LONG. BPRIMERSADHESIVES, AND SEAMING MATERIALS: WATERPROOF; TYPES WHETHER COLORS ARE INDICATED OR NOT. Sheet No. 2) AT EXTERIOR SOFFITS, NOT MORE THAN 30 FEET APART IN BOTH DIRECTIONS. RECOMMENDED BY FLOORING MANUFACTURER. 2. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNISHINGS THE SAME AS <-6-> EXAMINATION B. CORNER BEADS: INSTALL AT EXTERNAL CORNER"), USING LONGEST PRACTICAL C. MOLDINGS, TRANSITION AND EDGE STRIPS: SAME MATERIAL AS FLOORING. SIMILAR EXPOSED SURFACES. INSTALLATION 3. PAINT SURFACES TO BE CONCEALED BEHIND PERMANENTLY INSTALLED FIXTURES, - A. VERIFY EX131"ING CONDITIONS BEFORE STARTING WORK. MOIL <7> ff LENGTH$. PREPARATION ')N A. PREPARE SUB -FLOOR SURFACES AS RECOMMENDED BY FLOORING AND ADHESIVE EQUIPMENT, AND FURNISHINGS, USING PRIMER ONLY, PRIOR TO INSTALLATION OF THE A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIC 51 IVGSm :3 MANUFACTURERS. PERMANENT ITEM. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION A 31 B 9-6 G 36 U- �. #===Own m 4 HR. RATED WALL -j lj'� > 1 ((15) F- ((p FE )FE > < j <1 < > _j fammummm m a 0 ull J < __J . . ..... . F_ Lu < w > w m a LL, L Ld > A LLJ LLI w uj JJ 4 Lu z < L < > w > > 05 < X C -t r W < F-71 > 31 OCCUPANTS 31 OCCUPANTS 0 31 OCCUPANTS � -0 BUILDING PERMIT SUBMITTAL LIFE SAFETY INFO. & BUILDING DATA FLORIDA BUILDING CODE 2010 FLORIDA MECHANICAL CODE 2010 NATIONAL ELECTRICAL CODE 2008, NFPA 70 FLORIDA PLUMBING CODE 2010 FLORIDA FIRE PREVENTION CODE 2010 NFPA 101 FLORIDA EDITION & NFPA 1 2009 FLORIDA ACCESSIBILITY OCCUPANCY CLASS: 'A3 ASSEMBLY CONSTRUCTION TYPE.""'� TYPE 11113, NON-SPRINKLERED PROPOSED BUILDING (AREA: 1,540 SQ. FT. EXISTING SANCTUARY - 6,16-2-SQFT.- + 471 SQ. FT. HALLWAY ADDITION A 65 6,633 SQ. F.T B 9.6 OCCUPANTLOAD C 36 TOTAL ALLOWABLE OCCUPANCY = 96 PEOPLE LIFE SAFETY PLAN N A0.1 SCALE: 1/4" =1'-0" u Ate,_'"�Axx�-nrtrY,��r-,j.�srrrsrsrr-r^""' Lam,..---,•-•-•• .�...o..—•'---.......�.�. ..` �— _.�i ,�. . DESIGN NO. U905 SEPTEMBER 30, 2010 BEARING WALL RATING — 2 HR. NONBEARING WALL RATING — 2 HR LOAD RESTRICTED FOR CANADIAN APPLICATIONS — SEE GUIDE BXUV7 651 SQ. FT. / 7 SQ. FT. PER PERSON NET = 93 PEOPLE 336 SQ. FT. / 100 SQ. FT. PER PERSON NET = 3 PEOPLE I EXIT REQUIREMENTS I MAXIMUM ALLOWABLE TRAVEL DISTANCE: (FBC 1016.1) MAXIMUM ALLOWABLE DEAD END: (FBC 1017.3) MAXIMUM COMMON PATH OF TRAVEL (FBC 1014.3) ALLOWED 200' PROVIDED 58' ALLOWED 20' PROVIDED N/A ALLOWED 126' PROVIDED N/A EGRESS DOOR WIDTH PER PERSON (FBC 1005.1) = 0.2" X # OF OCCUPANTS = .2" X 96 = 19.2" EXIT DOOR CLEAR OPENING: 36" PROVIDED MINIMUM # OF EXITS: 2 REQUIRED / 2 PROVIDED SYMBOL LEGEND 1. CONCRETE BLOCKS* —VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE rlNOTE- MANUFACTURERS. 2. MORTAR — BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER — ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL — IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC' — (OPTIONAL -NOT SHOWN) —1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO — TYPE THERMAX SHEATHING, THERMAX LIGHT DUTY INSULATION, THERMAX HEAVY DUTY INSULATION, THERMAX METAL BUILDING BOARD, THERMAX WHITE FINISH INSULATION, THERMAX Cl EXTERIOR INSULATION, THERMAX IH INSULATION, THERMAX PLUS LINER PANEL AND THERMAX HEAVY DUTY PLUS (HDP) TRAVEL PATH START OF TRAVEL EXIT ARROW EMERGENCY / EXIT LIGHT COMBO PACK FIELD VERIFY EXISTING PROVIDE NEW AS REQUIRED EGRESS CALCULATION - A OCCUPANT LOAD AT THIS EXIT B REQUIRED EXIT wiDTH (INCHES) PROVIDED EXIT WIDTH (INCHES) THE NEW 1,540 SQ. FT. ASSEMBLY BUILDING IS SEPARATED FROM THE EXISTING SANCTUARY AND FELLOWSHIP HALL WITH A 4 HOUR WALL PER UL #U905; THEREBY ELIMINATING THE REQUIREMENT FOR FIRE SPRINKLERS IN EITHER FACILITY. THE EXISTING AREA OF THE SANCTUARY AND FELLOWSHIP HALL WITH THE ADDITION OF THE CIRCULATION HALLWAY IS 6,633 SQ. F.T. WHICH IS LESS THAN THE ALLOWABLE SQUARE FOOTAGE FOR TYPE 313 CONSTRUCTION OF AN A3 ASSEMBLY FACILITY. EEhj 500 West Fulton Street Sanford, Fturida 32771 P. 0. Box 21808 Satiford, Floritla 32772-2808 Phoney 407 322-684.1 Fax 407 330-O639 Engineers Surveyors Architects IaZcaraners Landscape Architech; Con_qtruction, miallagelizent 77rafficl 1'ransportation Eng— C.O.A. No. 3215 Survey L-8. No. 7.14:3 Arch. Lice. No. AA2600926 Landsep. Lie. No. LC0000298 2012 j 0 p 0 :7 <1 I --lp I <I- <� 1 <-I C) z 0 Ag w F- F- < W w F- 00 r N U. 0 'z w z w Ll - Q00< 5z > 2 Da v) aw 0 z -a --)u_ j Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Ll U- 0 Ag w F- F- < W w F- 00 r N U. 0 'z w z Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 121 111 n IKIP`_• 0C0RAI r 421 1QRfiI"r*rA r NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION BUILDING PERMIT SUBMITTAL NO*I"F:'f'Hr"*i SCALr: OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION BUILDING PERMIT SUBMITTAL NO*I-E:'*FHE SCALE OF]"HESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 04 z 0 A w 9 2 CD NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE --1-'0 RFPRODUCTION QEKjNrj CpNSTRUCTI.ON 2 X 2 ACOUSTICAL CEILING TILE ON lY,6` mE,rAL'I"RACK SUSPENSION SYSTEM t— r mm own mm now i- 3.0 4 TOP OF WALL ELEV. = 11 VA" X QXT_EELQR WALL CONSTRU_ ON STUCCO OVER 8" CONCRETE '�, ® mma 0 BLOCK WALL W/REINFORCEMENT PER STRUCTURPd_ DESIGN SPECIFICATIONS. INSULATE WITH INJECTED AMINO-PLAST FXPANDABLE FOAM OR EQUAL 12 7 ROOFING SYSTEM: 310 #; 20 YEAR WARRANTY ARCHITECTURAL SHINGLES (COLOR TO MATCH EXISTING); INSTALL OVER 30 LB. BLDG. FELT OVER EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED ROOF TRUSSES. 12 WALL CONSTRUCTION: 8"X 8"x16° CMU, AT FOUR HOUR WALL LOCATIONS AS DESIGNATED ON PLAN ALL CELLS SHALL BE FILLED WAITINGWITH GROu'r PER UL4U904. FINISH INTERIOR WITH OFFICE ROOM GYPSUM BOARD OVER I Fl F105 METAL FURRING AT' 16" O.C. ROOFING SYSTEM: 60 MIL. TPO ROOFING MEMBRANE OVER /2' DENSDECK COVERBOARD ON 3" TAPERED POLYISOCYANURATE RIGID INSULATION OVER Ya" CDX SHEATHING ON PRE-ENGINEERED ROOF TRUSSES 6 HAIL RA SCALE: 3" =1'-O" 7:77 2'X 2' STAINED WOOD ACCESS PANEL HANDRAIL VINYL SOFFIT AT EACH WINDOW � LOCATION 2 X4 BLOCKI NO0 F- ui uj (0 uj 00 � 04 U. U. Z <t WALL CONS ERUCT ION: Cl z 2X6FRAME. 'I HR. FIRE:` RATED FRAME CONSTRUCTION WITH 2 LAYERS OF BEARING WALL WITH 2 LAYERS TYPE X GYPSUM BOARD W/ 3" OF ( BikTTINSULATION /%" `\ 6 HAIL RA SCALE: 3" =1'-O" EXISTING SANCTUARY _j 0) _7A3:0 WALL CONSTRUCTION: INFILL BEHIND EXISTING WINDOW WITH FRAMING AND GYPSUM PAINTED BLACK. REFER To ELECTRICAL DWO.9. FOR BACK LIGHT. E -ENGINEER` D PR = C ROOF TRUSSES @ 24" O -C. OPEN CELL SPRAYFOAM INSULATION IN THICKNESS CO EQUAL R30 Y2" CDX PLYWD - — ----- NON-PERFORATED VINYL SOFFIT WSTUCCO OVER 8" CONCRETE BLOCK WALL W/ LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AND VERTICAL BARS PER STRUCTURAL DESIGN SPECIFICATIONS. INSULATE WITH INJECTED AMINO-PLAST EXPANDABLE FOAM OR EQUAL T-6" WIDE PRECAST LINTEL OVER 6-8" OPENING WITH 1 #5 REBAR TYPICAL AT EACH TRANSOM WINDOW 4 Y2"x I Y4" CLEAR FINISH r ALUMINUM STOREFRONT FRAMING WITH Xt" FIXED _-,-LAZING V _F -V V - ALUMINUM PAN FLASHING 4" THICK CONC. r DRYWALL FLOOR SLAB CEILING CONSTRUCTION: i OVER CONTINUOUS 10 MIL 2 LAYERS OF %" TYPE X FOR I HR. FIRE RA,w.D WALL POLYETHYLENE VAPOR BARRIER; GYPSUM FASTENED ALONG REFER TO STRUCTURAL FOR BOTTOM CHORD OF TRUSS _eA FQQ'rER,91ZE AND REINFORCING FOR 1 HR ASSEMBLY ya 171 . 4 EAVE DETAIL IN HALLWAY g�g A3.0 SCALE: 1 1/2" =1'-0„ F, 061 - 0k3 F LMDMINk.:� 60 MIL. TPO ROOFING MEMBRANE OVER 1/2" FLASHIN AND ....... ... .... ...... . ............ .......... ..... ...... ................ RATED FRAME WALL.-, I HR. FIRE <1 DENSIDECK COVERBOARD ON TAPERED SEALANTOVER . ......... POLYISOCYANURATE RIGID INSULATION OVER 2 X 10 P.T. 2 X 10 P.T. WITH 2 LAYERS 3/4" CDX SHEATHING ON PRE-ENGINEERED WOOD CLOSURE STRIP ....................... O.C. TYPE X GYPSUM WOOD . ..... ROOF TRUSSES 24' BOARD ON FRAME WALL < STRIP CLOSURE REFER TO CONSTRUCTION ................ STRUCTURAL X X, FOR BOND BEAM SEEM REFER TO STRUCTURAL 2x10 BASE PLATE REINFORCING TO FRAME OUT DRAWINGS FOR AROUND EXISTING FASTENERS RIM:. BUMPOUTS 2 X 2 ACOUSTICAL CEILING kill NEW (3) 2 x12 DEEP TILE ON METAL TRACK FLOORING AND BASE XXXX BEAM ATTACHED SUSPENSION SYSTEM TO DOUBLE STUDS AS SCHEDULED ON EITHER SIDE OF EXISTING 'N GYPSUM BOARD OPENING. REFER TO STRUCTURAL. 4" THICK CONIC. FLOOR SLAB METAL FURRING OVER 1 Y2" M OVER CONTINUOUS 10 MIL @ 16" O.C. POLYETHYLENE VAPOR . .........ry BARRIER; REFER TO S1.0 REINFORCEMENT A PER I HR. FIRE RATED FOR FOOTING 8" CONCRETE BLOCK WALL W/ FINISHED FLOOR . ... . STRUCTURAL DESIGN ............ .. I. EL. -100'-0" CEILING WITH 2 LAYERS 1 .. ................... . . . . .. . .......... SPECIFICATIONS. GROUT FILL DOUBLE 2x8 TOP TYPE X GYPSUM CELLS AS DESIGNATED ON PLAN ej .............. . ......... BOARD 4. PLATE FOR 4 HR. FIRE RATED WALL. 4 41 13, 4 EXISTING WALL 1 HR. FIRE TO REMAIN RATED FRAME BEARING \ �. a 3 WALL WITH 2 LAYERS %" Z=Z TYPE X GYPSUM 1 HR. FIRE . . . . . . . . . . . . . 5.. . . . . . . . . . . M BOARD W/ 3 OF BATT .. ... . . . I _-] . ......... RATED FRAME WALL; R, PRECAST LINTEL . ..... . INSULATION WITH 2 LAYERS Y8" PER STRUCTURAL TYPE X GYPSUM BOARD ON FRAME WALL CONSTRUCTION TI -1 PILASTER DETAIL. � �10 SCALE: 11/2" =V-Ot' I I 1:3 A r2 PILASTER DETAIL. r3 FrNI-WIN DETAIL �A3.0 SCALE: 11/2" =1'-0" A3.0 SCALE: 11/2" =1'-0" 5 EAVE D A3.0 SCALE: 11/2" =1'-0" Now NEW 6" DEEP ALUMINUM GUTTER ATTACHED OVER NEW 2X 8 P.T_ FASCIA WRAPPED WITH ALUMINUM BREAK METAL FLASHING HURRICANE STRAP PER -URAL STRUCI 2 X 41 CONTINUOUS NAILER xi 7 7 2 X 2 ACOUSTICAL CEILING TILE ON METAL TRACK SUSPENSION SYSTEM SHIM CAULK Y2" CULTURED MARBLE SILL Y6" GYPSUM BOARD OVER I Y2" ME -T AL FFURRING 16" O.C. KNOCK -OUT BLOCK WITH 1 #5 REBAR NEW 6" DEEP ALUMINUM GUTTER ATTACHED OVER NEW 2X 8 P.T. FASCIA WRAPPED WITH ALUMINUM BREAK METAL FLASHING .............. 50() WOst-I'llitutl Street Sanford, Flurida 32 771 I:,. C). .0(,Px 2808 S411-Vilrd, I'lorielft 32772-2808 1"'llone 407 322-b84:1 Fax ,1073j,0-0639 Surveyors Archifect5 Illanners Landscape Architffcts Enviromwental Svientjsts cun�;trllction, Affillagement 'Traffiel Transportation Eng. C.O.A. No. 32!5 Su-,rzley L..B. No. 7:1z13 Arch. Uc. No. A 260092 L-indscp. 13c, No. LCOvow Q 201? < z Z. 0 0 01- U 1 > NON -PERFORATED 2'X 2' FIRE RATED MILCOR ACCESS PANEL VINYL SOFFIT AT EACH WINDOW z LOCATION W F- ui uj (0 uj 00 � 04 U. U. Z <t WALL CONS ERUCT ION: Cl z 2X6FRAME. (> CONSTRUCTION WITH 2 LAYERS OF EXISTING SANCTUARY _j 0) _7A3:0 WALL CONSTRUCTION: INFILL BEHIND EXISTING WINDOW WITH FRAMING AND GYPSUM PAINTED BLACK. REFER To ELECTRICAL DWO.9. FOR BACK LIGHT. E -ENGINEER` D PR = C ROOF TRUSSES @ 24" O -C. OPEN CELL SPRAYFOAM INSULATION IN THICKNESS CO EQUAL R30 Y2" CDX PLYWD - — ----- NON-PERFORATED VINYL SOFFIT WSTUCCO OVER 8" CONCRETE BLOCK WALL W/ LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AND VERTICAL BARS PER STRUCTURAL DESIGN SPECIFICATIONS. INSULATE WITH INJECTED AMINO-PLAST EXPANDABLE FOAM OR EQUAL T-6" WIDE PRECAST LINTEL OVER 6-8" OPENING WITH 1 #5 REBAR TYPICAL AT EACH TRANSOM WINDOW 4 Y2"x I Y4" CLEAR FINISH r ALUMINUM STOREFRONT FRAMING WITH Xt" FIXED _-,-LAZING V _F -V V - ALUMINUM PAN FLASHING 4" THICK CONC. r DRYWALL FLOOR SLAB CEILING CONSTRUCTION: i OVER CONTINUOUS 10 MIL 2 LAYERS OF %" TYPE X FOR I HR. FIRE RA,w.D WALL POLYETHYLENE VAPOR BARRIER; GYPSUM FASTENED ALONG REFER TO STRUCTURAL FOR BOTTOM CHORD OF TRUSS _eA FQQ'rER,91ZE AND REINFORCING FOR 1 HR ASSEMBLY ya 171 . 4 EAVE DETAIL IN HALLWAY g�g A3.0 SCALE: 1 1/2" =1'-0„ F, 061 - 0k3 F LMDMINk.:� 60 MIL. TPO ROOFING MEMBRANE OVER 1/2" FLASHIN AND ....... ... .... ...... . ............ .......... ..... ...... ................ RATED FRAME WALL.-, I HR. FIRE <1 DENSIDECK COVERBOARD ON TAPERED SEALANTOVER . ......... POLYISOCYANURATE RIGID INSULATION OVER 2 X 10 P.T. 2 X 10 P.T. WITH 2 LAYERS 3/4" CDX SHEATHING ON PRE-ENGINEERED WOOD CLOSURE STRIP ....................... O.C. TYPE X GYPSUM WOOD . ..... ROOF TRUSSES 24' BOARD ON FRAME WALL < STRIP CLOSURE REFER TO CONSTRUCTION ................ STRUCTURAL X X, FOR BOND BEAM SEEM REFER TO STRUCTURAL 2x10 BASE PLATE REINFORCING TO FRAME OUT DRAWINGS FOR AROUND EXISTING FASTENERS RIM:. BUMPOUTS 2 X 2 ACOUSTICAL CEILING kill NEW (3) 2 x12 DEEP TILE ON METAL TRACK FLOORING AND BASE XXXX BEAM ATTACHED SUSPENSION SYSTEM TO DOUBLE STUDS AS SCHEDULED ON EITHER SIDE OF EXISTING 'N GYPSUM BOARD OPENING. REFER TO STRUCTURAL. 4" THICK CONIC. FLOOR SLAB METAL FURRING OVER 1 Y2" M OVER CONTINUOUS 10 MIL @ 16" O.C. POLYETHYLENE VAPOR . .........ry BARRIER; REFER TO S1.0 REINFORCEMENT A PER I HR. FIRE RATED FOR FOOTING 8" CONCRETE BLOCK WALL W/ FINISHED FLOOR . ... . STRUCTURAL DESIGN ............ .. I. EL. -100'-0" CEILING WITH 2 LAYERS 1 .. ................... . . . . .. . .......... SPECIFICATIONS. GROUT FILL DOUBLE 2x8 TOP TYPE X GYPSUM CELLS AS DESIGNATED ON PLAN ej .............. . ......... BOARD 4. PLATE FOR 4 HR. FIRE RATED WALL. 4 41 13, 4 EXISTING WALL 1 HR. FIRE TO REMAIN RATED FRAME BEARING \ �. a 3 WALL WITH 2 LAYERS %" Z=Z TYPE X GYPSUM 1 HR. FIRE . . . . . . . . . . . . . 5.. . . . . . . . . . . M BOARD W/ 3 OF BATT .. ... . . . I _-] . ......... RATED FRAME WALL; R, PRECAST LINTEL . ..... . INSULATION WITH 2 LAYERS Y8" PER STRUCTURAL TYPE X GYPSUM BOARD ON FRAME WALL CONSTRUCTION TI -1 PILASTER DETAIL. � �10 SCALE: 11/2" =V-Ot' I I 1:3 A r2 PILASTER DETAIL. r3 FrNI-WIN DETAIL �A3.0 SCALE: 11/2" =1'-0" A3.0 SCALE: 11/2" =1'-0" 5 EAVE D A3.0 SCALE: 11/2" =1'-0" Now NEW 6" DEEP ALUMINUM GUTTER ATTACHED OVER NEW 2X 8 P.T_ FASCIA WRAPPED WITH ALUMINUM BREAK METAL FLASHING HURRICANE STRAP PER -URAL STRUCI 2 X 41 CONTINUOUS NAILER xi 7 7 2 X 2 ACOUSTICAL CEILING TILE ON METAL TRACK SUSPENSION SYSTEM SHIM CAULK Y2" CULTURED MARBLE SILL Y6" GYPSUM BOARD OVER I Y2" ME -T AL FFURRING 16" O.C. KNOCK -OUT BLOCK WITH 1 #5 REBAR NEW 6" DEEP ALUMINUM GUTTER ATTACHED OVER NEW 2X 8 P.T. FASCIA WRAPPED WITH ALUMINUM BREAK METAL FLASHING .............. 50() WOst-I'llitutl Street Sanford, Flurida 32 771 I:,. C). .0(,Px 2808 S411-Vilrd, I'lorielft 32772-2808 1"'llone 407 322-b84:1 Fax ,1073j,0-0639 Surveyors Archifect5 Illanners Landscape Architffcts Enviromwental Svientjsts cun�;trllction, Affillagement 'Traffiel Transportation Eng. C.O.A. No. 32!5 Su-,rzley L..B. No. 7:1z13 Arch. Uc. No. A 260092 L-indscp. 13c, No. LCOvow Q 201? < z Z. 0 0 01- U 1 > NON -PERFORATED VINYL SOFFIT z X W F- ui uj (0 uj 00 � 04 U. U. Z <t w z Z6 V-4" 1 C\I 0 W cu < 0 ca 0 > (n J < vi 60 MIL. TPO ROOFING MEMBRANE OVER 1/2" DENSIDECK COVERBOARD ON TAPERED - POLYISOCYANURATE RIGID INSULATION OVER a ami' 3/4" CDX SHEATHING ON PRE-ENGINEERED > 2 b3 z < ROOF TRUSSES @ 24" O.C. 4- I HR. FIRE RATED CEILING WITH 2 LAYERS TYPE X GYPSUM BOARD HANGER PER STRUCTURAL DRAWINGS 4" HOLLOW METAL DOOR HEADER FRAME 3 HR. HOLLOW METAL DOOR > z X W F- ui uj (0 uj 00 � 04 U. U. Z <t w z Sheet No. 1 BUILDING SECTION. SCALE: ,a =,-0 NEW 6" DEEP ALUMINUM GUTTER ATTACHED OVER NEW 2X5 P.T. FASCIA WRAPPED WITH ALUMINUM BREAK METAL - FLASHING NON -PERFORATED VINYL SOFFIT ri-� CAN10py AAAA_. A3.1 SCALE: l 112" =1'-0" AFTERS AT 16" O.C. %" STUCCO OVER Y" SHEATHING OVER (2) 2X10 BEAM NON -PERFORATED - VINYL SOFFIT OVER 2 X 4 SUPPORTS AT 10" O.C. 60 MIL. TPO ROOFING MEMBRANE OVER 1/2" DENSDECK COVERBOARD ON TAPERED POLY[ SOCYAN U RATE RIGID INSULATION OVER 3/4" CDX SHEATHING 7- 60 MIL. TPO ROOFING MEMBRANE OVER 112" DENSDECK COVERBOARD ON TAPERED POLYI SOCYAN U RATE RIGID INSULATION OVER 3/4" CDX SHEATHING DOOR HEAD. All SCALE: 1 112" =1'-olt '/" SHEATHING OVER (2) 2X10 BEAM 4'-0" WIDE PRECAST LINTEL OVER T-0" OPENING WITH 1 #5 REBAR TYPICAL AT EACH DOOR 4" HOLLOW METAL DOOR HEADER— FRAME HOLLOW METAL DOOR AS SCHEDULED 1 iii, " ffli 11,11 , I lk% mmay'a ALUMINUM THRESHOLD AS SCHEDULED SEALANT OVER _ COMPRESSED JOINT FILLER 4" CONCRETE LANDING OVER TERMITE - TREATED COMPACTED FILL 4" THICK CONC. FLOOR SLAB OVER CONTINUOUS 10 MIL POLYETHYLENE VAPOR BARRIER OVER TERMITE TREATED COMPACTED FILL GIRDER TRUSS 2X BLOCKING .\ REFER TO / STRUCTURAL FOR ,a FOOTING SIZE AND / lL7d V., z DOOR HEAD. A3.1 SCALE: 1 112" =1'-0" 2 X 4 CONTINUOUS NAILER 1 HR. FIRE RATED CEILING WITH 2 LAYERS %" TYPE X GYPSUM BOARD Xz" PAINTED DRYWALL ENTRY EPP— ,500 ,Sitirforcl, Flaridet 32771 T'. (_). BOX 2805 Sanford, Florida 32772••2808 Phone 407 322-684:1 T'ux ,=07 330-0639 Engineers Surveyors .Architects Planners Landscape Architects Environmental Scientists Construction Management Tuiffic/Transporta tion Eng. C.O.A. No. 3213 Sumey L.B. No. 7143 Arch. t:.ic. No. AA2600926 l:,andsep. Lic. No. LCO000298 C) 20,12 w (y s Ln fY 2 co Q z z _0 J z co Sheet No. WE NOTE: THE SCALE OF THESE PLANS MAY HAVE. CHANGED DUE TO REPRODUCTION -0 04 Q .� (� iii `) LIU imm < ( > CJ i r *J 'z o, a r- > U ° U r epi Ui cl CJ t l - z _0 J z co Sheet No. WE NOTE: THE SCALE OF THESE PLANS MAY HAVE. CHANGED DUE TO REPRODUCTION U- 3 EXISTING CHURCH SANCTUARY FIN FLR OL + 100'-0" = 28.29 CIVIL` -F - - - - - - - MF16.16 I I I 1 S1.0 I 1_1 --- ------------------------------- --- MW -1 ----------------- ----------------------- R IN 1 1 7-71 1 1161 1 1 1 1 141 1 1 1 1 1 141 1 1 1 111 141 1 1 1 1 loll lisimill 1�1117114T7711 1 141 1 11 1 1 141 111 1 111 loll I I L- - - 51 I 1 I IN 1 (N 1 - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REINFORCEMENT F24.12 1`-4" X 14" X CON r. (2)115 CONT. W/ it,5 TRANS @, 24" O.C. 1=24.12 Z-0" XV -0" X CONT. (3) #5 coNT. & #5 AT 24"O.C. -rRANSV. Z > 1: 4" THICK, 3,000 PSI < z 0 z 0 CONCRETE SLAB UJ Z_ W/ 6 X6 X 1.4 X 1.4 LL w W.W.F. U- -0 Q) w I C.i. I FIN FLR c: + 100'-0" = 28.29 CIVIL ' -IF > cRi 0 0 n Q F24-12 (t) 1_-----------------------.-------- __ ' ---- ------------------------------- T --- T__ ---------------------------------- -11 .11 0 -11 T3 I I I 1 1 1 1 14 1 1 1 1 1 1 1 ; I I I I E. - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - MW -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -51.0 51.0 r1 i N FOUNDATION PLAN5 1-011 51.0 SCALE: 1/411 =1'_0" CONCRETE LANDING mmm 8"X8"X16" REINFORCED CMU W/ 1 #5 VERT. REINF CC) 48" O.C. 12" X 24" CONTINUOUS REINF. CONCRETE SPREAD FOOTING 10 MIL. POLYETHILENE VAPOR RETARDER OVER TERMITE TREATED CLEAN COMPACTED FILL 95% STANDARD DENSITY. m #5 DWLS 10"X30° @ EACH FILLED CELL 4"; 3000 P.S.I. CONC. SLAB, W/6 X6 X1.4 X 1.4 W.W.F. 4"; 3000 P.S.I. (2) #5 BARS CONTINUOUS CONC. SLAB, W/ #4 TRANS @ 16" O.C. W/6 X6 X1.4 X 1.4 W.W.F. MONOLITHIC 16"X16" REINF. CONC. FOOTING 3 #5 BARS b #5 TRANS (a.) 24" O.C. -Off 10 MIL. POLYETHILENE VAPOR RETARDER OVER TERMITE TREATED CLEAN COMPACTED FILL @ 95% STANDARD DENSITY. r2_STEM WALL FOOT11"N'Gi DETAIL, SCALE: 3/4-,1 =1i-0.1 EPDXY 12" #3 REBAR INTO EXISTING CONCRETE AT 48" O.C. EXISTING SLAB AND FOOTING TO REMAIN rYMONOLITHIC FOOTING DETAIL SCALE: 3/4" =V-0" 21-011 T.E. RAMP ------- U --- P---4)- T.E. VERTICAL REINFORCING TYPICAL 6 X6 XIA X 1.4 W.W.F. x x \7 7� //X X x/ \\\\. " xx x X x x xX/ X \\ X x N 'N, X x X/ X' K/ x 6 X6 X1.4 X 1.4 1A1 1A1 r- NEW 3,000 P.S.I rONCRPTF qT[=P.q CONTINUOU3 1 -011 71 7r 4 STEPS FOOTING DETAIL a) BUILDING PERMIT SUBMITTAL SITE PREPARATION NOTES: 1) AFTER CLEARING, GRUBBING AND VERY ROUGH GRADING OF PROPOSED BUILDING SITE AND SIDEWALKS THE ARCHITECT/ENGINEER AND CITY INSPECTOR SHALL BE NOTIFIED To PERFORM A JOINT- INSPECTION OF ALL EXISTING SOILS MATERIALS AND SURFACES PRIOR TO EITHER EXCAVATION FOR FOOTINGS OR FILLING TO FINAL GRADE FOR BUILDING SLAB CONSTRUCTION. FOLLOWING THIS INSPECTION, WRITTEN PERMISSION TO PROCEED BY THE ARCHITECTIENGNEER WILL BE REQUIRED - 2) ALL AREAS TO BE FILLED SHALL BE FILLED WITH CLEAN GRANULAR FILL WITH NO DELITORIOUS MATERIAL IN 6" LAYERS AND COMPACTED TO 98% AASHO-T180 MAXIMUM DENSITY. 3) EXISTING EXCAVATED SOILS SURFACES UNDER BUILDING FOOTINGS SHALL BE COMPACTED TO 98% AASHO T-180 MAXIMUM DENSITY. 4) THE CONTRACTOR SHALL PROVIDE AS A PART OF HIS WORK REPRESENTATIVE COMPACTION SOILS TESTING RESULTS OF COMPACTED FOOTING SURFACES AND COMPACTED BUILDING SLAB SUBGRADE BY A SOILS TESTING FIRM SUBJECT TO APPROVAL BY THE ENGINEER. FOOTING SCHEDULE MARK DIMENSIONS REINFORCEMENT Mi 16.16 1`-4" X 14" X CON r. (2)115 CONT. W/ it,5 TRANS @, 24" O.C. 1=24.12 Z-0" XV -0" X CONT. (3) #5 coNT. & #5 AT 24"O.C. -rRANSV. Z > 1: MASONRY WALL SCHEDULE MATHICKNESS REINFORCEMENT MV11-1 81, C.M.U. #5 AT 48" Q.Q. AND ON L{ SIDE 0F DOUR AND WINDOW QPENINQ5 [RK 7 MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING 16" 0-0. HORIZ- EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR WALL OPENING, PROVIDE 8" X 16" FULLY GROUTED C.M.U. PIER W/ ('1)'#.5 EA. CELL ,'r'-'ULL HEIGHT. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH ' 3000 PSI GROUT MIX_ GENERAL NOTES: 1 ) TOP QF'ISLAB = 100'-0". 100'-0" IS FOR REFERENCE ONLY- SEE CIVIL FOR NGVD ELEVATION. 2) FXX DENOTES FOOTING TYPE, SEE THIS SHEET FOR SCHEDULE. TOP OF FOOTINGS SHALL BE V-0" MIN. BELOW FINISH GRADE, U.N.O. VERIFY ALL Top OF FOOTING ELEVATIONS W/ MECH. PRIOR TO FABRICATION AND CONSTRUCTION - 3) DENOTES C.M.U. WALL. ALL G.M.U. WALLS ARE TYPE MW -1, U.N.Q. ON PLAN 4) SEE ARCH FOR DIMENSIONS NOT SHOWN. 5) SEE ARCH AND MECH FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 3) SEE ARCH AND MECH FOR SLOPES AND RECESSES. 7) C.J. DENOTES SLAB CONTROL JOINT. 8) T.E. DENOTES THICKENED EDGE, SEE SECTIOW1 9) FOUNDATION REINFORCING TO HAVE 3" COVER TYPICAL. 12f-011 NEW 3,000 P.S.I NEW CONCRETE CONCRETE RAMP SIDEWALK 1:20 MAX. SLOPE PER CIVIL DRAWINGS ........... \�77, x x (2) A 5 x 7 \ / \1 I X '�>'\Xx" BARS \' \ /x . -" X CONTINUOUS VA X RAMP FOOTING DETAIL r5 S1.0 SCALE: 114" =V-0" .o 5 6 X6 X1.4 X 1.4 S1.0 NEW 3,000 P.S.I 6 W. W. F. 1- 11 CONCRETE 4 RAMP .0 (2)#5 X" x BARS 4r, CONTINUOUS x x X X\ / x Xx X, NX XX ' X " x x x RAMP FOOTING DETAIL -51.E SCALE: 1/4" =1'-0" 500 Sanford, Florida 32771 P. 0. Bax 2808 Sanford, Florida 32772-2808 Phone 407 322-6,5111 Fax 407 330-0639 Engineers Surveyors Architech; Planners Landscape Architects Environmental Scientists Construction management TrafficlTransportation Eng. C.O.A. Na. 3215 Survey L.B. No. 7143 re Landscp. Lic. No. LCO000298 Q 2012 EEhj z < ui > AIN r -y Sheet No. si mo >_ 1<1 w Z > 1: F < z 0 z 0 0 �j UJI W UJ Z_ w u - Z LL w z z -0 Q) w < q z 0 LL c: > cRi 0 0 n Q < (t) 0 LL Sheet No. si mo >_ Z z 1: F < z 0 z 0 0 �j UJI W UJ Z_ w u - Z LL w Sheet No. si mo I ' 60-4" - 13 - I :.a T4 I T3 FLAT GIRDER 3.a s3.a as.o TRUSS (2) 2 X 10 ------------------------------------------------------------- --- BEAM - --- --- --- -- -- --- - WD �BM1 D -B 1 WD BM1 WD __ 1 , DE Ps.�' T6 T _ ry F.E. F4AT TF USSgS I Ll w 24" O.C. 7 8 = Q FLAT �f' 53.0 53.0 S � � LL LL cy GIRDER TRUSS i - - --- - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - N � I I ----- -- ----� _ �T�-_ _ II I L1----------------------------------------�-- I -� Ll 03.0 PF \J' 2 X 10 FASCIA BOARD I I- r------ -I I 7:12 SLOPED I W - P E TRUSSES a 2XG RAFTERS T2 - a@ 12" Q.C. 2X10 FASCIA BOARD b '-4' ROOF FRAMING PLAN- �52.0 SCALE: 1/4" =1'-0" -- - PROVIDE -" SPACING AT PANEL EDGES 4'x 8' CDX PLYWOOD SHEATHING MIN. 5/8" THICK MAX. SPAN 24" PROVIDE_ 2x4 BLOCKIN+ PLYWOOD SEAMS, 48" GABLE END. NAIL SEAN NAILS @ 4"O.C. EA. SID 2x WOOD FASCIA SEE WALL SECTION NAILED NAILS r@ EACH TRUSS Tu SPACE AT PANEL EINUO ePLYWOOD NAILING DETAIL N.T.S. @ 14" O.C. I Ar17 t� L2 L2 ml F,I I I i i i i t - PREFABRICATED WOOD TRUSSES 24" ON CENTER - SEE ROOF PLAN HUGHES(OR EQUAL) I-10RIZONTAL BRACING REFER TO SHEATHING NAILING SCHEDULE FOR TYPE AND PLACEMENT OF NAILS 1 \ / 2 4 5 mom ui UJ Q I 1 ry � f. Z F- -u�-tel I I FASTENERS LLJ I Z O APPLICATION WITH .I #6 RESAR n I I 7'-6" PRECAST 8" MASONRY "U" LINTEL GROUT FILLED TYPICAL SIMPSON HETAL 16 W/ TSS <E>& 9-16d TO TRUSS 5-10d TRUSS SEAT 1810# TRUSS CONNECTION TO WALLS WITH ;#3 'rIES AT W O.C. a Ll C 10d uj W +9.2/-33.3 ROOF INTERIOR ERIOR SONE 1 C 10d 6"" 12" HIP GIRDER SLOPED GIRDER I I 1 %" ANCHOR TO CONC.; 22-10d TO GIRDER 3330# GIRDER TRUSS TO CMU I CL X8.5/ -2f3.6 I I I I I i 2.) PATTERN SHOWN ARE FOR STRUCTURES TO MAX. MEAN TRUSS 0 (----.---- cu ROOF HEIGHT. P3EAM 3.) EDGE/CORNER TO BE FIRST FULL SHEET (4') FROM ANY EDGE/CORNER, (E.G. FROM FASCIA HIP, OR RIDGE). FLAT TRUSS & HU212 T- I 1675# FLAT TRUSS & BEAM TO CMU (2)2X1Os T - ------------------ FLAT HU212-2 22 - 10d TO TRUSS 26809 FLAT GIRDER TRUSS I I OR HU212-3 `U % 8" PRECAST LINTELS BY CASTCRETE CORPORATION OR APPROVED EQUAL. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. PROVIDE 8" MINIMUM BEARING EACH END. Ya" CDX SHEATHING ON PRE-ENGINEERED ROOF TRUSSES CO) 24" O.C. 8" CONCRETE -UL BLOCK WALL W/ VERTICAL AND HORIZONTAL REINFORCEMENT PER FOUNDATION PLAN. 4" THICK CONC. FLOOR SLAB REFER TO STRUCTURAL FOUNDATION PLAN FOR FOOTER SIZE AND REINFORCING 7\ X', ASONRY WAL-L SECTION SCALE: 3/4" =1'-0" ROOF SHEATHING, ROOF SHEATHING, SEE PLAN NOTES SEE PLAN NOTES 2X FASCIA 2X FASCIA, SEE ARCH' -7 SEE ARCH 7 v '--��TI�G.M.U. VIAL 4 PRE' -ENGINEERED WOOD TRUSS BRG. TRUSSES, SEE PLAN of SIMPSON ANCHOR, SEE PLAN CONT. DOUBLE K.O. BLOCK W/(I)#5 CONT. TOP & BOTT. GROUT SOLID C.M.U. WALL, SEE PLAN SCHEDULE .4 14 . - L 2 POND BEAM DETAIL. S3.0 SCALE: 1 1/2" =1'-0" Y8" CDX SHEATHING ON PRE-ENGINEERED ROOF TRUSSES (0), 24" O.C. 2 X6 FRAME ----- CONSTRUCTION CONSTRUCTION (0--) 16" O.C. PER PLAN 4" THICK CONIC. FLOOR SLAB REFER TO STRUCTURAL FOUNDATION PLAN FOR FOOTER SIZE AND REINFORCING ("a] FRAME WALL SECTION_ SCALE: 3/4" =1'-0" PRE-ENGINEERED WOOD TRUSSES, SEE PLAN K.O. BLOCK W1(1)#5 CONT. TOP GROUT SOLID PRECAST LINTEL WITH 1 #6 AT BOTTOM: GROUT SOLID WALL TRUSS BRG. SIMPSON ANCHOR, SEE PLAN 4 4 '. ' I P.T. WD SHIM LINTEL — L2 DETAIL. �S�.o SCALE: 1 1/2" =1'-0" ALUMINUM WINDOW; REFER TO ARCHITECTURAL K.O. BLOCK W1(1)#5 CONT. TOP; GROUT SOLID P.T. WD SHIM SILL BLOCK DETAIL - �S3.Q SCALE: 1 1/2" =1'-0" %" CDX SHEATHING ON PRE-ENGINEERED ROOF TRUSSES (Jct 24" O.C. ATTACH TRUSSES WITH SIMPSON STRAPS PER ROOF FRAMING PLAN DBL. 2X6 TOP PLATE DBL. 2X6 STUDS AT EACH SIDE OF BEAM ATTACH WITH CS20 SIMPSON STRAPS 2X6 FRAMING FOR MILCOR 24" X 24" RATED ACCESS PANEL WD-BMI ATTACH EACH STUD TO BASE PLATE WITH SIMPSON SP1 2X6 BASE PLATE r6 -- DETAIL @ WD-BMS - �S3.Q SCALE: 3/4" =1'-O" ROOF ;SHEATHING; SEE ROOF '31HEATHINQ7; S -F ROOF FRAMING PLAN ROOF FRAMING PLAN 2X NAILER BLOCKING 2X NAILER BLOCKING P.E. TRUSSES AT 24" O.C. P.E. TRUSSES AT 24" O.C. 500 West.Fun ltoStreet '4%k Sanford, Florida 32771 P. O..Box 2808 'Sanford, Florida 32772--2808 Phone 4.07 322-6841 Fiix 407 330-0639 Engineers 4 Surveyors T/FRAME WALL TJA OALL Architects TRUSS BRG. = 8'4" IfJSS BRG. = 8'=4" Planners Landscape Architects SIMPSON ANCHOR, SIMPSON ANCHOR, -Environtnental Scientists SEE ROOF FRAMING SEE ROOF FRAMING Construction PLAN FOR SSCHEDOLC PLAN FOR SCHEDULE Truffiel'Frimsi-lorta tion L v - 8`x 81, x 161, QMU (3) 2XI 2 WD BM VV/1/2 r GROUT FILLED FLITCH PLATES @ EACH OF Eng- C.O.A. No. 3215 VERTICAL REINFORCING FOUR WINDOWS; SEE PLAN Survey L.B. No. 7143 @ 48" O.C. MAX2X6 STUDS @_)1 6" O.0 Arch. Lic. No. A,412600926 . . ................. REFER TO Ll DETAIL Landscp. Lie. No. 1,CO000298 HANGER @ MASONRY r—ifJOIST CONNECTION SCALE: 1 1/2" =V-0"0 �.o SCALE: 1 1/2" =1'-0" z Z ROOF SHEATHING; SEE ROOF FRAMING PLAN< d 2X NAILER BLOCKING VERT. REINF. SEE w > FOUNDATION PLAN NOTES. P.E. TRISSE,13 AT 24" 0.0 . ......... o. A, u All (1) #5 CONT. 0 0 cj� 0 0 '. A* TIFRAME WAIJ. A 1- (1) 11 -5 CONT, I TRUSS BR(1=8'4" SIMPSON ANCHOR, U -SHAPED PRECAST . . CONCRETE LINTEL, S .. ...... ROOF FRAMING SEE 2500 P.L.F. COMPOSITE CAPACITY. PLAN FUR SCHEDULE: ry Awl 2X6 DBL. TOP PLATE 2X6 STUDS @ 16" O.0 EXISTING WALL TO REMAIN LINTEL Ll DETAILS JOIST CONNECTION- r—y SCALE: 1 112" =1'-0" 1�S3.Q SCALE: 1 1/2" =1'-0" ROOF SHEATHING; 2X6 STUDS @ 16" O.0 REFER TO ROOF 2X BLOCKING FRAMING PLAN AND BRIDGING 2X6 P.T. BASE PLATE ANCHORED TO FOOTING WITH %" DIAMETER X 7 - EMBEDMENT ANCHORS REFER TO DETAIL 3/S1.0 2 X6 RAFTERS FOR FOOTING SIZE AND ) 16- O.C. REINFORCING ATTACH EACH MEMBER TO BEAM WITH <1 <11F <11- -1- -1 <11 <1 z SIMPSON (2) 2XI0 BEAM CONNECTOR AS -,,.,-ATTACH AT EITHER 14. 41 -0 NOTED ON ROOF END WITH SIMPSON X. 0 X . FRAMING PLAN CONNECTOR; REFER (9 La LO LO TO ROOF FRAMING PLAN .4 . > Z 'T 4 0 7 %" SHEATHING v. -0 0 70 cm) > U) 2 N z CL X� ra u- RAFTER @ BEAM- BEARING WALL DETAIL. Wmq pro 0 p SCALE: 1 1/2" =1'-Q" �S3.Q SCALE: 1 1/2" =1'-0" PRE-ENGINEERED WOOD A— ROOF SHEATHING: TRUSSES, SEE PLAN REFER TO ROOF 2X BLOCKING—\ FRAMING PLAN AND BRIDGING ROOF SHEATHING, z X W SEE ROOF FRAMING o W ti >< PLAN NOTES LIJ N Vj" CDX SHEATHING U. j 2 X6 RAFTERS P.E. GIRDER @ 16" O.C. ---------uJ ATTACH EACH MEMBER TRUSS PCONG, BEAM w TO BEAM WITH SIMPSON (2) 2XI0 BEAM 'f:R �,�S BRCS. -81, (L < LL ATTACH AT EITHER W- uj Z CONNECTOR AS END WITH SIMPSON < co NOTED ON ROOF FRAMING PLAN CONNECTOR; REFER TO ROOF FRAMING PLAN JR .41 F - 2X FASCIA, SIMPSON ANCHOR, U) W EEARCH I X 8 P.T. BLOCKING S 4' SEE ROOF FRAMING z 1" SHEATHING PLAN FOR SCHEDULE 4 (1) #5 CONT. 8" x 16" CONC. BEAM, —1z SEE ROOF FRAMING 4 PLAN & LINTEL SCHEDULE U -SHAPED PRECAST CONCRETE LINTEL, 6 2500 P.L.F. COMPOSITE CAPACITY. Sheet No. -1 H 1.oRAFTFR @ BEAM AND LI— LINTEL L3 DETAIL- S3mO S3.Q SCAI E: 1 112" z--1'-0" � �00 SCALE: 1 1/2" =1'-0" NOTE: THE SCALE OF "I"HIESE PLANS MAY HAVE CHANGED DUEJ'O REPRODUCTION K 11► r- 1. THE INTENT OF THESE NOTES AND MECHANICAL NOTES ON THE DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT THE SITE AND VERIFY ALL CLEARANCES PRIOR TO FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSETS AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY COMMENCEMENT OF WORK. 2. ALL SUPPLY AND RETURN AIR DUCTWORK MAY BE R6 INSULATED WITH ANTIMICROBIAL DUCTBOARD OR EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS. INSULATION SHALL HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM. COMPLY WITH UL 161. PROVIDE 1" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. 3. ALL DUCTS SHAD -LL BE SECURELY SUPPORTED AND, HUNG OR 'SUSPENDED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE "FBC". 4. ALL OUTSIDE AIR INTAKES SHALL MAINTAIN A MINIMUM DISTANCE OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING. 5. PROVIDE ALL AIR-CONDITIONING UNITS WITH MANUFACTURERS RECOMMENDED SERVICE AREA CLEARANCES AND ELECTRICAL CONVENIENCE OUTLETS. 6. NOT USED. 7• ALL TRANSFER DUCTWORK LEADING TO REST ROOMS (IF USED) SHALL. HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON THE MECHANICAL DRAWINGS. 8. ALL AIR HANDLING UNITS TO HAVE SMOKE DETECTORS IF REQUIRED BY CODE, SMOKE DETECTORS SHALL SHUT DOWN UNIT UPON ACTIVATION. SEE NOTE #14 FOR FURTHER INFORMATION. 9. IN GENERAL, THE DRAWINGS AND DIAGRAMS ARE SCHEMATIC IN NATURE ONLY AND SHOULD NOT BE SCALED. THE HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 10. DUCTWORK INSULATION SHALL BE 1-1/2- FOIL FACED FIBERGLASS DUCT WRAP. 11. COORDINATE AIR DISTRIBUTION DEVICE LOCATIONS WITH LIGHTING FIXTURES. 12. TURNING VANES SHALL BE PROVIDED IN ALL RECTANGULAR SUPPLY DUCT ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA, MANUAL. 13. THE DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS, ALL DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 14• SMOKE DETECTOR(S) SHALL BE INSTALLED IN THE AIR DISTRIBUTION SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM IN THE SUPPLY (AND RETURN, IF REQUIRED BY CODE) AIR DUCTWORK PRIOR TO MIXING WITH THE OUTSIDE AIR. FURTHERMORE, WHERE MULTIPLE AIR SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM, THE RETURN AIR AND SUPPLY AIR SYSTEMS SHALL BE PROVIDED WITH SMOKE DETECTORS. IF THE BUILDING IS PROVIDED WITH A FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL PER NFPA 72, IF THE BUILDING IS NOT PROVIDED WITH A FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL STOP THE FAN AND CAUSE A VISIBLE AND AUDIBLE ALARM SIGNAL IN A NORMALLY OCCUPIED AREA PER NFPA 90A. THE SMOKE DETECTOR(S) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR AND, WIRED BY THE ELECTRICAL CONTRACTOR OR FIRE ALARM CONTRACTOR, AND SHALL BE CONNECTED TO FIRE ALARM SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF NEPA 72 NATIONAL FIRE ALARM CODE, 15. ALL SUPPLY AIR DIFFUSERS SHALL BE 4 -WAY THROW UNLESS OTHERWISE NOTED. 16. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 17. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL_ REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. INSTALLATION OF THE EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF THE EQUIPMENT. 18. VERIFY SERVICE VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT, 19, PROVIDE A "P" TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AHU UNIT. SLOPE CONDENSATE LINES 1/8" PER FOOT. CONDENSATE LINES SHALL BE SCHEDULE 40 PVC. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SECURED AND, SUPPORTED. 20. ALL MECHANICAL WORK SHALL. MEET AIJL THE REQUIREMENTS OF THE "FLORIDA UNIFORM BUILDING AND ENERGY CODE, 2010". 21, GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS. 22. DO NOT CUT STRUCTURAL. MEMBERS WITHOUT PRIOR WRITTEN APPROVAL_ BY THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 23. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FI=EXIBLL DUCT LENGTH SHALL BE 12'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KA OR EQUAL, AND BE UL LISTED AND COMPLY WITH NFPA STANDARD NO. 90A. 24. ALL WAIL MOUNTED THERMOSTATS SHALL BE INSTALS AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD, 25. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE !DIFFUSERS AND REGISTERS TO WITHIN 10 PERCENT QF AIR QUANTITIES INDICATED ON DRAWINGS. 26. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED. 27, CONTRACTOR SHALL PROVIDE A COPY OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHICH SHALL. BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEDIS). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION, 28. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTAL -ED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC, 29. WHEN THE INTENT OF The ARCHITECT/ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHAL_I MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO ADDITIONAL CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 30, THE DRAWINGS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR INDICATED BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIM OR HER SELF WITH THE MECHANICAL, ARCHITEM, JRA1 STRUCTURAL AND ELECTRICAL PIANS BEFORE SUBMITTING HIS OR HER FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIM OR HERSELF WITH THE DRAWINGS AND SPECIFICATIONS. HVAC A6 YIATM AC AIR CONDITIONING AFF ABOVE FINISHED FLOOR AFG ABOVE GRADE AHU AIR HANDLING UNIT AD ACCESS DOOR APPROX APPROXIMATELY BDD BACK DRAFT DAMPER BOD BOTTOM OF DUCT BTU BRITISH THERMAL UNIT CAP CAPACITY CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CMU CONCRETE MASONRY UNIT CONN CONNECTION CU CONDENSING UNIT DB DRY BULB DG DOOR GRILLE DI DIGITAL INPUT DN DOWN DO DIGITAL OUTPUT EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EG EXHAUST GRILLE ELEC ELECTRICAL EX EXHAUST ENT ENTERING ESP EXTERNAL STATIC PRESSURE F FAHRENHEIT FA FILTER ACCESS FACP FIRE ALARM CONTROL PANEL FCD FLOW CONTROL DAMPER FD FIRE DAMPER FLA FULL LOAD AMPACITY FPM FEET PER MINUTE FPMB FAN POWER MIXING BOX HP HORSEPOWER HZ HERTZ IN -H20 INCHES OF WATER KW KILOWATT LAT LEAVING AIR TEMPERATURE LAT LATENT LD LOUVERED DOOR LRA LOCKED ROTOR AMPS LVG LEAVING MAX MAXIMUM MBH 1000xBTU MCA MINIMUM CIRCUIT AMPACITY MISC MISCELLANEOUS NTS NOT TO SCALE OA OUTSIDE AIR OAL OUTSIDE AIR LOUVER OC ON CENTER PD PRESSURE DROP PH PHASE PVC POLYVINYLCHLORIDE RA RETURN AIR REF REFRIGERANT RG RETURN GRILLE RLA RUNNING LOAD AMPS RTU ROOFTOP A/C UNIT SA SUPPLY AIR SD SUPPLY DIFFUSER FS FIRE STAT SG SUPPLY GRILLE SEN SENSIBLE CERTAIN SYMBOLS ON THIS LIST MAY NOT APPLY TO THIS PROJECT HVAC NOTB 1. AIR CONDITIONING UNITS ARE BASED ON ARI STANDARD CONDITIONS OF 8VF DB, 6T WB, INDOOR ENTERING AIR TEMPERATURE AND 95' DB ENTERING AIR OUTDOOR DESIGN. 2. PROVIDE GRADE MOUNTED EQUIPMENT WITH FACTORY FABRICATED MOTORIZED OUTSIDE AIR DAMPER, FILTERS AND PROTECTION AGAINST COMPRESSOR SHORT CYCLING, 3. PROVIDE AIR CONDITIONING UNITS WITH WALL MOUNTED 7 -DAY PROGRAMMABLE THERMOSTAT AND SUB -BASE, SENSORS, AND DUCT MOUNTED REMOTE TEMPERATURE SENSOR. 4. PROVIDE CONDENSATE DRAIN "P" TRAP MINIMUM 4" DEEP, OR TWICE THE TOTAL STATIC PRESSURE, WHICHEVER IS GREATER. PROVIDE CODE COMPLIANT OVERFLOW SHUT-OFF SENSOR, 5. PROVIDE COORDINATION ON EXACT DIMENSIONS OF MANUFACTURER'S RECOMMENDED SERVICE AND OPERATING CLEARANCES AROUND UNIT. 6. ALL COILS SHALL HAVE COPPER TUBES AND ALUMINUM FINS. 7. COMPRESSOR SHALL HAVE A MINIMUM 5 -YEAR WARRANTY ALL OTHER EQUIPMENT SHALL HAVE MINIMUM 1 YEAR WARRANTY. 8. PROVIDE SINGLE POINT POWER CONNECTION, AND DUPLEX-GFI ELECTRICAL CONVENIENCE OUTLET WITHIN 25 FT. 9. PROVIDE ONE SET OF ADDITIONAL FILTERS. 10. AIR CONDITIONING SYSTEM MUST MEET THE LATEST SEER'S AND EER'S MINIMUM EFFICIENCY CODE REQUIREMENTS. 11. NOT USED BUILDING PERMIT SUBMITTAL MVAC LWEND VENMATM C&CULATM - PM RIC WCH 4W V a Rp Pz T RaAz G%U. SER AM UffUSM SCHUXU SINGLE LINE SPACE AREA, S.F. (Az) MARK MANUFACTURER MODEL FAC E TYPE MOUNTING LOCATION FACE SI -7E IN NC MAX. PRESS. DROP IN. W.C. NOTES SD -1 PRICE SMD LOUVERED GYP. BIRD. CLG. 24x24 25 0.10 A-D,G,H,I SD -2 PRICE SMD LOUVERED A.C.T. 24x24 25 0.10 A-D,G,H,I SG --1 PRICE 520 DBL.DEFL. DUCT NECK+1-3 4 25 0.10 A,D,F,G,K,L SG -2 PRICE 520 DBL.DEFL. WALL NECK+1-3/4 25 0.10 A,D,F,G,K,L RG -1 PRICE PDDR PERFORATED A.C.T. 24x24 30 0.08 A,C,D,J RG --2 PRICE PDDR PERFORATED GYP. IBRD. CLG. 24x24 30 0.08 A,C,D,J RG -3 PRICE 535 LOUVLRED GYP ORD. WALL. NLCK+1--3/4 30 0.03 1 A,C,I EG -1 PRICE PDDR PERFORATED GYP. 8RD. CLG. 12x 12 30 0.08 A,C,D,J TG -1 PRICE 535 LOUVERED GYP, BRD. WALL NECK+1-3 4 30 0.03 A,D,I NOTES: I �•••, MOTORIZED DAMPER Bihm RECTANGULAR ELBOW WITH TURNING VANES �� I `�' A. NECK SIZE SHOWN ON DRAWINGS. T THERMOSTAT T I S SENSOR 0. 4 -WAY THROW PATTERN UNLESS OTHERWISE SHOWN ON DRAWINGS. H SMOKE DETECTOR C. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS OTHERWISE SHOWN ON DRAWINGS. z D. BAKED ENAMEL FINISH, WHITE OR TO MATCH MOUNTING FINISH COLOR AS DETERMINED BY ARCHITECT. E. FRONT BLADES PARALLEL TO LONG DIMENSION, 0 U F. FRONT BLADES PARALLEL TO SHORT DIMENSION. U M G. DOUBLE DEFLECTION BARS SHALL BE ADJUSTABLE. m H. PROVIDE NECK FOR DUCT CONNECTION. F- U)X L FRAME TYPE TO MATCH CEILING/WALL CONSTRUCTION, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN, J. PROVIDE OPPOSED BLADE DAMPER ADJUSTABLE FROM FACE OF DEVICE. � K. MAXIMUM PRESSURE DROP BASED ON 45 DEGREE HORIZONTAL DEFLECTION G) L. PROVIDE WITH CLOSED CELL FOAM GASKETING MATERIAL AND AIR SCOOP MVAC LWEND VENMATM C&CULATM - PM RIC WCH 4W V a Rp Pz T RaAz DOUBLE LINE SINGLE LINE SPACE AREA, S.F. (Az) CFM/S.F. (Ra) CFM REQ'D CFM/PERSON (Rp) PEOPLE/1000 SF NO, OF PEOPLE (Pz) CFM REQ'D CLASSROOM � 1055 0.,06 63 7.5 100 106 795 OFFICE 366 0.06 20 5 5 2 45' ELBOW% 10 CORRIDOR TEE WITH SPUTTER 510 0.06 30 - - - � - 90' CONICAL TEESQUARE -' NECK CLG. DIFFUSER 4 -WAY DIRECTIONAL THROW 45° BRANCH L� -® ROUND NECK CLG. DIFFUSER 4 -WAY DIRECTIONAL THROW U LESS INDICAIED OTHERWISE �s 45° CONICAL TEE SIDEWALL SUPPLY GRILLE ON REGISTER WITH AIR EXTRACTOR > SIZE TRANSITION Lamin ® TOTAL 1521 - -- 113 - - - ---1111111 805 TOTAL O/A REQ'D = BUILDING PRESSURE: 918 CFM. 920 CFM EACH AH @ - 670 CFM 460 CFM OUTSIDE AIR. TOTAL CFM PROVIDED = (BAROMETRIC RELIEF) = +250 CFM 920 CFM. 90° ELBOW DOWN MVAC LWEND SINGLE LINE DESCRIPTION DOUBLE LINE SINGLE LINE DESCRIPTION DOUBLE LINE Q 90" ELBOW DOWN P Z SPLIT BRANCH TAKE -OFF WITH SQUARE ELBOW & SPLITTER 1�/' �� ao1000eao° - 90' ELBOW UP � � SPLIT BRANCH TAKE -OFF WITH RADIUS ELBOW &SPLITTER DAMPER OFFSET TO (CHANGE POOSSSIBI�E ARROW 30' WHEN DN.) I BRANCH TAKE -OFF WITH RADIUS HEEL & DAMPER ROUND RADIUS ELBOW BRANCH TAKE --OFF WITH AIR EXTRACTOR 45' ELBOW% TEE WITH SPUTTER 90' STRAIGHT ELBOW tea LINED DUCTWORK � 70 90' CONICAL TEESQUARE -' NECK CLG. DIFFUSER 4 -WAY DIRECTIONAL THROW 45° BRANCH L� -® ROUND NECK CLG. DIFFUSER 4 -WAY DIRECTIONAL THROW U LESS INDICAIED OTHERWISE �s 45° CONICAL TEE SIDEWALL SUPPLY GRILLE ON REGISTER WITH AIR EXTRACTOR > SIZE TRANSITION Lamin ® SUPPLY DUCT RISER 1521 -®- SHAPE TRANSITION EZD= RETURN, EXHAUST OR OUTSIDE AIR DUCT RISER ---1111111 ROUND FLEXIBLE DUCT CEILING RETURN AIR GRILLE OR REGISTER -� 90° ELBOW DOWN DOOR 'GRILLE -® 90° ELBOW UP r -:M -�-, VOLUME DAMPER 7- OFFSET TO CHANGE ELEVATION (AT 30' WHEN POSSIBLE ARROW SLOPES DN.) �.�'� I `F FIRE DAMPER L..l RECTANGULAR RADIUS ELBOW I �•••, MOTORIZED DAMPER Bihm RECTANGULAR ELBOW WITH TURNING VANES �� I `�' SMOKE DAMPER T THERMOSTAT T I S SENSOR S H HUMIDISTAT H SMOKE DETECTOR CERTAIN SYMBOLS ON THIS LIST MAY NOT APPLY TO THIS PROJECT E Alm Ehj 500 We,tFulton Street Sanford, Florida 32771 1'. 0. Box 2808 Stanford, Fluridu 32772-•2808 Phone 407 322-684.1. Fax 407 330-0639 Engineers Surveyors .Architects .Planners Landscape Architects Environrneyatal'Scientists Carastruction Management Traf /'icf Transportation Eng. C.O.A. No. 32.15 Survey L.B. No. 7:1=13 Arch. Lica. No. AA2600926 candsep. !:Jc. No. 1+0000298 02012 a GL <1 I`?]I< III <111 I<�If' K 70 <(C N Lb Q - J W Lo P Z O Cj 1�/' �� ao1000eao° 7 °' ''��• z a GL <1 I`?]I< III <111 I<�If' Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANCED DUE TO REPRODUCTION s -a 70 <(C N LCD O 0 LU z tea � 70 W > Q �2 ifi T- LLQ z m 0 U U M C) m F- U)X LL � LW G) Z CL M in w C) Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANCED DUE TO REPRODUCTION s -a BUILDING PERMIT SUBMITTAL WR NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION SEAL INSULATION JOINTS AND BREAKS IN VAPOR BARRIER WITH GLASS FABRIC AND MASTIC (NO TAPE AL.L OWED)- DRAWBAND ON OUTSIDE OF INSULATION AROUND JACKET DRAWBANO ON FLEXIBLE DUCT (INNER SLEEVE) INSULATION AND JACKET /--FLEXIBLE DUCT BUTTERFLY DAMPER WITH LOCKING QUADRANT OPERATOR BELLMOUTH FITTING WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND INSULATION AS SPECIFIED SHEETMETAL DUCT (APPLY SEALER TO BOTH SHEETMETAL AND INSIDE OF FLEX PRIOR TO ASSEMBLY) NOTES: OVERLAP FULL DISTANCE OF NECK 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE CONNECTION TO MAIN DUCT, FAN TERMINAL UNITS, VARIABLE AIR VOLUME UNITS, AND DIFFUSERS. 2. DRAWBANDS SHALL BE EQUIVALENT TO PANDUIT PLT—H. FLEXIBLE DUCT TERMINATION DETAIL 4' MAXIMUM MAX. SAG 1/2" PER FOOT OF SUPPORT SPACING FLEX DUCT 2" M ETAL (MINIMUM. WOOD JOIST SELF TAPPING SCREW WITH LOCKING WASHER, NQIU,, . PR,A I NPING OF 1.) DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL STIR AT 90' BEND INCHES FROM A CONNECTION BEFORE BENDIN(b. 2.) SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR 2" X 1 /8" 22 GA. GALV. CAUSE OUT O ROUND SHAPE. STEEL HANGER STRAP - UPPER ATTACHMENT PER SMACNA MAXIMUM 0/8 OFFSET ALLOWED IN LAST D INCHES TO DEVICE WHERE D IS THE INTERNAL FLEX DIAMETER -- NECK SIZE TO MATCH FLEX DUCT SIZE INDI( ROUND SPIN—IN COLLAR MOUNT IN SIDE OF DUCT UNLESS SPECIFICALLY SHOWN OTHERWISE ADJUSTABLE CLAMP MAX. SAG Y" PER FOOT BETWEEN SUPPORT POINTS '—SEE NOTE 3 ADJUSTABLE CLAMP STAINLESS STEEL UCT SEALER NSULATE TOP PANEL /---iOF LAY -IN DIFFUSER DUCT SEALER AT SPIN COLLAR CONNECTION TO MAIN SUPPLY DUCT SIZE AS SHOWN ON PLANS VOLUME DAMPER WITH LOCKING QUADRANT AND 2" STANDOFF CEILING (T -BAR SHOWN) L AIR DISTRIBUTION DEVICE, SEE `-- PROVIDE CEILING ACCESS GYPSUM BOARD SIMILAR SCHEDULE. LAY -IN SHOWN- PANEL FOR DAMPER ACCESS SURFACE MOUNT SIMILAR IN NON -ACCESSIBLE CEILINGS NQES 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC. 3. MINIMUM 1-1/2" WIDE 22 GAUGE GALVANIZED STRAP HANGER WITH HEMMED EDGES PER SMACNA FIGURE 3-10. 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NO COMPRESSED WITH ELBOW RADIUS NO LESS THAN R/D=1.0. & FLEXIBLE DUCT DETAIL SCALE NTS 2"x 1 13" 22 GA. GALV. STEL HANGER STRAP 22 GA. GALV. STEEL DUCTWORK -� 1 1/2"x1 1/2"0/8" 22 GA. GALV. STEEL ANGLE SIZE BOLTS FOR LOAD T�4P UMGER LOWER ATTACHMENT - TYP. DUCT MATERIALS, SUPPORT, AND R -VALUES 1. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE: DUCT LENGTH SHALL BE 12'-0". INSULATE RIGID ROUND DUCTS WITH 1-1/2" FOIL FACED FIBERGLASS DUCT WRAP, DUCT WRAP TO HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. 2. SUPPLY AND RETURN AIR DUCTWORK :SHALL BE CONSTRUCTED OF 1-1/2" THICK DUCT BOARD AND CONFORM WITH UL. STANDARDS FOR SAFETY AIR (DUCT, NO. 181, 1967 ESTABLISHED FOR CLASS 1 AIR DUCTS. CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS AND DETAILS IN SMACNA BULLETIN 15, LATEST REVISION AND MANUFACTURER'S RECOMMENDATIONS. ALL JOINTS SHALL BE SECURELY TAPED WITH FASTON 0810 OR APPROVED EQUAL PRESSURE SENSITIVE TAPE. METAL TO FIBERGLASS CONNECTIONS TO BE MADE USING 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. SUPPORT DUCTS WITH 1 X2X1 22 GAUGE , MINIMUM CHANNELS AND STRAP OR 12 -GAUGE WIRE FROM BUILDING CONSTRUCTION, SUSPEND FROM JOINTS WITH BEAM CLAMPS. PROVIDE HOT DIPPED STEEL FASTENERS, ANCHORS, RODS, STRAPS, TRIM AND ANGLES FOR SUPPORT OF DUCTWORK. 3, ALL EXHAUST !DUCTWORK SHALL 13L GALVANIZED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL, 4, FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM; COMPLY WITH UL 181. PROVIDE 1-1/2" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. FLEX TO HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. 5. DUCT SHALL. BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH 2004 FLORIDA MECHANICAL BUILDING CODE. PROVIDE_ MINIMUM 1-1/2" WIDE 22 GA. STRAPS, 10 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 30" AND ALL ROUND FLEX DUCT. PROVIDE 1" WIDE 22 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PLRIMETER FROM 31" TO 72" AND 1" WIDE 20 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PLRIMETER UP TO 96". TYPICAL DUCT HANGING DETAIL S NT'S TYPICAL SUPPLY AIR PLENUM W/ - AND JWAND FL OU, MOTC CONDENSATE ROUTE INDIRECT USING CONC SIDE TAKE --OFF FITTING - EQUAL TO FL.EXMASTER STO (22 GA. MIN.) 0.25 D RECTANGULAR DUCT ROUND DUCT MAX. 15' 1 / TRANSITION r, Z � TO AIR r VALVE ->J- VOLUME n VOL UME DAMPER CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. DAMPER AND 1DAMPF_R STAND—OFF EQUAL TO CROWN PRODUCTS COMPANY MODEL 3200-05. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX `DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH /'/' FLEX DUCTS AND SEAL AS PER SPECIFICATIONS, SUPPORT FLEX DUCT EVERY 3'-0" FROM STRUCTURE. D V) SUPPLY BRANCH DUCT DETAILS SCALE NTS VERTICAL AIS U DETAIL scnS rrrs ROUTE REFRIGERANT LINES TO AHU AS LOCATED ON PLAN. 1/2' CH/ (TYPICAL) 4', MIN. CONDENSER 6X6-W1.4XW1.4 WWM /,— x SEE PLAN FOR SLAB THICKNESS AND LOCATION. PROVIDE BELOW GRADE 4" PVC CHASE PIPE FOR REFRIGERANT LINE SET. SEAL BOTH ENDS OF PVC COMPLETELY WITH FOAM SEALANT/INSULATION WEATHER TIGHT. EQ. 4' MIN. ANCHOR UNIT TO CONC. SLAB W/ 1/2" ANCHOR BOLTS -VAPOR BARRIER COMPACTED FILL CONDENSER EQUIPMENT PAD DETAIL SCALE NTS PIPING EXTERIOR OF BUILDING CONDENSER (CU) MGR MTG CLIPS OR 3"X3"X 1/8A STEEL ANGLE WELDED TO STEEL PLATE, 6" MIN. HEIGHT (TYP. OF 4) 4" CONCRETE SLAB OUTSIDE ON GRADE A EKhj 500 West Fultoti Street Sunford, Florida a 32.771 1'. O. Box 2106 Sanford, Florida 32772-2808 Phone 4.07 -322-68,4.1. Fax 407 330--0639 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists construction Ma na Konen t 7'raffic./7'ransportation £ng. C.O.A. No. 321; Survey L.B. No. 7143 Arch. Lie. No. t1A2600926 Landsep. Lie. No. LC0000298 02012 v CID 0 U z X CO I Q 6 u. I (i) j T J • W Lo LIA v CID 0 CONDENSING UNIT MOUNTING DETAIL SCALE NTS Sheet No. M2.0 NE�-1I-�: THP SCALE �DI� -1H�5� PLANS MAY HP,VE CHANGE© I�UE TQ REPRc�©UCTIQN U z X CO I Q 6 u. I (i) j T a q) cu u > Q w 0 z CONDENSING UNIT MOUNTING DETAIL SCALE NTS Sheet No. M2.0 NE�-1I-�: THP SCALE �DI� -1H�5� PLANS MAY HP,VE CHANGE© I�UE TQ REPRc�©UCTIQN U z X Q J 0 0 (j)� W W.in z u � (n 0- 'Ico'< Go Luujt � co _ u. I (i) CONDENSING UNIT MOUNTING DETAIL SCALE NTS Sheet No. M2.0 NE�-1I-�: THP SCALE �DI� -1H�5� PLANS MAY HP,VE CHANGE© I�UE TQ REPRc�©UCTIQN M a III IIS olk I &*IVA 1-ar-l-ka no*" 0 -as avft K AN.W.-S. ja 0, NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION TAG., SUB PANE! 3290.0MATT3 AG: 20/2 40 '1 =H -3W 5580 0 WATTS MNTO :.:,:. . .....:: �LIJSH/REGESSEI. ........................ .......... ELECTRIC HENT LOAD = 23312.0 WATTS ........... 2€0A (j) j o IFED FROMEXISTING PANEL MDP. 22k A1C. ROOM. 'ISEMINAR 3 RM 103a ,VOLT OCF'1J , ........... I m1_0 0 CKT DESCRIPTION .................................................. ........................................... TYPE .......... . LOAD CB PH CB LOAD TYPE DESCRIPTION CKT VA AMP AMP VA 1 A1 -IU -•1 E 5825 a0 ,. A V 20 1290 L. LTS, 103,104 & 105 2 E 5828 B� 20 1360 I._ ILTS. 101 & 1E 4 5 AI"I�� I-2 E 5828 60 A 20 640 L LTS. HALL 106 6 7 E 5828 ,, 20 1440 R RECEPTS. 101 8 9 Cu ,I A 3576 50 B.,,,, ............... 20 20 1440 1440 R R RECEPTS. 102 RECEPTS. 103 10 12 11 A 3576 13 CU -2 A 3576 50 A 20 1260 R RECEPTS. 104 & 105 14 15 — A 3576 20 SPARE 16 17 SPARE 20 A 20 SPARE 18 19 ......_.. _ SPARE 20 I SPACE 2a 21 SPARE 20 A SPACE 22 23 - SPARE 20 6.... SPACE 24 25 SPACE A SPACE 26 27 SPACE 13 SPACE 28 29 SPACE A SPACE 30 31 SPACE ,B_,,, SPACE 32 33 SPACE A ,PACE 34 35 SPACE .8,,.. ,:SPACE 36 37 SPACE A SPACE 38 39 I SPACEB 1SPACE 40 €.................. ..... : TOTAL VA PHASE A . ........., . 16286 { CON NECTEI AMPS 155' TOTAL VA PHASE B15896' . ...............:..... ....:::.:........,..:...,..........::...,...:.,,.,.. CONNECTED VA ......... ..,...., . _ . 82182 I�m..k...._�_ _._...._� T k.... I DEMAND AMPS wl DF s 148 ` EXISTING BUILDING NEW ADDITION ELECTRICAL RISER DIAGRAM NOT TO SCALE NOTES: C9 PROVIDE 20OA-2P CIRCUIT BREAKER IN EXISTING SPACE. �)(3) #3/0, (1) #0 GROUND 2" CONDUIT. APPROXIMATE DISTANCE TO NEW SUB PANEL IS 150'. ELECTRICAL CONTRACTOR TO FIELD VERIFY. GFI Cu -z Cu -1 CONNECTIVE LOAD SUMMATION INTERIOR LIGHTING - 3290.0MATT3 ............................................... ...... ......... SITE AND SIGN LIGHTING - . WAS"rS RECEPTACLE LOAD 5580 0 WATTS ......... ............ . COOLING C LOAD < 1 �t30�t.0 WATTS ELECTRIC HENT LOAD = 23312.0 WATTS ECitJIPM' ENT LOA€7 (j) j o TOTAL LOAD ......... 32'1820: WATTS _..................................... CONNECTED AMPS = 1541 AMPS BUILDING P E MVI IT SUBMITTAL SYMBOL LEGEND: db DUPLEX RECEPTACLE: 20 AMP 120 VOLT, 5 WIRE GROUNDING, 1 8— INCH MOUNTING HEIGHT, U.N.O. n� SANG BACK—BOX AND 3/4"C,4G. sJBBED UP TO ABOVEE EXCrSr IB LE CF ILIN(3 FOR OWNER PROVIDED TELE/DATA WIRING. PROVIDE BUSHING AND PULL 'TRING. JUNCTION BOX .-�-- FLEXIBLE METALLIC CONDUIT CONNECTION TO EQUIPMENT MOTOR, FAN, PUMP OR AIR CONDITIONING UNIT SUB—PANEL D 1)ISC0NNE--cT SWITCH, RATING AS NOTED. WP WEATHERPROOF: PROVIDE WEATHERPROOF ENCLOSURE FOR DEVICE NOTED AFF ABOVE FINISHED FLOOR UNO UNLESS NOTED OTHERWISE GFI GROUND FAULT CIRCUIT INTERRUPTER L NOTES: 1. UNLESS NOTED OTHERWISE ALL CIRCUITRY SHALL BE SERVED BY NEW SUB—PANEL, ELECTRICAL POWER PLAN E2.0SCALE: 1/4"=11_01fIV 500 WestFultun Street Sanford, Florida 32771 11. 0. Box 2808 Sanford, f'loriaka 32772-2808 Phone 407 322-6841 Fax 4,07 3.30-0639 En8neers Surveyors Architects Planners Landscape Architects Enuirwinientsal Scientists Cons traaction m aruagement T'rcaffi c/ Z'raans porta ti on Eng. C.O.A. No. 3215 Survey L.B. No. 7:143 Arch. l , e. No. AA2600026 r candsep. Lie. No. t.00000298 E) 2012 w c� `�z fj) ,•� co V Uj i y ' (j) j o c• r 4i PPp �y w c� `�z fj) V_ U-) DL w 0 r 4. Z M 0 o w a. d Ir, 0 Z Q) w Ca i 2 a� 0 ul wCL Sheet NO, E2.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Fll Z M 0 o w a. UJ ' 1' O w Ir, 0 Z Q) w z Sheet NO, E2.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Fll SECTION 15000 - MECHANICAL. GENERAL CONDITIONS 1.01 REQUIREMENTS A. PROVISIONS OF GENERAL REQUIREMENTS SHALL GOVERN ALL WORK UNDER THIS SECTION. MECHANICAL PLANS, PLUMBING PLANS, GENERAL PLANS, STRUCTURAL PLANS, AND ALL ASSOCIATED SPECIFICATIONS ARE PART OF THIS SPECIFICATION, IN CASE OF ANY DISCREPANCIES BETWEEN THIS SECTION AND THE GENERAL CONDITIONS, THE GENERAL CONDITIONS SHALL APPLY, I B. STRICT COORDINATION BETWEEN TRADES IS ESSENTIAL. CONTRACTORS OR SUBCONTRACTORS SHALL BE HELD RESPONSIBLE TO AVOID CONFLICT WITH THE WORK OF THE OTHER TRADES. FAILURE ON THE PART OF ANY CONTRACTOR OR SUBCONTRACTOR TO ABIDE BY THIS REQUIREMENT MAY RESULT IN HIS BEING REQUIRED TO REMOVE AND REINSTALL THE CONFLICTING WORK AT NO ADDITIONAL COST TO THE OWNER. I 1.0.2 DRAWINGS & THE MECHANICAL DRAWINGS SHOW THE SCOPE AND THE GENERAL ARRANGEMENT OF ALL PIPING, EQUIPMENT AND APPURTENANCES AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION, SITE CONDITIONS, AND THE WORK OF OTHER TRADES WILL PERMIT. DISCUSS CONFLICTS WITH ARCHITECT/ENGINEER. 1.0.3 CODES ANIS. !jM2ARQS ALL MATERIAL AND WORKMANSHIP SHALL. COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS,; LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. A. IN CASE OF DIFFERENCE BETWEEN BUILDING CODES, SPECIFICATIONS, STATE LAWS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS AND THE CONTRACT DOCUMENTS, THE MUST STRINGENT SHALL GOVERN. B. NONCOMPLIANCE: SHOULD THE CONTRACTOR PERFORM ANY WORK THAT DOES NOT COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES, STATE LAWS, LOCAL ORDINANCES, INDUSTRY STANDARDS, AND UTILITY COMPANY REGULATIONS, HE SHALL BEAR ALL COSTS ARISING IN CORRECTING THE DEFICIENCIES, A. EACH ITEM SPECIFIED HEREIN SHALT. REQUIRE PRIOR APPROVAL OF THE ARCHITECT OR OWNER FOR ANY SUBSTITUTIONS. IF ANY CONTRACTOR WISHES TO BID ON ANY EQUIPMENT OTHER THAN THE MANUFACTURERS LISTED, HE SHALL REQUEST WRITTEN APPROVAL OF SAID EQUIPMENT AT LEAST SEVEN (7) CALENDAR DAYS PRIOR TO BID DATE. i B. IT SHALL BE THE CONTRACTORS OR SUBCONTRACTORS RESPONSIBILITY TO ASCERTAIN THE AVAILABILITY OF ALL ITEMS WHICH HE IS REQUIRED TO FURNISH AND ORDER SAME, ALLOWING SUPPLIER SUFFICIENT TIME TO PROCURE ITEM FROM FACTORY OR WAREHOUSE BEFORE IT IS ACTUALLY REQUIRED FOR DELIVERY TO THE JOB SITE FOR INSTALLATION. NO SUBSTITUTIONS FOR EQUIPMENT OR FIXTURES WHICH HAVE BEEN APPROVED IN SHOP DRAWINGS SUBMITTALS WILL BE AUTHORIZED BECAUSE OF FAILURE ON THE PART OF THE CONTRACTOR TO ABIDE BY THIS REQUIREMENT. C. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ANY SUBSTITUTED EQUIPMENT SHALL FIT AVAILABLE SPACE REQUIREMENTS. ANY COST CHANGES THAT COULD OCCUR FROM THE USE OF SUBSTITUTED EQUIPMENT SHALL BE BORN BY THE CONTRACTOR USING SUBSTITUTED EQUIPMENT. 1.05 INSTALLATION AND ARRANGEMENT A. CONTRACTOR SHALL VISIT THE SITE OF THIS PROJECT BEFORE SUBMITTING A PROPOSAL ON THIS WORK, AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. FAILURE ON HIS PART TO DO THIS WILL NOT BE CAUSE FOR EXTRAS AFTER THE CONTRACT IS SIGNED, BY REASON OF UNFORESEEN CONDITIONS. B. EXCAVATION AND BACKFILL: PERFORM ALL EXCAVATING & BACKFILLING ACCORDING TO LOCAL CODES & REGULATIONS. 1.G6 QUICTWORK A. THE CONTRACTOR SHALL INSTALL THE SIZE OF THE DUCTWORK AS SHOWN ON THE PLANS. IF T�E DUCT DIM€N31ON NEEDS CHANGING, SUBMIT WRITTEN REQUEST TO THE ARCHITECT. 1. 7........ Q WINGS BY CONT CTOR A. SEE SUBMITTALS. B. RECORD (AS -BUILT) DRAWINGS - THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE SET OF REPRODUCIBLE TRACINGS SHOWING THE LOCATION AND SIZING OF PIPING FOR THE HVAC AND PLUMBING SYSTEMS, PIPING SIZES, REROUTING, ETC, FOR BOTH UNDER FLOOR AND ABOVE CEILING PIPING SHALL BE SHOWN. ALSO PROVIDE A REPRODUCIBLE TRACING OF THE SITE PLAN SHOWING SANITARY SEWER, STORM SEWER, DOMESTIC COLD WATER, AND NATURAL GAS PIPING TO THE BUILDING. IN ADDITION TO THESE DRAWINGS, A COMPLETE SET OF APPROVED SHOP DRAWINGS AND TEMPERATURE CONTROL DRAWINGS SHALL BE INCLUDED IN THIS SET OF DRAWINGS. 1 AL MATERIALS SHALL BE NEW AND SHALL BEAR THE MANUFACTURERS NAMES, TRADE NAME AND THE UL LABEL IN EVERY CASE WHERE A STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR MATERIAL. THE M, IPMEE T_0._,8E,_EURN1adEDP A N A. P AA R THE U..S,A., REGULARLY ENGAGED IN THE PRODUCTION OF THE REQUIRED TYPE OF EQUIPMENT, AND SHALL BE THE MANUFACTURER'S LATEST AND APPROVED DESIGN. A. DELIVERY AND STORAGE: EQUIPMENT AND MATERIALS SHALL BE DELIVERED TO THE SITE AND STORED IN ORIGINAL CONTAINERS, SUITABLY SHELTERED FROM THE ELEMENTS, BUT READILY ACCESSIBLE . FOR INSPECTION UNTIL INSTALLED. ALL ITEMS SUBJECT TO MOISTURE DAMAGE (SUCH AS CONTROLS, MOTORS, AND ELECTRICAL EQUIPMENT) SHALL BE STORED IN DRY, HEATED SPACES. B. EQUIPMENT AND MATERIALS OF THE SAME GENERAL TYPE SHALL BE OF THE SAME MAKE THROUGHOUT THE WORK TO PROVIDE UNIFORM APPEARANCE, OPERATION AND MAINTENANCE. 1,_09 IDEM IF CA ,ION FOR MEQHANICAL _EQ,U.IENIF. A. IDENTIFICATION FOR MECHANICAL EQUIPMENT SHALL BE PROVIDED AND FURNISHED USING ITEM NUMBERS AND NOMENCLATURE AS SHOWN ON THE MECHANICAL DRAWINGS, OR PER OWNER'S DIRECTION. NAMEPLATES SHALL BE BLACK WITH WHITE BACKGROUND AND SHALL HAVE 1" OR 1/2" IF SPACE IS TOO SMALL. PLATES SHALL BE ADHESIVE BACKED OR BE RIVETED TO EQUIPMENT. B. ITERS., -TQ- 31 IDLUEIED 6ND NQMENCL8URE USEL 51LALL UL SUBMITTED TQ ARCHITECTR AP-PROVAL, 1 B. SDB.N _ AIR _51ST _RDS INAN_A C A. THIS SPECIFICATION IS TO INCLUDE AIR BALANCE TESTS FOR ALL. AIR MOVING SYSTEMS. REFER TO THE PLANS FOR SCHEDULES LISTING AIR QUANTITIES, PRESSURE DROPS, AND TEMPERATURES, B. THE CONTRACTOR SHAH BALANCE, ADJUST, AND TEST AIR MOVING EQUIPMENT AND AIR DISTRIBUTION AND/OR EXHAUSTING SYSTEMS AS HEREIN SPECIFIED. ALL INSTRUMENTS USED SHALL BE ACCURATELY CALIBRATED AND MAINTAINED IN GOOD WORKING ORDER. C. UPON THE COMPLETION OF THE AIR CONDITIONING SYSTEM, THE CONTRACTOR SHAD PERFORM THE FOLLOWING TESTS, COMPILE THE TEST DATA, AND SUBMIT TWO (2) COPIES OF THE COMPLETE TEST DATA TO THE GENERAL CONTRACTOR FOR FORWARDING TO THE ARCHITECT AND OWNER FOR EVALUATION AND APPROVAL. D, TESTING PROCEDURE" THE CONTRACTOR SHALL:. PERFORM THE FOLLOWING TEST, AND BALANCE SYSTEM IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS. 1. ADJUST ALL MAIN SUPPLY, RETURN AND EXHAUST AIR DUCTS TO PROPER DESIGN CFM. 2. TEST AND ADJUST EACH DIFFUSER, GRILLE, AND REGISTER TO WITHIN 5% OF DESIGN REQUIREMENTS. 3. EACH GRILLE, DIFFUSER, AND REGISTER SHALL BE IDENTIFIED AS TO LOCATION AND AREA. 4. SIZE, TYPE, AND MANUFACTURER OF DIFFUSERS, GRILLES, REGISTERS, AND ALL TESTED EQUIPMENT SHALL_ BE IDENTIFIED AND LISTED. MANUFACTURERS RATINGS ON ALL EQUIPMENT SHALL BE USED TO MAKE REQUIRED CALCULATIONS. 5. READINGS AND TESTS OF DIFFUSERS, GRILLES, AND REGISTERS SHALL INCLUDE REQUIRED CFM AND TEST RESULTANT CFM AFTER ADJUSTMENTS. 6. ALL DIFFUSERS, GRILLES, AND REGISTERS SHALL BE ADJUSTED TO MINIMIZE DRAFTS IN ALL AREAS. r l ` . A r ' !. M M A. OPERATING TEST BY CONTRACTOR: THE CONTRACTOR SHALL PROVE THE OPERATION OF THE MECHANICAL AND ELECTRICAL SYSTEMS. AT LEAST TEN DAYS NOTICE SHALL BE GIVEN PRIOR TO SUCH TESTS. B. SHOULD ANY ITEM OF THE SYSTEMS FAIL TO PERFORM IN AN APPROVED MANNER, THIS TEST SHALL BE REPEATED UNTIL THE OPERATING TEST IS APPROVED. 1,12 OPERATING AND MAINTENANCE MANUALS A. PROVIDE TWO MANUALS FOR OPERATION AND MAINTENANCE OF MECHANICAL EQUIPMENT, ONE FOR OWNER AND ONE TO THE ARCHITECT. SECTION 15060 - PIPE & PIPE FITTINGS & RELATED MATERIALS 1.01 PIPE SPECIFICATIONS AND STANDARDS A. THE CONTRACTOR SHALL USE MATERIALS WHICH CONFORM TO THESE MINIMUM STANDARDS BELOW. 1.02 PRODUCTS A. PIPING AND FITTINGS SHALL CONFORM TO THE FOLLOWING: 1. SEWER: PVC SCHAO - ASTM D2466 -90a 2, SEWER VENT: PVC SCHAD - ASTM 02466-90a 3. WATER: COPPER (K,L,M) ASTM 68851 4. GAS: BLACK STEEL, ASTM A120-47 5. UNDER FLOOR: ALL PIPING SHALL BE CAST IRON, OR SCH. 40 PVC WHERE ALLOWED BY CODE. NOTE: JOINING METHODS SHALL MEET ACCEPTED STANDARDS OF INDUSTRY FOR TYPE OF PIPING LISTED. B. DOMESTIC WATER PIPING 1. ALL HOT AND COLD WATER PIPING, UNLESS OTHERWISE NOTED ON DRAWINGS, SHALL BE CPVC, IF ALLOWED BY LOCAL CODE, OR NEW HARD -DRAWN COPPER TUBE WITH MADE-UP, WROUGHT OR FORGED COPPER FITTINGS AND 95-5 TIN -ANTIMONY (NO LEAD) SOLDER, BELOW -GRADE AND BELOW -SLAB PIPES SHALL BE TYPE "K"; ALL OTHER PIPING SHALL BE TYPE "L", REFER TO SECTION 15180 INSULATION. NO JOINTS UNDER SLAB, 1.03 VALVES A. ALL VALVES SHALL BE HAMMOND QUALITY OR EQUAL, UNLESS OTHERWISE NOTED. 1.04 HANGERS & SUPPORTS, PIPING A. TYPICAL CLEVIS-TYPE HANGER ASSEMBLY; GRINNELL OR B -UNE SYSTEMS. 1.05 INSTALLATION A. GENERAL 1. PIPING SHALL BE RUN PARALLEL WITH THE LINES OF THE BUILDING UNLESS DISTINCTLY SHOWN OR NOTED OTHERWISE. AMPLE CLEARANCE FOR INSULATION SHALL BE PROVIDED BETWEEN ADJACENT PIPE AND BETWEEN PIPINQ AND OTHER WORK. ENDS OF PIPE SHALL BE TEMPORARILY PLUGGED WHILE WORK IS IN PROGRESS TO PREVENT RUBBISH FROM ENTERING THE PIPES. 2. THIS CONTRACTOR SHALL MAKE NECESSARY OFFSETS IN PIPING WHERE REQUIRED TO AVOID CONSTRUCTION, DUCTS OR REQUIRED TO PRESENT A NEAT APPEARANCE OR NECESSARY TO ALLOW FOR EXPANSION. ALL PIPING SHALL BE CONCEALED IN FINISHED SPACES. 3. ON DOMESTIC WATER SYSTEMS PROVIDE SHOCK ABSORBERS OF SAME SIZE AS SUPPLY PIPE AT ALL UTILIZATION EQUIPMENT SUPPLY CONNECTIONS, v 1. SWEAT JOINTS SHAH BE MADE USING 95-5 TIN -ANTIMONY (NO LEAD) JOINT SOLDER. PIPE ENDS AND FITTINGS SHALL BE PROPERLY FLUXED BEFORE JOINTING. CUT TUBING SO AS TO ASSURE SQUARE ENDS. CLEAN ENDS BY REAMING OR FILLING. THERE SHALL BE NO JOINTS UNDER SLAB FOR 1" AND SMALLER SIZES. SIZES 1-1/4" AND LARGER SHALL UTILIZE SECTIONS OF TUBING LESS THAN STANDARD LENGTH ONLY WHERE NECESSARY TO COMPLETE RUN SO AS TO MINIMIZE JOINTS. JOINTS FOR 1-1/4" AND LARGER UNDER SLAB SHALL BE MADE WITH SILVER BRAZING. C. SOIL AND WASTE PIPING 1. FURNISH AND INSTALL ALL WASTE, SOIL AND VENT LINES TO SERVE ALL THE FIXTURES LOCATED IN THE BUILDINGS OF THIS PROJECT. 2. HORIZONTAL WASTE AND SOIL PIPE SHALL BE PLACED WITH A MINIMUM FALL OF 1/4" PER FOOT ON LINES 3" OR SMALLER AND NOT LESS THAN 1/8" PER FOOT ON LINES THAT ARE LARGER. 3. ALL CHANGES IN DIRECTION SHALL BE MADE AS REQUIRED BY LOCAL CODE. 4. THERE SHALL BE NO CROSS CONNECTIONS OF ANY TYPE BETWEEN WATER SYSTEMS AND DRAINAGE SYSTEMS. 5. EACH FIXTURE, FLOOR DRAIN AND PIECE OF EQUIPMENT REQUIRING CONNECTION TO THE WASTE DRAINAGE SYSTEM SHALL BE EQUIPPED WITH A TRAP PLACED AS CLOSE AS POSSIBLE TO THE FIXTURE IT SERVES. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TRAPS FOR EQUIPMENT SPECIFIED UNDER OTHER SECTIONS AS WELL AS FOR THE FIXTURES INSTALLED AS HIS RESPONSIBILITY. 6. VENT RISERS SHALL EXTEND TO NOT LESS THAN 10", OR PER LOCAL REQUIREMENTS, ABOVE THE ROOF AND BE PROPERLY FLASHED. 7. ALL SYSTEMS WHICH REQUIRE VENTS FOR PROPER OPERATION OR PLUMBING CODE REASONS SHALL BE VENTED AS NECESSARY EVEN WHERE NOT SHOWN ON DRAWINGS. p. PIPE EXPANSION 1. ALL PIPING SUBJECT TO EXTENSIVE EXPANSION OR CONTRACTION SHALL BE PROVIDED BY EXPANSION LOOPS IN MAINS AND/OR SWING JOINTS, CORNERS AND SWING JOINTS AT ALL BRANCH LINES. PIPING SHALL BE SO INSTALLED THAT NO EXPANSION CAN OVER STRESS ANY FITTING, STRUCTURE OR INSULATION. SECTION 15090 - SUPPORTS, ANCHORS, AND SEALS 1.-..01 WORK INCLUDED A. PIPE HANGERS, ANCHORS, AND SUPPORTS, B. DUCT HANGERS AND SUPPORTS, C. FLASHING FOR MECHANICAL EQUIPMENT. D. SLEEVING FOR MECHANICAL EQUIPMENT. 1.02 REFERENCE STANDARDS A. PIPE SUPPORTS: ANSI 831.1, POWER PIPING. B. DUCT HANGERS: SMACNA DUCT MANUALS 1.03 PIPE HANGERS. ANCHORS AND SUPPORTS A. HANGERS: PIPE SIZES ) INCH TO 1h INCH; ADJUSTABLE WROUGHT STEEL RING. B. HANGERS: PIPE SIZES 2 INCHES TO 4 INCHES; ADJUSTABLE WROUGHT STEEL CLEVIS. C. MULTIPLE OR TRAPEZE HANGERS: STEEL CHANNELS WITH WELDED SPACERS AND HANGER RODS. D. WALL SUPPORT: PIPE SIZES TO 3 INCHES, CAST IRON HOOK. E. WALL SUPPORT FOR PIPE SIZES 4 INCHES AND OVER: WELDED STEEL BRACKET AND WROUGHT STEEL CLAMP. F. DESIGN HANGERS TO IMPEDE DISENGAGEMENT BY MOVEMENT OF SUPPORTED PIPE. G, PROVIDE PLASTIC COATED HANGERS AND SUPPORTS FOR COPPER PIPING OR PROVIDE APPROVED PACKING BETWEEN HANGER OR SUPPORT AND PIPING. H. VERTICAL SUPPORT: STEEL RISER CLAMPS FOR STEEL PIPE, COPPER PLATED CLAMPS FOR COPPER PIPE. I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY PIPING SUPPORTS THAT SHALL BE REQUIRED WHILE PERMANENT SUPPORTS ARE BEING INSTALLED. 1.04 HANGER Rgp_S A. PROVIDE STEEL HANGER RODS, THREADED BOTH ENDS OR CONTINUOUS THREADED. 1_05 DUCT IIANGER_a_ AND _SkJPPQEL1 A. HANGERS: GALVANIZED STEL BAND IRON. B. WALL SUPPORTS: GALVANIZED STEEL BAND IRON OR FABRICATED ANGLE BRACKET. C. VERTICAL SUPPORT AT FLOOR: ROLLED ANGLE, 1,0 ELASKLNG A. STEEL FLASHING: 26 GAUGE GALVANIZED STEEL. B. GENERAL FLASHING: PROVIDE SHEET NEOPRENE FOR WATERPROOFING OF FLOOR DRAINS. C. CAPS: STEEL, 22 GAUGE MINIMUM. 1.07 SLEEVES A. PIPES THROUGH FLOORS: FORM WITH 18 GAUGE GALVANIZED STEEL. B. PIPES THROUGH BEAMS, WALLS, FOOTINGS, POTENTIALLY WET FLOOR: FORM WITH STEEL PIPE OR 18 GAUGE GALVANIZED STEEL. C. ROUND DUCTS: FORM WITH GALVANIZED STEEL. D. SIZE LARGE ENOUGH TO ALLOW FOR MOVEMENT DUE TO EXPANSION AND TO PROVIDE FOR CONTINUOUS INSULATION. 1,DB PIPE HANGERS S_ ANT? _5 -UP -00-R-13- INSILLL6110 A. SUPPORT HORIZONTAL STEEL_ AND COPPER PIPING AS FOLLOWS: MAXIMUM DISTANCE BETWEEN NOMINAL PIPE SIZE (IN.) HANGER ROD DIA. (IN.) SUPPORT (FT) 2 TO 1" 6 3/8 A. %2" TO 2" 9 3/8 LL 2J�" TO 3" 10 1/2 ENSURE SURFACE IS CLEAN AND DRY PRIOR TO INSTALLATION. 4" 12 5/8 CONDITIONS. 5" & 6" 14 3/4 WORKMANSHIP. B, SUPPORT HORIZONTAL PVC OR CPVC PIPING AS FOLLOWS: INSULATION THICKNESS SCHEDULE INSULATION MAXIMUM THICKNESS PIPING SIZES (IN) DISTANCE < ALL SIZES �' BETWEEN DOMESTIC COLD UP TO 1 1/2 NOMINAL PIPE SIZE (IN.) WATER PIPING OVER 1 HANGER ROD DIA. (IN,) DOMESTIC HOT ALL SIZES SUPPORT (FT) _ ....__.._---------- WATER PIPING UP TO 2 1 SCH. 40 SCH. 80 1 1/2 3" TO IY" 3 4 3/8 1Y" TO 2" 4 5 3/8 3" TO 4" 5 7 1/2 6" TO 8" 6 9 3/4 C. SEALS 1. SEAL AROUND PIPES THAT PENETRATE FIRE WALLS WITH UL APPROVED FIRE PROOF SEALANT. SECTION 15100 - VALVES, CLICKS, AND FAUCETS 1.01 IN GEN RAL. WQRK INCLUDED A. GATE VALVES, B. GLOBE OR ANGLE VALVES. C. CHECK VALVES. D. PLUG COCKS. E. DRAIN VALVES. 1.02 ACCEPTABLE MANUFACTURERS A. PROVIDE VALVES OF SAME MANUFACTURER THROUGHOUT WHERE POSSIBLE, B. PROVIDE VALVES WITH MANUFACTURER'S NAME AND PRESSURE RATING CLEARLY MARKED ON OUTSIDE OF BODY. C, ACCEPTABLE MANUFACTURERS ARE NIBCO, CRANE, MILWAUKEE, JENKINS, AND NORDSTROM. 1.03 VALVE CQN.N.EQTIONS A. PROVIDE VALVES SUITABLE TO CONNECT TO ADJOINING PIPING AS SPECIFIED FOR PIPE JOINTS. USE PIPE SIZE VALVES. B. THREAD PIPE SIZES 2)�" AND SMALLER, C. FLANGE PIPE SIZES 3" AND LARGER. D. SOLDER OR SCREW TO SOLDER ADAPTERS FOR COPPER TUBING. 1.04 GATE VALVES „(AS REQUIRED) A. BRONZE, RISING STEM, INSIDE SCREW, SOLID WEDGE, SOLDER OR SCREWED ENDS CRANE 431 OR CRANE 1334. 1.05 GLOBE OR ANGLE VALVES A. BRONZE, RISING STEM, INSIDE SCREW, RENEWABLE DISC, SOLDER OR SCREWED ENDS. GLOBE: CRANE 1 OR CRANE 1310. ANGLE: CRANE 2. 1.06 CHECK VALVES A. BRONZE, SWING DISC, SOLDER OR SCREWED ENDS. CRANE 37 OR CRANE 1342. 1.Q7 PLUG C00KS (GAS SERVICE ONLY) A. IRON BODY, BRASS PLUGS AND WASHERS, AIR TESTED, SCREWED ENDS. NORDSTROM #142. B. IRON BODY AND PLUG, PRESSURE LUBRICATED TYPE, FLANGED ENDS. NORDSTROM #143. 1.08 BALL VALVE (AS REQUIRED) A. NIBCO T-580 OR S-580, BRONZE BODY, TEFLON SEAT, 125 LB SWP. 1.09 PRESSURE RATINGS A. UNLESS OTHERWISE INDICATED, USE VALVES SUITABLE FOR 125 MINIMUM PSIG. SWP AND 450 DEG. F. AND 200 PSIG AND 250 DEC. F. 1.10 VALVE OPERATORS A. PROVIDE SUITABLE HANDWHEELS FOR GAUGE, GLOBE AND DRAIN VALVES, AND INSIDE HOSE BIBS. B. PROVIDE ONE PLUG COCK WRENCH FOR EVERY TEN PLUG COCKS SIZED 2" AND SMALLER, MINIMUM OF ONE. PROVIDE EACH PLUG COCK SIZED 2i" AND LARGER WITH A WRENCH, WITH SET SCREW. 1.11 INSTALLATION A. INSTALL VALVES WITH STEMS UPRIGHT OR HORIZONTAL, NOT INVERTED. B. INSTALL GATE VALVES FOR SHUT-OFF AND ISOLATING SERVICE, TO ISOLATE EQUIPMENT, PART OF SYSTEMS OR VERTICAL RISERS. C, INSTALL GLOBE VALVES FOR THROTTLING SERVICE AND CONTROL DEVICE OR BY-PASS. D. USE PLUG COCKS FOR GAS SERVICE, E. PROVIDE DRAIN VALVES AT MAIN SHUT-OFF VALVES, LOW POINTS OF PIPING AND APPARATUS, BUILDING PERMIT SUBMITTAL SECTION 15.750 - PIPING AND EQUIPMENT INSULATION 1.01 WORK INCLUDED A. PIPING INSULATION. B. EQUIPMENT INSULATION. C. ADHESIVE, TIE WIRES, TAPES. D. RECOVERING, 1.02 ACCEPTABLE MANUFACTURERS A. MANUFACTURER AND TYPE: OWENS-CORNING, MANVILLE, CERTAIN -TEED OR EQUAL, 1.03 PREPARATION LL A. DO NOT INSTALL COVERING BEFORE PIPING AND EQUIPMENT HAS BEEN TESTED AND APPROVED. B. ENSURE SURFACE IS CLEAN AND DRY PRIOR TO INSTALLATION. ENSURE INSULATION IS DRY BEFORE O O AND DURING APPLICATION. FINISH WITH SYSTEMS AT OPERATING CONDITIONS. C. REPAIR SEPARATION OF JOINTS OR CRACKING OF INSULATION DUE TO THERMAL MOVEMENT OR POOR F- g WORKMANSHIP. W 1.04 INSULATION THICKNESS SCHEDULE INSULATION PIPE THICKNESS PIPING SIZES (IN) INCHES < ALL SIZES �' DOMESTIC COLD UP TO 1 1/2 WATER PIPING OVER 1 1 DOMESTIC HOT ALL SIZES Lu WATER PIPING UP TO 2 1 (SUSPENDED) OVER 2 1 1/2 DOMESTIC HOT AL SIZES 3/4" PIPING WATER (BURIED) ARMAFLEX CONDENSATE AS RECOMMENDED AS RECOMMENDED DRAINS BY MANUFACTURER BY MANUFACTURER SECTION 15258 - DUCT INSULATION 1.01 WORK INCLUDED A. DUCT THERMAL INSULATION. B. DUCT LINER INSULATION. C. ADHESIVES, TIE WIRES, TAPES. D. RECOVERY. 1.02 SUBMITTALS (SEE 1.04 BELOW) 1.03 JQU CONDITIONS A. DELIVER MATERIAL TO JOB SITE IN ORIGINAL NON -BROKEN FACTORY PACKAGING, LABELED WITH MANUFACTURER'S DENSITY AND THICKNESS. c.� B. PERFORM WORK AT AMBIENT AND EQUIVALENT TEMPERATURES AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. 1.04 ALTERNATIVES A. ALTERNATIVE INSULATIONS ARE SUBJECT TO APPROVAL. ALTERNATIVES TO PROVIDE SAME THERMAL RESISTANCE WITHIN 10%, AT NORMAL CONDITIONS AS MATERIAL SPECIFIED. 1.05 ACCEPTABLE MANUFAC_T_UR.ERS A. MANUFACTURER AND TYPE: OWENS-CORNING, MANVILLE, CERTAIN -TEED, AND P.P,G. 1.06 GENERAL REQUIREMEN_T_S A. ADHESIVES AND INSULATION MATERIALS: COMPOSITE FIRE AND SMOKE HAZARD RATINGS MAXIMUM 25 FOR FLAME SPREAD AND 50 FOR SMOKE DEVELOPED. ADHESIVES TO BE WATERPROOF. B. AL INSULATION MATERIAL SHALL BE APPROVED FOR CEILING PLENUM INSTALLATION. 1.07 MokTE_RIALS AND 40MP_ _ONEN� � A. DUCT WRAP: FLEXIBLE FIBROUS GLASS INSULATION, "K" VALUE AT 75 DEGREES F. MAXIMUM 0.26 BTU/IN/SQ FT/DEG.F./HR. WITH FACTORY APPLIED REINFORCES ALUMINUM FOIL VAPOR BARRIER. 1.08 INSTALLATION A. DUCT WRAP: ADHERE FLEXIBLE INSULATION TO DUCTWORK WITH ADHESIVE APPLIED TO 6 INCH WIDE STRIPS ON 16 INCH CENTERS. PROVIDE 16 GAUGE ANNEALED TIE WIRE TIED, SPIRAL WOUND OR HALF HITCHED AT 16 INCH CENTERS FOR SECURING DUCT INSULATION UNTIL ADHESIVE SETS. BUTT INSULATION AND SEAL JOINTS AND BREAKS WITH 2 INCH LAP OF FOIL ADHERED OVER JOINT. 1.09 INSULATION THICKNESS SCHEDULE A, DUCT WRAP (SUPPLY, RETURN, & OUTSIDE AIR DUCT). ADHERE FLEXIBLE INSULATION TO DUCTWORK WITH ADHESIVE APPLIED TO 6 INCH WIDE STRIPS ON 16 INCH CENTERS. PROVIDE 15 GAUGE ANNEALED TIE WIRE TIED, SPIRAL WOUND OR HALF HITCHED AT 16 INCH CENT'E'RS FOR SECURING DUCT INSULATION UNTIL ADHESIVE SETS. BUTT INSULATION AND SEAL JOINTS AND BREAKS WITH 2 INCH LAP OF FOIL ADHERED OVER JOINT. DUCT & EQUIPMENT DUCT WRAP INSULATION SECTION 15400 - PLUMBING SYSTEMS PART 1 - GENERAJr 1.01 WORK INCLUDED A. FLOOR SINKS B. AIR CHAMBERS OR WATERHAMMER ARRESTERS C. FLOOR DRAINS D, DOMESTIC WATER HEATERS E. SANITARY SEWER SERVICE CONNECTIONS F. WATER SERVICE CONNECTIONS G. NATURAL GAS SERVICE CONNECTIONS H, ALL CONNECTIONS TO KITCHEN EQUIPMENT. INSULATION THICKNESS (IN) 1 1/2 PART 2 - PRO -DUCTS 2.01 FLOOR SINKS A. FLOOR SINKS SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS REQUIRED BY CODE IN AL SANITARY WASTE AND SEWER PIPING. 2.02 WATER HAMMER ARRESTERS A. FIT WATER SUPPLY TO EACH FIXTURE BRANCH WITH A WATER HAMMER ARRESTOR THE SAME SIZE AS SUPPLY LINE. 2.03 FLOOR DRAINS - SEE PLUMQING FIXTURE SCHEDULE ON PLANS 2.04 DOMESTIC WATER HEATERS - SEE PLUMBING FIXTURE SCHEDULE ON PLANS A. WATER HEATERS TO BE A.O. SMITH, AS A MINIMUM STANDARD, FOR GAS OR ELECTRIC SERVICE AS REQUIRED. INSTANTANEOUS HOT WATER UNITS ARE APPROVED FOR USE. B. WATER HEATERS SHALL BE EQUIPPED WITH AUTOMATIC CONTROLS, SAFETY CUT-OFF DEVICES, OVERFLOW BASIN AND PRESSURE AND TEMPERATURE_' RELIEF VALVES PIPED TO NEAREST DRAIN IN HARD COPPER TUBING. C. UNITS SHALL BE A.G.R. OR U.L. APPROVED. ZEN Sanford, Florida 32771 P. 0. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-68-11 Fax 407 330-0639 Engineers Surveyors Architects Plefraners Landscape Architects Envirownentcal Scientists Constniction Munagetnent Trafficf Transportation Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. L ic. No. AA2600926 Landscp. Lic. No. LCO000298 cD 2012 °S®\ Q L LL i < W L0 . O O v. E/) cn 4U F- W (� CL Cd F- g c*i or) LL U- t J0 4 ` J n 1 '*.l `J 4 6 6 U) Q L Ct7 s- r vi U- CL U) L E/) cn 4U F- W (� CL Cd F- g c*i or) LL U- t W C9 � � � < z �' 0 > Lu z 0 L: 0 c.� Lu > C; a v z CL A_- -0 a l 0 � t) � -a U - U) Q L m: U- CL U) L E/) cn 4U F- W (� CL Cd F- g c*i or) LL U- t W Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 4X 2,05 IN.STALLATIQN A. BURY OUTSIDE WATER AND DRAINAGE PIPE MINIMUM 3 FEET, GAS PIPE MINIMUM 2 FEET. B. PROVIDE NEW SANITARY SEWER SERVICES. BEFORE COMMENCING WORK, CHECK INVERT ELEVATIONS REQUIRED FOR SEWER CONNECTIONS, CONFIRM INVERTS AND ENSURE THAT THESE CAN BE PROPERLY CONNECTED WITH SLOPE FOR DRAINAGE AND COVER TO AVOID FREEZING. ADVISE ARCHITECT OF ANY PROBLEMS ENCOUNTERED. SECTION 15450 - PLUMBING FIXTURES & TRIM PART 1 - GENERAL 1_.01 WORK INGL.IJDED A. PLUMBING FIXTURES AND TRIM B. ROUGH -IN AND CONNECT ITEMS FURNISHED BY OWNER OR OTHER EQUIPMENT SUPPLIER. 1.02 SUBWEIIALLS A. SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS IN ACCORDANCE WITH SECTION 15000. PART 2 - PRODUCTS SEE PLUMBING SCHEDULE FOR PRODUCT ITEM, MANUFACTURER, AND PART NUMBER. SECTION 15771 - SPLIT SYSTEM AHU'S & HEAT PUMPS, OR ROOF TOP UNITS l,.Ql GENERAL UNIT CONFIGURATION A. PROVIDE HVAC UNITS HAVING ELECTRIC CONDENSERS (OR HEAT PUMPS IF SPECIFIED) AND ELECTRIC HEAT (IF REQ'D) IN AHU'S, OR PACKAGED BTU'S. B. UNITS SHALL BE SELF-CONTAINED, PACKAGED, FACTORY ASSEMBLED AND PRE -WIRED, CONSISTING OF CABINET AND FRAME, SUPPLY FAN, HEAT EXCHANGER AND, CONTROLS, AIR FILTER, AND MATCHING CONDENSER OR HEAT PUMP UNIT. C. MUST MEET THE REQUIREMENTS OF UL AND APPLICABLE CODES. D. TEST AND RATE COOLING SYSTEMS TO ARI STANDARDS. 1.02 ACCEPTABLE MANUFACTURER. A. MANUFACTURERS ARE CARRIER OR APPROVED EQUAL, SEE MECHANICAL EQUIPMENT SCHEDULE. 1.03 OPERATI.N CQNT_R.Ql-!3 A. PROVIDE LOW VOLTAGE_', MANUALLY ADJUSTABLE THERMOSTAT TO CONTROL CONDENSER OR HEAT PUMP. 1. INCLUDE SYSTEM SELECTOR SWITCH [HEAT COOL OFF] AND FAN CONTROL [ON -AUTO]. 2. PROVIDE DOUBLE ACTING THERMOSTAT WITH MINIMUM 2 STAGE HEATING AND 1 STAGE COOLING, 3. LOCATE THERMOSTAT IN ROOM AS SHOWN ON PLANS. B. PROVIDE REMOTE MOUNTED FAN CONTROL SWITCH (ON -AUTO). C, PROVIDE IN SUPPLY AIR FLOW LIMIT THERMOSTAT TO CLOSE OUTSIDE AIR DAMPER AND STOP SUPPLY FAN. E. DISCONNECT SWITCH: NEC AND UL APPROVED NON -FUSE SWITCH SHALL L PROVIDE UNIT POWER SHUT OFF. SHALL BE ACCESSIBLE FROM OUTSIDE THE UNIT AND SHALL PROVIDE POWER OFF LOCKOUT CAPABILITY. 1.04 INSTALLATION A. MOUNT CONDENSERS (OR HEAT PUMPS) ON SLABS PER PLANS. RTU'S TO BE MOUNTED ON ROOF CURBS PER PINS. SECTION 15620 -- AIR DISTRIBUTION EQUIPMENT 1.01 WORK INCLUDED A. FAN ACCESSORIES B. CEILING MOUNTED EXHAUST FANS 1.02 QUALITY ASSURANCE . A. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SECTION 15000. B. SUBMIT WITH SHOP DRAWINGS, OPERATING POINT PLOTTED ON CURVES. C. SUBMIT MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 1.03 JOB CONDITIONS A. DO NOT OPERATE FANS FOR ANY PURPOSE, TEMPORARY OR PERMANENT UNTIL DUCTWORK IS CLEAN, FILTERS IN PLACE, BEARINGS LUBRICATED AND FAN HAS BEEN RUN UNDER OBSERVATION. 104 ACCEPTABLE MANUFACTURERS A. PROVIDE AND INSTALL ITEMS AS LISTED IN MECHANICAL SCHEDULE ON THE DRAWINGS. 1.05 INSTALLATION A. INSTALL FAN PER MANUFACTURER'S REQUIREMENTS, B. TEST, BALANCE, START UP, INSTRUCTION REFER TO SECTION 15000 1.10 AND 1.11. SECTION 15840 - DUCTWORK & SHEET METAL 1.01 CONTRACTUAL REQUIREMENT A. FURNISH AND INSTALL ALL DUCTWORK FOR ALL SYSTEMS SHOWN ON THE PLANS, AND SPECIFIED UNDER THIS SECTION. 1.02 DESCRIPTION OF WORK A. THIS SIZE, LOCATION AND QUANTITY OF ALL SHEET METAL SPECIALTIES INDICATED ON THE DRAWINGS. ITEMS SHALL BE DELIVERED TO SITE W FIRST CLASS CONDITION, UNDAMAGED AND PROPERLY CRATED. COORDINATE LOCATION OF ALL SHEET METAL SPECIALTIES WITH OTHER TRADES ON PROJECT AS NECESSARY TO ASSURE ADEQUATE CLEARANCE, NECESSARY FRAMING FOR OPENINGS AND ACCESS DOORS IN FURRED SPACES WHERE NECESSARY TO PROVIDE ACCESS TO OPERATORS OR CONTROL RODS AND TO VERIFY ALL SHEET METAL SPECIALTIES WILL FIT INTO THE ALLOTTED SPACE BEFORE FABRICATION OR PURCHASE. B. PROTECT ALL ITEM FROM PHYSICAL AND WEATHER DAMAGE, RUSTED OR DAMAGED PARTS ON ANY ITEM SPECIFIED UNDER THIS SECTION WILL BE CAUSE FOR REJECTION. C. SUBMIT MANUFACTURER'S DATA ON SHEET METAL SPECIALTIES. 1.03 CODES AND STANDARDS A. COMPLY WITH THE REQUIREMENTS AND STANDARDS OF NFPA, UL, NEC, AMCA, SMACNA, ASHRAE, ADC AND OTHER APPLICABLE CODES AND STANDARDS. 1.04 SHEET METAL 1. ALL DUCTWORK SHALL BE METAL, INCLUDING TOILET EXHAUST DUCTS EXCEPT WHERE DUCT BOARD IS NOTED. DUCTBOARD SHALL BE A MINIMUM 2" R6.0 PER SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. ALL CLOSURE SYSTEMS SHALL MEET THE REQUIREMENTS OF UL181A. 1.05 SPECIALTIES A. GENERAL: ALL SHEET METAL SPECIALTIES SPECIFIED HEREIN INDICATE THE LEVELS OF QUALITY AND PERFORMANCE TO BE FURNISHED. ITEMS ON JOB MUST MEET OR EXCEED THESE LEVELS. B. TURNING VANES: USE TWO-PIECE TURNING VANES WHERE DUCT ELBOWS ARE 45 OR GREATER. TURNING VANES SHALL BE SAME MATERIAL AS DUCT AND DESIGNED FOR LOW PRESSURE DROP. C, VOLUME EXTRACTORS: AT EACH BRANCH TAKE -OFF, PROVIDE A VOLUME EXTRACTOR ADJUSTED TO PROVIDE THE AIR FLOW TO THAT BRANCH INDICATED ON THE DRAWINGS. D. SPLITTER DAMPERS: PROVIDE SPLITTER DAMPERS IN THE SIZE INDICATED ON THE DRAWINGS OR WHERE A MAIN TRUNK DUCT DIVIDES TO FORM TWO (2) DUCTS. SPLITTER SHALL HAVE ADJUSTABLE CONTROL ROD EXTENDED THROUGH THE SIDE OF THE DUCT, CONTROL ROD MUST BE SET IN POSITION TO DIVERT THE AIR FLOWS INDICATED WITH SET SCREW HOLDING ROD IN PLACE, PROVIDE AN ACCESS DOOR IN FURRING IF DUCT IS ENCLOSED IN FURRING. BUILDING PERMIT SUBMITTAL E. FLEXIBLE CONNECTIONS: PROVIDE 6" MAX FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET OF EACH PIECE OF AIR -MOVING EQUIPMENT SUCH AS FANS AND AIR HANDLERS. HOLD IN PLACE WITH AIR TIGHT COLLAR AND METAL BAND, FABRIC TO BE NON-COMBUSTIBLE AND COMPLY WITH UL STANDARDS 214 AND NFPA 90A. WEIGHT: 30 OUNCES PER SQUARE YARD. F. VOLUME (DAMPERS: 1. CONSTRUCT DAMPER FRAMES FROM GALVANIZED CHANNELS 3" X 1" X 1 1/2". FRAMES SHALL BE CORNER BRACED AND SHALL BE SIZED TO FIT THE CONSTRUCTION WHERE THEY ARE TO BE INSTALLED. 2. DAMPER BLADES SHALL BE OF THE OPPOSED -BLADE TYPE WITH EXPOSED LINKAGE. BLADES SHALL BE FABRICATED FROM 16 -GAUGE GALVANIZED STEEL, BLADE WIDTHS SHALL NOT EXCEED 6" AND ALL BLADES SHALL BE FORMED WITH Y" V -GROOVES ALONG THEIR LONGITUDINAL CENTERLINE AND ALONG BOTH EDGES. FORMED -EDGE GROOVES SHALL PROVIDE FOR A %" INTERLOCK BETWEEN ADJACENT BLADES, CLEARANCES BETWEEN BLADE ENDS AND SUPPORTING CHANNEL FRAMES SHALL NOT EXCEED )6". POLYURETHANE FOAM SEALS SHALL BE ATTACHED TO ALI BLADE EDGES AND WIND STOPS. 3. DAMPER BLADE SHAFTS OR AXLES SHALL BE 1/2" CARBON STEEL AND SHALL EXTEND COMPLETELY THROUGH THE BEARINGS, BEARINGS SHALL BE OF THE SELF LUBRICATING TYPE. 4. DAMPERS SHALL BE OPERATED BY A MANUAL LOCKING DEVICE MOUNTED ON THE EXTERIOR OF THE SHEET METAL DUCT. 1.0.0 GR.i S E_GISTERS AND DIFFQSERS A. PROVIDE= GRILLES, REGISTERS AND DIFFUSERS OF THE SIZES AND TYPES INDICATED ON THE DRAWINGS PLANS AND MECHANICAL SCHEDULE. ALL SUPPLY AND RETURN REGISTERS AND DIFFUSERS SHALL HAVE OPPOSED -BLADE DAMPER MATCHED TO AIR DIFFUSION DEVICE. THE STATIC PRESSURE DROP REQUIRED TO OBTAIN THE INDICATED CAPACITY SHALL NOT EXCEED 0.1" WATER GAUGE OR THAT OF THE DIFFUSION DEVICE SPECIFIED, WHICHEVER IS LESS. SEE DRAWING SCHEDULE OF GRILLES, REGISTERS AND DIFFUSERS FOR TYPE, COLOR AND ACCESSORIES. APPLY RUST -PROOFING PROCEDURE TO DEVICES BEFORE PRIME COATING, 1.07 INSTALLATION INSTALL ALL! SHEET METAL SPECIALTIES SPECIFIED HEREIN IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND IN ACCORDANCE WITH GOOD INDUSTRY PRACTICE, INSTAL! ALL SCREWS, GASKETS, PINS, ETC., TO ASSURE A COMPLETE AND WORKING INSTALLATION, TEST ALL DAMPERS FOR PROPER OPERATION AT THE SPECIFIED CONDITIONS, REPLACE ANY DAMPERS THAT RATTLE OR PRODUCE OTHER UNDESIRABLE NOISE. ELIMINATE WHISTLE -FORM AIR DIFFUSION DEVICES IF CONDITION OCCURS. ADJUST AIR DIFFUSION DEVICES TO PROVIDE EVEN AIR FLOW WITHOUT OBJECTIONABLE DRAFTS. 1.Oi3 _ _.D_UCT DEVICES A. FURNISH AND INSTALL ALL SPECIALTY ITEMS REQUIRED, SUCH AS BALANCE AND VOLUME REGULATORS, FIRE DAMPERS (WHERE REQUIRED), TURNING VANES, SMOKE DETECTORS AS REQUIRED BY LOCAL CODES. SECTION 15870 - AIR OUTLETS 1�1 GERERAL A. REFER TO MECHANICAL PLANS FOR CFM OUTLET AIR FLOW. 8. MAKE AIR FLOW TESTS AND SOUND LEVEL MEASUREMENTS IN ACCORDANCE WITH APPLICABLE ADC EQUIPMENT TEST CODES AND ASHRAE STANDARDS. C. REFER TO MECHANICAL SCHEDULE FOR GRILLE AND ACCESSORY MANUFACTURERS. END OF DIVISION 15. 500 West l,aaltan Street Stanford, Flur~islet 32771 P. O. Bax 2806 Stanford, Florida 3277.2-2808 Phone 407 32.2-6847 1"'ax 407 330-0639 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists constrrtctioll Nlaanragement Tr of fic/Trcanspartution Eng. C.O.A. No. 32:15 Survey L.B. No. 7143 11rch. Lie. Na. AY 12600926 Landscp. Lir. No. L:CO000298 (D2t2 13 c 0 W c� .w. M 0 ISI<-1�� - 1,1Z V) cv Z oLu a u.0 ca D eL ca LLJ F - < 00Z U. U. 1 w 2i ^ U 7(j W c a a _0 Q) > 2 W o •• o Z o V) 0 Z w V) u.0 ca D eL ca LLJ F - < 00Z U. U. 1 w 2i Sheet No. SP1.2 NOTE: THE SCALE of THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION r'�*a sw.d