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HomeMy WebLinkAbout6712 Dairy Rd (2)f5 VERT BELOW l ALL COF O ENIW b'O'Oc THE CLIENT UNDERSTANDS THAT THE DEWxNM CARRIES NO L 45LJTY IN 4"NGE AND THEREFORE A AEEB TO HOLD HARMLEDS, IDEMNFY, AND DEFEND DESIGN 4 FROM ALL CLAIMS, LOSSES AND E 4PENSEB (INC 10*4rx REASONABLE ATTORNEY F$S) ARISING OUT OF OR RESULTMG FROM THE PROJECT. THE DESIGNER WILL IN GOOD FARM ATTEMPT TO PF.IYIDE ERROR FREE CONSTRUCTION DRAWNGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF FidPA RS OR DELAY TO THE CONSTRUCTION Ill' 4" FLOOR FLAN 1/411 = 11 011 ALL EXTERIOR WALLS ACT AS SHEAR WALLS THESE DRAWINGS ARE THE PROPERTY OF RYMAN CONSTRUC TION OF FLORIDA, INC. AND ANY USE OF SUCH DRAWINGS WITHOUT WRITTEN PERMISSION FROM RYMAN CONSTRUCTION OF FLORIDA, INC. IS PROHIBITED. with commen rovidecl with pian(s) ING 5632 PORTE COCHERE 600 TOTAL 6232 STORAGE AREA 1545 ENGINEERING INC. U v �; RICHARD L KIDrrEY P.E FL.CRIDA LICENSE NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) WIND ZONE -100 MPH FASTEST SPEED AND THE ENTIRE 2004 FLORIDA BUILDING CODE INCLUDING ALL 2005 AND 2006 SUPPLEMENTALS O ti O N) N Z O Z N N 11) W N a M G y. M M Q —mOtt xGo ci LQL W O Uo ) Z14. ti > O O N C� 3 di C� N } e'i W W --� Q M M Z W W V � LL N W W O � r 01 O mr� cq mw M 61 C4 m � o u 10 L Zo 0c0�R; L 3L m y z m I.L. N Q JU +� co U Ztu Lu z_�a. Y3 01C�40-0 M 'Q = cq di 'D O ems Oo�u di Qr Q Z O 0 w rCA ;SL Q cv ' r (P 41C � � to z d I1 Q C1 O 0 vv o �4- E _J MM7 O L o� a 0 LL 0 -j LL Z q O U. �Z® O�'� V� Q W � J VU� u. W O ao= vWa. W p N W PG 1 OF 7 ARKAY # 1100 \ 23, O" 14' 4" \ SMOKE WALL 14' 2" AIR HANDLER 01 AND O \ PHONE EQUIPMENT ROOM O 6 \ i'- _ _ _ _ _ _ _ — — — — IT ' / O�A1 4' 2" O SMOKE WALL / / / / / / / / / / 44' 6° 44' 6" O TUBE SKYLIGHT O TIME SKYLIGHT O TUBE SKYLIGHT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FILE STORAGE AREA O O O TUSE SKYLIGHT TUBE SKYLIGHT TUBE SKYLIGHT GUT THRU SECTION DETAIL_ NOT OT SCALE THE CLIENT UNDERSTAW* T"T THE DESIGNER CARRIER NO LIABILITY INSURANCE AND THEREFORE AGREF_S TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DMIGNER FROM ALL CA AIMS, LO"M AND E>" ='EII (INCLUDING REASONABLE ATTORNEY FEES) A W4G OUT OF OR RESULnWx FROM THE PRCXM= THE DERKsNER WILL IN GOOD FAITH ATTEMPT TO PROVE ERROR FREE CONSTRUCTION DRmwme, HUT IN THE EVENT ERRORS ocouR TFE DESIGNER WILL NOT BE LIABLE FOR COST OF RHnAIRR OR DELAY TO THE CONSTRUCTION 111' 4" FILE STORAGE ROOM 1/411 = 11 0 11 1/2" CDX ROOF SHEATHING NAILED 6" OC ON THESE DRAWINGS ARE THE PROPERTY OF RYMAN CONSTRUC TION OF FLORIDA, INC. AND ANY USE OF SUCH DRAWINGS WITHOUT WRITTEN PERMISSION FROM RYMAN CONSTRUCTION OF FLORIDA, INC. IS PROHIBITED. FA / / / 12, (o" 23, on / N / / SMOKE WALL / / / 12' 4" AIR HANDLER , UNIT 02 ROOM N / / — — — — — — — — — N \ SMOKE WALL \ \ \ \ \ \ \ EXTERIOR DOOR AND WINDOW SCHEDULE A, 36"X-72" COLONIAL GLASS OPENING WITH VINYL FRAME AND LOW E INSULATED TINTED GLASS. OPENING FIXED OF SINGLE HUNG TYPE, VERIFY WITH OWNER DESIGN PRESSURE: + 24.S4 - 32.86 B, 36"X60" COLONIAL GLASS OPENING WITH VINYL FRAME AND LOW E INSULATED TINTED GLASS. OPENING FIXED OF SINGLE HUNG TYPE, VERIFY WITH OWNER DESIGN PRESSURE: + 25.30 - 33.55 C, 3/0 X 8/0 STEEL INSULATED DOOR WITH STEEL FRAME. HARDWARE: BALL BEARING HINGES, LOW HANDICAP OUTSWING SILL. PUSH BAR PANIC DEVICE INTERIOR HANDICAP LEVER KEY LOCK EXTERIOR DOOR CLOSURE DESIGN PRESSURE: + 24.10 - 32.40 D, 6/0 X 8/0 STEEL INSULATED DOOR COLONIAL LOW E INSULATED GLASS WITH STEEL FRAME. HARDWARE: BALL BEARING HINGES, LOW HANDICAP OUTSWING SILL PUSH BAR VERTICAL ROD PANIC DEVICE EACH DOOR INTERIOR HANDICAP LEVER HANDLE EXTERIOR EACH DOOR WITH CYLINDER KEY LOCK DOOR CLOSURE EACH DOOR DESIGN PRESSURE: + 23.30 - 2S.51 12" HALF CIRCLE TRANSOM WINDOW WITH VINYL FRAME AND LOW E INSULATED TINTED GLASS DESIGN PRESSURE: + 24.04 - 32.86 HARDWARE TO BE A COMMERCIAL GRADE PRODUCT. THE MANUFACTURERS WERE NOT SPECIFIED IN PLANS AND WILL BE THE CONTRACTORS RESPONSIBILITY TO CONSULT WITH OWNER TO MEET THERE REQUEST AS TO FINISHES OF HARDWARE AND MANUFACTURE INTERIOR DOOR AND WINDOW SCHEDULE 1, 3/0 X 6/8 SOLID CORE BIRCH STAIN GRADE DOOR 'j, 48"X48" TEMP FIXED GLASS WITH STEEL FRAME WITH STEEL FRAME. HARDWARE: BALL BEARING HINGES, HANDICAP LEVER PASSAGE LOCK 2, 3/0 X Cole SOLID CORE BIRCH STAIN GRADE DOOR WITH STEEL FRAME $, 36'X36' SLIDING PASS THRU WINDOW HARDWARE: BALL BEARING HINGES, HANDICAP LEVER KEY LOCK 3, 3/0 X 6/8 SOLID CORE BIRCH STAIN GRADE DOOR WITH STEEL FRAME. 9, 36"X COUNTER HEIGHT SLIDING PASS THRU WINDOW HARDWARE: BALL BEARING HINGES, VERIFY HEIGHT IN FIELD HANDICAP LEVER PRIVACY LOCK 4. DBL 2/0 X 6/8 SOLID CORE BIRCH STAIN GRADE DOOR WITH STEEL FRAME. 10, 36"X COUNTER HEIGHT SLIDING PASS THRU WINDOW HARDWARE: BALL BEARING HINGES, VERIFY HEIGHT IN FIELD HANDICAP LEVER KEY LOCK 5, 3/0 X 6/8 SOLID CORE BIRCH STAIN GRADE DOOR WITH STEEL FRAME jj, STAINLESS STEEL PASS THRU DOOR UNIT HARDWARE: BALL BEARING HINGES, VERIFY SIZE BEFORE CREATING OPENING HANDICAP LEVER KEY LOCK 6, 3/0 X 6/8 SOLID CORE BIRCH STAIN GRADE HARDWARE TO BE A COMMERCIAL GRADE PRODUCT. DOOR WITH 24X24 LOUVER AT BOTTOM OF DOOR THE MANUFACTURERS WERE NOT SPECIFIED IN PLANS AND STEEL FRAME, AND WILL BE THE CONTRACTORS RESPONSIBILITY TO HARDWARE: BALL BEARING HINGES, CONSULT WITH OWNER TO MEET THERE REQUEST AS TO HANDICAP LEVER PASSAGE LOCK FINISHES OF HARDWARE AND MANUFACTURE MAIN BUILDING 5632 PORTS COCHERE 600 TOTAL 6232 � STORAGE AREA 1545 KAY ENGINEERING INC. TRU :IitAL ENGINEERS RICHARD L KI EY FLORIDA LICENSE N MBLA 37256 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR !UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) WIND ZONE -100 MPH FASTEST SPEED AND THE ENTIRE 2004 FLORIDA BUILDING CODE INCLUDING ALL 2005 AND 2006 SUPPLEMENTALS 0 ti O to N Z PL C5 Z N LA to N z ILIn M� o C } M M Q G Go LQL 1= w 0 3 -j _ LL ti � N CJ 3 o N >- rl w w J " M Q G M Z w C LL. W LL � O ereg� ch m� Ocow l'n N • � U N J U- Z -4 4 0 _ �LL O l�I — 3 U Z Q I !__ LLI Ulu Z_0� .4 3 to r- 0 o (pcr � tMA -6 3 � 'Q 3: d) OIL J ::i p -a O g0t OoQ� ui a~ � Q z O w Qcq N r V O z tii z d uD 0 0 0 0 vv 0 M O o 2 m -4 4 0 � iJZm� O � � v O Q G LLO_J Od Z O LL co LLJ i � 0 a.UJR m ;z o L1J a C6 Va.J —VJ LL _ C) Jam Qo= vLwa. amuj N W m PG 2OF7 ARKAY # 11690 T.O.B. E m w U cn ? _ 0 IUL0 _ 3 O = z LL o a O o �o oil loll 121 VINYL LOUVER oil oil MIII NOR oil M MIII NOR oil I RIGHT ELEVATION 1/411 = 11 011 v ��o @Mir OEM one OEM one NOR one moo mom � Non � p p � son, L low I 1� NOW THE CLIENT UNDERSTANDS THAT THE DE54"M CAS NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD 14ARMLEM, IDE-INIFY, AND D89D O DESIGNER FROM ALL CLAIMS. LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER UALL N GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWNGB, BUT IN THE EVENT ERRORS OGCUR THE DESIGNER WILL NOT BE LIABLE FOR C06T OF RrAI RS OR DELAY TO THE CONSTRUCTION REAR ELEVATION 1/411 _ 11 011 RKAY ENGINEERING INC. TRUCTURAL ENGINEERS /1C R' L IDDFY �. FLORIDA LICENSE NUMBER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) WIND ZONE -100 MPH FASTEST SPEED AND THE ENTIRE 2004 FLORIDA BUILDING CODE INCLUDING ALL 2005 AND 2006 SUPPLEMENTALS O ti O t/! N Z Z N Lc) m N N IL M In G z } M M -� m Q x C M LL. cc W tU) _ LL. ti O O � > N Olt (A � W I J a M C M Z W W V 0 r6 N LL. W O � o mCOLU cal cv s c �4 u N O W � �► z m z ^ ui U.IU Z_ma: m 0 �s� U inCLZa w 0 4 Z 0 O W cq O %0 A r ED O Z iii z al Q Q � 0 vv o h, 4 vo �� W �o Q 0 U.X 0.0 Z q O LL. Q x Cn0 Lu CL LLw 0 MZJ O11r- LL. ow Q to LLI J Va'J V— �WW O �-- JQ= aoCL V LLI LLI am" LLI PG 30F7 ARKAY # I I bi 0 as VERT BLOW l ALL COF OPENING V o• oc 0 f THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO UA15 LF Y INSURANCE AND TWEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND -DCPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING PROM T14E PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRA IIING6. BUT IN T14E EVENT ERRORS OCCUR THE DESIGNER WILL NOT 15E UABLE FOR COST OF RE�IAIR6 OR DELAY TO THE CONSTRUCTION Ili' 4" FOUNDATION FLAN 1/411 = 11 011 Y ENGINEERING INC. TRUCTURdL ENGINEERS 1/ jI `7 RICHARD L DOEY P. FLORIDA LICENSE NUMBER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) WIND ZONE -100 MPH FASTEST SPEED AND THE ENTIRE 2004 FLORIDA BUILDING CODE INCLUDING ALL 2005 AND 2006 SUPPLEMENTALS O r11- O U) N z 14 O Z co (AN W W z d M L C � Q CAI Lu Go W 0 3 � U. Q 1- N t� 3 v N ad } ri W W J oNaC4 Q � M C M `Z W W W U. O r O m dl N • � � 0 IUD _z QD _j IL 'Q IL ll� N Z �U t I ^ to Z_®n. c14Um CA r O �o� Ov�u di � Q Z 0 O } w (X � r � c14 ' r O z O w z CD 0 Q 0 vv o O 14z m vo �� �o a 0 �7 0LL(5 Z O x Co Q W �ZO O�J Wa -LL. VJ U. _ C:) QO= � ui DCL W N W PG 4 OF 7 ARKAY # ( 1610 111' 4" �111111 IC]— 0 hLla - i6L milli/.r1I= milli NON , ]IIII 111111.]IIII IIIII,1� �[�I IIIIII \ IIC]Ii IIII 111. 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P40, Nor— milli - -, milli = �_ = �= == _ = i rr. %ii %ii iii rrir I I \ :..ii..ii, IIII rii ii iii ►iii vii IIII iii I i..iiii..iiri, IIII - - - . i i I �= RAISED _ 'Iloilo, APIA IN ENTRY , AR EA _ ,; `I1111111 [A �1111111 I[]'= = : ]I►111111111 IC]III 1111111111111.I'= =IIIII 11111111 I[] 111111111111111 _I'= =C lldh�xm IIIIC]� []I II IC7, _ _[7111111 1111 11 11 1=11 1111 1111 1111 11[: _ =t=11111 IIII 7111//11 II'= =III :]II IIII IC] IIII IIC: _ == =C]I 1111111 _III IIIIII: _ I'11111 IIIIC7111111111C:= = I"11111111 111'111111111111111 II __. _ 11 AT EAC44 SIDE ._::. END POURED N .. oil _ . _AT ONE OF ALL _.. BLOCKAT HOLESW FILL NAIL .. NAILS oil oil M ENTRY. DETAIL ._.CONNECTION i STEEL BEAMS oil I I ' oil II oil I oil oil SCISSOR GABLE TRUSSES TO BE DESIGNED TO i CARRY LOAD ON BOTTOM CORD FOR ENTRY oil ARCH FRAMING �.. EHI . _ _ . _ mom H■ . _ _ . _ ;Ine! ROOF TRUSS 10L THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY MSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEPEND DESIGNER FROM ALL CLAIMS, LOSSES AND DG'ENSES (NCLUDNG REASONABLE ATTORNEY FEES) ARISING OUT of OR RESULTNG FROM THE PROJECT. THE DESIGNER WILL N GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT N THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION 13 O IW-. O N N Z CS Z U) tNA co N ,,www a- La A vI In Lo z >- M I Q O O LL. 0: W Z U) 2 ti O O Q t/� H N V O V N yj W LA —� Q M G M Z W W in Q LL vi U. O LU v O m� M tail N s 0 O iQ �a HLu % C' O Z 3 i LLl U Z_m0- d3a°�Uv"i (p ' Y '• � fe O� � ems W- W 0 Q Z OT _0 to W O cv ' r ai (P it Z Q i-3 w z a Q � O LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART l 16" DEEP SECTION ) CLEAR SPAN CONCRETE U LINTEL "POWER" STEEL "POWER' STEEL BOX LINTEL 1' - 6' 4981 PLF ( UNFILLED ) 1010 PLF L-2 98b5 PLF 2' - 2' 3435 PLF ( UNFILLED ) 6626 PLF L-2 6830 PLF 2' - 8" 2 M PLF ( UNFILLED) 5296 PLF L-2 5549 PLF 3'- 2" 2332 PLF ( UNFILLED ) 4508 PLF L-2 4613 PLF 4'- ON 1835 PLF ( UNFILLED ) 3535 PLF L-2 36" PLF 4'- 6' 1624 PLF l UNFILLED ) 3154 PLF L-2 3288 PLF 5' - 2" 2139 PLF » 2146 PLF L-2 - 2064 PLF » 2711 PLF » 22W PLF L-2 - 2400 PLF » ON 19B1 PLF » 20M PLF L-2 - 2114 PLF » 8' - O' I123 PLF » 116E PLF L-2 - 22'13 PLF » 9' - 2' 148% PLF » 1545 PLF L-2 » 1984 PLF » 10' - O' M54 PLF - 1414 PLF L-2 » 1815 PLF » 10' - 8" tm PLF » 025 PLF L-2 - I110 PLF - il' - 2' 000 PLF » 1230 PLF L-2 » 1629 PLF » L2' - O' 1109 PLF » InS PLF L-2 » 515 PLF » 12' - 8' 1044 PLF » 1116 PLF L-2 » 1436 PLF » 13'-4' MISS PLF »P 501PLF L-2»SL-1 13"PLF» 44' - ON 1321 PLF - P 1321 PLF L-2 » SL - I MS PLF » I6' - O" 1152 PLF - P 1048 PLF L-2 - SL - 1 1131 PLF » IS' - 0' 1016 PLF - P 828 PLF L-2 » SL - 1 960 PLF » IS' - 8' 9T1 PLF - P T10 PLF L-2 - SL - 1 893 PLF » 20' - O' 616 PLF - P 62S PLF L-2 - SL - 1 184 PLF » 22' - 8' 189 PLF - P 523 PLF L-2 - SL - 1 606 PLF - DENOTES 45 REBAR X CONT, PLACED IN BOTTOM COURSE AND 16" DEEP BEAM POURED SOLID WITH 25o0 PSI C ONCRETE. » P - DENOTES PRE STRESSED U LINTEL WITH 05 REBA R X CONT, PLACED IN BOTTOM COURSE 4 16' DEEP BEAM PO URED SOLID WITH 2500 PSI CONCRETE 8" X 8' X 16' KNOCK OUT BLOCK TOP COARSE WITH 1 45 HORIZONTAL " R85AR TIED TO ALL VERTICAL RODS Box STEEL LINTELS OVER ALL WINDOW AND DOOR OPENINGS, NO 05 REBAR REQUIRED ON BEAMS UP TO 24'0" WITH NO MORE THAN 606LB8 PLF OPTIONAL POWER BOX LINTEL DETAIL 8' X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL Oil REBAR TIED TO ALL VERTICAL RODS I ----I 8" X 8' X 16' KNOCK OUT BLOCK OVER POWER STEEL LINTELS, WITH I EACH 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL IS OVER 12'4' OPTIONAL POWER STEEL LINTEL DETAIL 8" X 8' X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 "5 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS I9--I 8" PRECAST LINTEL BLOCK OVER ALL OPENINGS. I EACH p 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER 5'2" OPTIONAL STANDARD PRECAST DETAIL 25 HORIZONTAL LINTEL 05 REBAR HOOK LAPS MINIMUM 10" WRH 2 TIES n FOOTER 05 REBAR ROD CHAIRS �- 25- _ REBAR LAP DETAILS 2X4 BLOCKING AT TOP AS SHOWN LOAD BEARING SCISSOR GABLE END TRUSS BETWEEN EACH TRUSS NAILED AT WITH ONE AT FROM OF COLUMN AND ONE AT EACH END WITH (2) 16D NAILS BACK SIDE OF COLUMN, SEE TRUSS LAYOUT PLAN 11 11 1/2" GYPSUM WALL BOARD AT EACH SIDE OF WALL (TYPICAL) BOTTOM CORD OF WOOD TRUSS 3 5/8" 20GA TOP TRACK SECURED TO BOTTOM OF WOOD TRUSS OR WOOD BLOCKING WITH 0IOX2" SCREWS 6" OC DROP CEILING GRID SYSTEM 3 5/8" 2OGA STEEL NON LOAD BEARING STUD WALLS WITH STUDS SPACED MAXIMUM 24" OC. 3 5/8" 20GA BOTTOM TRACK SECURED TO FLOOR WITH MASONRY NAILS (TYPICAL) DETAIL (E) NON LOAD BEARING INTERIOR STEEL STUD WALL NOT TO SCALE 4' 8" 3/4" FORM PLYWOOD SINGLE HEADER BLOCK AT TOP OF WALLS 8" CONCRETE BLOCK WALLS WITH 05 VERTICAL RODS PLACED AS SHOWN ON FOUNDATION PLAN WITH FILLED CELLS IN TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 6" 3000 PSI CONCRETE POUR WITH 05 REBAR MATT 12" OC EACH WAY WITH 12" BEND DOWN INTO WALLS I-oilAT EACH END. CENTER REBAR MATT IN SLAB AREA 2X4 BRACING 16" OC AT TOP OF 2X4 WALLS BELOW 3/4" FORM PLYWOOD 16" X 12" MONO FOOTINGS WITH (2) 65 RODS ON CHAIRS TIED TO ALL VERTICAL RODS DETAIL (C) COMPUTER SAFE ROOM CUT SECTION BACK SIDE OF GABLE WALL TO HAVE ' I 1 r -------- I I BANDS AT FRONT TO BE 2" THICK 5" WIDE STUCCO BANDS, HARDI LAP SIDING ON THE ENTIRE 11 " 11 " 11 ' I II I 1 II I 1 II 1 1 AREA BEHIND LATTICE TO BE GALV WIRE LATH WITH SMOOTH AREA 11 II 11 I1 1 11 Z/8" STUCCO. LATTICE TO BE PLACED OVER STUCCO AREA WITH STAINLESS STEEL 0SX2" SCREWS, REMAINING AREA TO 1 II II II II 11 HAVE HARDI LAP SIDING 11 11 4I II 1 it 11 11 11 II II 11 tl 11 II II 11 II 11 II II 11 II it II 11 11 II - I.I 1 11 11 II II II 1 11 tl 11 II 2X4 ANGLE BRACE FROM BOTTOM CORD OF 11 11 II 11 11 It TRUSS TO SIDE OF VERTICAL WEBS 24' OC 11 11 11. 11 11 11 11 11 II 1 11 11 ' 12"OVER HANG AND SUB FASCIA NAILED AT EACH END WITH (2) 1foD NAILS ; , ; ; 11 II 1 11 11 II 11 II 11 11 11 11 11 II II II 11 11 11 11 11 11 11 11 11 11 II 11 11 11 11 11 11 II 11 11 11 it II 11 11 II 11 1 I 11 II 11 II 1 1 II it II I I 11 11 11 11 1 I 11 1 11 11 I I 11 1 11 11 1 I 11 11 11 II 1 I 11 II II 11 1 1 II 11 11 11 1 1 II tl 1 1 11 - 11 II 11 I 1 11 11 I 11 1 1 11 11 I I I 1 1 11 11 - 11 II 1 1 11 11 11 11 1 1 11 - 11 11 11 1 1 II 11 II I I II 11 11 II 1 I 11 II 11 I I I 11 II II 11 I 1 11 II II II I 1 11 I 1 11 11 11 11 1 1 II 11 11 11 I 1 I 11 II 11 1 1 I1 W16X26 STEEL I BEAM, SECURE TO EACH COLUMN WITH (2) 5/8"XIO ANCHOR BOLTS BL'or+ CxcuHki 2X4 BLOCK BETWEEN SIDE OF EACH STUD FROM FRONT WALL TO REAR WALL WITH (2) 12D NAILS 2X4 STUD WALL AT EACH SIDE OF COLUMN ATTACHED TO TRUSS AT TOP AND SIDE OF COLUMNS THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE CDCORE a `, AGREES TO HOLD HARMLESS, IDE'9NIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND ENTRANCE LOCK COLUMN SIDE VIEW EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM TFE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION NOT TO SCALE �'ARAWINGS, BUT IN THEOCCUR THE EVENT ERRORS OCCTHE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION i NOT TO SCALE 2X4 TEMPORARY STUD WALLS BELOW FORM PLYWOOD, DO NOT REMOVE FORMS FOR MINIMUM 15 DAYS o v WELDED AT TOP AT EACI- W16X26 STEEL I BEAT EACH COLUMN WITH C ANCHOR BOLTS v THERE WILL BE NO UPLIFTS ON THESE INTERIOR BEARING WALLS, WALLS ARE FOR FLOOR LOAD ONLY OF FILE STORAGE ROOM ABOVE 1/2" GYPSUM WALL BOARD AT EACH SIDE OF WALL (TYPICAL) BOTTOM CORD OF WOOD TRUSS 3 5/5" *GA TOP TRACK SECURED TO BOTTOM OF WOOD TRUSS OR WOOD BLOCKING WITH 01OX2" SCREWS &'OC DROP CEILING GRID SYSTEM C SHAPED FIELD FABRICATED BACK TO BACK 12" STUD HEADER 16 GA ABOVE ALL DOOR OPENINGS WITH JACK STUD AND EACH END 3 5/8" 16GA STEEL LOAD BEARING STUD WALLS WITH STUDS SPACED L6" OC. 3 5/8" 16GA BOTTOM TRACK SECURED TO FLOOR WITH 1/2"X4" REDHEAD EXPANSION BOLTS 24" OC • • FOOTINGS AS SHOWN WITH 6" (2) 05 REBAR ON CHAIRS DETAIL (B) LOAD BEARING INTERIOR STEEL STUD WALL AND FOOTERS NOT TO SCALE STM PLYGLIPB PLYWOOD NAIL PATTERN (ROOF) PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND MAXIMUM WIND LOAD RATING OF 130 MPH PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE PER APA TECHNICAL NOTE R215A. 16" - 24" INCH PANELS DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL, NONE REQUIRED AT RIDGE OR HIP, 12" - 16" LUMBER ONLY 5LOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING BOTTOM OF FOUNDATIONS I6"X40"X40" CONCRETE PAD PAD MINIMUM 12" BELOW GRADE WITH (5) 05 REBAR EACH WAY 3' 4" ICYNENE R-20 FOAM SPRAYED AT BOTTOM OF ROOF SHEATHING DOWN TO WALL FOIL RADIANT BARRIER AT TOP CORD _ OF ROOF TRUSSES PRIOR TO INSTALLING ROOF SHEATHING 1/2" CDX ROOF SHEATHING NAILED 6" OC ON ALL EDGES AND IN THE FIELD WITH 8D NAILS, USE STEEL PLYCLIPS AND 030 FELT WITH MASTER RIB METAL ROOFING, COLOR BY OWNER SEE ROOF TRUSS PLAN 2X6 SUB FASCIA WITH ALUMINUM UNVENTED SOFFIT AND ALUMINUM FASCIA TRIM SEE LINTEL CHART VINYL WINDOWS PER PLANS 3/4" P.T. FURING ATTACHED TO BLOCK WALLS 16" OC WITH HARDI LAP SIDING INSTALLED PER MANUFACTURE SPECIFICATIONS 05 VERTICAL RODS FROM FOOTINGS TO BOND BEAM WITH 25" LAP MINIMUM d' GROUND WIRE TO FOOTING REBAR DETAIL (D) ENTRANCE BLOCK COLUMN FRONT VIEW NOT TO SCALE �I-:l-111 ENGINEERED ROOF TRUSSES 3/4" T4G PLYWOOD GLUED AND NAILED WITH IOD NAILS 6" Or - AT FILE STORAGE ROOM AREA DROP CEILING GRID SYSTEM DOUBLE KNOCK OUT LINTEL COARSE WITH (1) 05 REBAR EACH COARSE TIED TO ALL VERTICAL RODS AND POURED WITH 3000 PSI CONCRETE _ %5 Lu w = _ - w � O � Q tt z O 0- U 3/4" P.T. FURING WITH 3/4" TUFF R O z w INSULATION BOARD (R 4.5)ATTACHED Q TO BLOCK WALLS ON INTERIOR AND m 1/2" GYPSUM WALL BOARD. EACH CELL OF BLOCK WALLS TO BE POLAR FOAM FILLED TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 6 aI 611 16"X Ia'MONO FOOTINGS WITH (2) 05 REBAR ON CHAIRS BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE DETAIL (A) 10' 0" BLOCK WALL SECTION NOT TO SCALE 3' 4' AROUND STEEL I BEAM %ME WITH GALV WIRE 8" STUCCO. Y ENGINEERING INC. 'RUC'fURAL ENGINEERS C RICHARD L EY P.E. FLORIDA LICENSE NU96 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR KINDER MY DIRECT SUPERVISION ARE IN COMPLIANCE` WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) WIND ZONE -100 MPH FASTEST SPEED AND THE ENTIRE 2004 FLORIDA BUILDING CODE INCLUDING ALL 2005 AND 2006 SUPPLEMENTALS O N Z ZN O to (A N a M L (5 �- M M Q in M � Ix W 3 0 _ � pill.C�C LL ti G H > O O N N e'I W O J z cc NotM G M Z W W LL. LW L � O r 0 alr- SOW# ccl N s LL O 0 — o o LL 3 0 _ LL U i Z � ui WU Z_100_ to N V o °' ' 4 Y MCC% 0-0 3: di 'oLL_j =j to0-0 O o In Q. to W H 0 i Z OT d } 111 CCI N t r Q'l IY p , Z W Z 0 0 O O vv 4 1 O o M p ci �4lei O �_� vo �� J et O Q _C LL D iC) O U. x c W�p 0Wre O F" O J U. a� vVJ U. O~� Q� Jam= a LL1 a. VFW p N W PG 6OF7 ARKAY # b9 0 GENFIRAL NOTES: THIS BOLD 4G HAS BEET] DESIGNED TO CONFORM TO THE 2004 FLORIDA BUILDING CODE ARKAY ENGINEERING INC. A REGISTERED LICENSED, FLO RDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED ' RATIONAL ANALY 60' FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD NGS SHALL SE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS FLOORS. LIVE LOADS - 40 P.S.F. DEAD LOADS - 10 P.S.F. ROOF. LIVE LOADS (TRUSS TOP CORD) - 20 P.S. F. DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F. DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S F. ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P S.F. WIND DESIGN .ASSUMPTIONS. SUILDNG EXPOSURE - B BUILDING IMPORTANCE FACTOR - LO MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIE Nr - 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - . / - 0 .18 SEE WIND SPEED AT BOTTOM RIGHT OF ALL SH EETS SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE S OIL BEARING CAPACITY OF 2000 P.8.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NER 16 RESPONSIBLE ING E FOR VERIFY THAT THE 8011- ON THE SITE US PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING ARKAY ENGINEERING INC. A REGISTERED LICENSED FLOR IDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS W ITHOUr VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE SITE SOIL ABILITY TO SUPPORT THE BUILDING LOADS FOUNDATION 4 SLAB - ON- GRADE NOTES : BUILDING SITE SHALL SE SCRAPED TO REMOVE ALL ORGA NIC MATERIALS:. ANY ADDITIONAL FILL PLACID ON THE BUILDING PAD AR EA, SMALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. SLAB SHALL SE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED AND TERMITE POISONED SOIL CONCRETE UTILIZED N THE FOUNDATION AND SLABS WA LL HAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED N ACCORDANCE WITH ASTM A -6I5. LAP SPLICES, WHERE REQUIRED SHA LL BE A MINIMUM OF 2e FOR GS REBAR , 30" FOR G6 REBAR 4 35' FOR 01 REBAR PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL NEIGH T OF 4 COURSES ( AFTER FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OW NER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO URGE ARE REQUIRED A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS ME, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRIECTED FROM MARKER TO MARKER TO VERIFY R EQUIRED SET BACKS MASONRY WALLS: CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONR Y N ACCORDANCE WITH ASTM CAW AND SHALL HAVE MINIMUM F'M OF wo P S.I. MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE E ITNER TYPE M OR S REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIRED IN ACCORDANCE WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SMALL BE A MINMUM OF 25' FOR "5 REBAR 30" FOR 06 REBAR AND 35' FOR 01 REBAR GROUT FOR THE POURED CELLS AND UNTErS 814ALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8' PLACED AT 8 TO I INCH SLUMP AND HAVE A M INIMUM 28 DAY COMPRESSIVE STRENGTH or- 2000 P.S.I. ( WHEN TESTED PER ASTM C-IOIS ) PROVIDE CLEAN OUT OPENINGS ( Q SQ. IN. ) N CELL S CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT POUR EXCEEDS 5 FEET N HEIGHT SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERE D TERMITICDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHE R APPROVED PROTECTION LABELED FOR USE AS, PREVENTATIVE TREATMENT TO NEU CONSTRUCTION. A CERTIFICATE OF COMPUANGE" SMALL BE ISSUED TO T HE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A ' CERTIFICATE OF OC CUPANCY WILL BE ISSUED. THE CERTIFICATE SHALL STATE: (PEER F13C R320.1) THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FO R THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY. A S IGNED FIVER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLA Tk:>),L MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SMALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVA L ( PER FBC R320.I.1) INITIAL SOIL POISONING TREATMENT SMALL BE DONE AF TER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 3 20.1.2.) ANY SOL DISTURBED AFTER THE INITIAL TREATMENT GH ALL BE RE- TREATED NCLUDNG ANY BOX OR FORMED AREAS ( PER FBC R320, 1.2) BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MIST BE OF AN ADECIUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURB,ANC E OF THE SOIL AFTER THE INITIAL TREATMENT ( PER FBC R320.1.31 _ ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING .CcJ-IXI 3/8" T- NAILS MAXIMUM 10" OC. CAULK DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS CAULK WINDOW PER Y WINDOW MANUFACTURE RECOMMENDATIONS T4 LOAD AND COMPREV FOR YOUR JOB LOCA' I A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION P RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL BE REQUIRED (PER FBC R320.1.4) ANY CONCRETE OVERPOIR , MORTAR OR STUCCO MATERIAL &,ALONG THE FOUNDATION PERIMETER MUST ISE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBC R320.L5) EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN al OF THE STRUCTURE SIDE WALLS (PER FBC R 320.L6) AN EXTERIOR VERTICAL CHEMICAL BARRER SHALL BE IN STALLED AFTER CONSTRUCTION IS COMPLETE ( NCLUDNG LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FBC R320.1.6) CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T If AWAY FROM THE BUILDING SIDE WALLS (PER FBC R32O.'V AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FIL L MUST BE REMOVED FROM BELOW AND WITH IN 12' OF THE BUILDW-, THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORMS SHORING AND ANY OTHER CE L U G OS E CONTAINING MATERIALS PER (FBC R320.8.3-) THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EX CEPTIONG: PANT AND DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8' THICK A0143RM DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LE88 THAN 6' T O ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBC R104) EXTERIOR WINDOWS 4 DOORS: ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DO OR SHALL SE TESTED IN ACCORDANCE WITH ANSI/AMMAMWUDA IO1/I82 STANDARD AND BEAR AN AMMA OR WDMA LABS- IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR/WINDOW ASOEM15UES SHALL BE TEST OR ENGINEERED TO TRANSFER 1.5 TMES THE DESIGN LOADS TO THE ROUGH OPENING S UBSTRATE INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANUFAGTURE ANGHIORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESS SPECIFIED ELECTRICAL, PLUMBING, 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003 (2) (U OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMB NG AND MECHANICAL SYSTEMS DRAWN HIERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI T14N 6' FEET OR SINKS), GARAGE AND AT IX IrIOR LOCATIONS SHALL SE WIRED INTO A GROUND F AULT INTERRUPTER 'GFI' CIRCUIT AFI CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES 8H ALL BE WIRED INTO AN ARC -FAULT INTERRUPTER SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER UVNG AREAS GROUND WIRE FORM REBAR TO ELECTRICAL PANE- PER N. E.G. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS O R CEILINGS SEPARATING THE DWELLNG FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO.26 GAUD E SHEET STEEL OR OTHER APPROVED MATERIALS AND SMALL HAVE NO OPENINGS INTO THE GARAGE ( FBC 2004 R30S.1.1.) SAFETY GLAZING: THE FOLLOWING SMALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF GI ADNG (U GLAZING IN SWING DOORS, FIXED AND SLIDING PAN EL OF SLIDING DOORS ASSEMBLIES (2) GLAZING IN DOORS AND ENGL08lN2ES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY P ORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WH19RH THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANE- ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24' RAD IUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM E>GF IS LESS THAN 6 O' ABOVE THE FINISH FLOOR OR WALKING SURFACE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS Cy AND (3) ABOVE. THAT M EETS ALL OF THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT ER THAN S SQ. FT. (B) BOTTOM EDGE LESS THAN IS" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKNG SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE 2004 FLORIDA BUILDING CODE RESIDENT] AL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDO US LOCATION FOR THE PURPOSE OF GLAZING DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAN FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SE PARATING USEABLE SPACES. DRAFTSTOPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CE IN G ASSEMBLEY IS BROKEN UP INTO TWO OR MORE APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 SCLFT. TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURE OR ANY OTHE R DESIGN PROFESSIONAL REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PL ANS ARKAY ENGINEERING, INC IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMEN TO FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB SLOCK DOOR ATTACHMENT DETAIL ATTACH WINDOW TO I X 4 P.T. THROUGH WINDOW FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS TO MEET WIND LOAD AND COMIPRESSION RATINGS FOR YOUR JOB LOCATION R BLOCK WALL WOOD WINDOW ATTACHMENT DETAIL THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE �sREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THB CONSTRUCTION 2 X 4 NAILERS TYP 2 X 8 n YELLOW PINE RIDGE BEAM TYP. VERT SCAB CONT. 2 X 4 NAILER TYP _ 2- 160 NAILS PER TRUSS BEVEL CUT TYP SIMPSON H3 FRAMING ANCHOR TYP. ROOF SHEATHING 54' MIN TOILET PAPER 146 4r MIN WOLDER HANDICAP TOILET DETAIL 18" MIN �IS" MIN�24" MIN LAY. I I z I I CLEAR FLOOR �Q SPACE -------------- 1 601, MIN GRAB BARS A GRAB BAR SHALL BE PROVIDE LOCATED 33' INCHES FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF NOT MORE THAN 1/2 INCH AND. L SMALL HAVE AN OUTSIDE DIAMETER OF I V2 INCHES 2. SHALL PROVIDE 1 1/2 INGaES OF CLEARANCE BETWEEN THE RAIL AND T14E WALL 3. SHALL BE 80 DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 LOS APPLIED AT ANY POINT. DOWNWARD OR HORIZONTALLY. 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTI RE LENGTH. SPECIAL NOTE. GRAB BAR MEETING THE APPUCA15LE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. S. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED AT THE LEADNCs EDGE OF THE WATER CLOSET. 2 X 8 n YELLOW PINE RIDGE BEAM TYP. USSES BELOW SHEATHED :IOR TO VALLEY FRAMING :TALLATION 6 02 YELLOW PINE LEY FRAMING TYP. COMMON TRUSS 2 X 4 VERTICAL SCAB + 48" or — MAX CONN. W/ 4 I6D NAILS + TOP 4 USP RT3 OR SIMPSON 1-13 HURR CLIP AT BOTTOM 2 X 6 n YELLOW PINE �- RAFTER IN 24" OG 4- 160 TOE NAILS + RIDGE BOARD END 2 X 4 CONT W3 HURR�R OR 4�N0C II II II it II II TYP, UPS RT3 OR SIMPSON H3 HURR STRAP + 480 SECTION "A" - "A" Oc TYP. ROOF VALLEY DETAIL TYPICAL CONY FRAME VALLEY DETAIL ALL CONNECTORS ON VALLEY FRAMING DETAIL HAVE BEEN REVIEWED AND SIZED FOR COMBINE UPLIFT, SHEAR AND LATERAL LOADS HAND RAIL TO BE MOUNTED ON EACH SIDE WALL IN STAIR AREA TO SUPPORT A MINIMUM OF 25OL55 RAILING TO ME ALL A.D.A, CODES. TYPICAL 2X4 WOOD FRAME WALL CONSTRUCTION BELOW LANDING WITH 2X10 02 PINE JOIST SPACED 16" OC WITH 3/4" T4G PLYWOOD (4) 2X12 02 PINE STRINGERS ONE AT EACH END OF TREADS AND TWO EQUALLY SPACED IN CENTER HAND RAIL TO BE MOUNTED ON — EACH SIDE WALL IN STAIR AREA TO SUPPORT A MINIMUM OF 250LBS RAILING TO ME ALL A.D.A, CODES. 0 ION TREADS CA z 6 15/16" RISERS OR MAXIMUM 1", TO BE VERIFIED ON SITE (4) 2X12 02 PINE STRINGERS ONE AT EACH END OF TREADS AND TWO EQUALLY SPACED IN CENTER STAIR CUT DETAIL NOT TO SCALE UPS RT3 OR SIMPSON 143 HURR STRAP EACH END 6MAX. TOE CLEARANCE rT' MAX LAV DEPTH --/ 8" MN KNEE CLEARANCE HANDICAP SINK DETAIL SINK 1. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH SINK SHALL BE MINIMUM OF 6 1/2" DEEP. 2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60' IN DIAMETER OR Sr BY -W FINISH INSIDE DIMENSIONS ADJACENT TO THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19' UNDERNEATH THE LAVATORY OR SINK FRONT VIEW ' Ale 1 MINIMUM CLEAR OPENINCs I I I I I 6N I i 3:: I I I I I O Iff, I � I I I N I cn I I I I 471+ I FINISH FLOOR I NI LOW A.D.L. WATER FOUNTAIN DETAIL NOT TO SCALE 2x4 GROSS -BRACING RIDGE I 20'-0" MAX I jTtl ice. :INIONLTA �i p no M11111111111111111ON TOP/BOTTOM CHORD GABLE TEND BRACING a 48" O.G. MAX FOR THE FIRST 4 ROWS OF TRUSSES SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADOTIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS 5RACING W d l� CONT. BOTTOM CHORD BRACING (1"x4" MIN.) 0 10'-0" MAX. ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS �/ ) RICH L. DDEY — FLORIDA ENSE NU BER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) WIND ZONE -100 MPH FASTEST SPEED AND THE ENTIRE 2004 FLORIDA BUILDING CODE INCLUDING ALL 2005 AND 2006 SUPPLEMENTALS O O U) N z Z N N W QaMi N z Q Q (7) LL 0: W N = LL ti - O O Q t/� H N C) 3 O C) N 05 G In N p A Q N w � G co `Z W 0 C� LL W LL � O t- ji l l c(S to W s c(1 cV s 0 IL -() �~ �V u Li VI L J z ems 'a L jrdIc 0 i LL � N 0 l� m V Z L W Ulu z_mfL' :3N V dT Q 'Q =SOY cA .� LL -1 U so 1 IL o W- W H og Z O } W lY �N r-cq !a� 4 %% n rL O z z icfz `vv � V q4 0 �o CM vo Z O C U. o O2Z q 0 LIL J�� 0.W� m ;z O OFNNNNNJ WQ —VJ U. OINNNNN� Jam Qo= VWCL CL W � N W m PG 70F7 ARKAY # (o9d I - 1t -_ - - �. I - _ I IN,I,. 1 - II 11 1 1L . 11. I - - __ -_ l 1 _ l.t.. _.0 - - I 1- _ - __ _ L1- Via NOTES: 1. All switching to meet Florida Energy Code requirements. 2. All Emergency Exit/Lights to be wired ahead of any switching. 1-/HINLL L I JLt-ILDULL I V,L1VU SERVES LOAD CB/P CKT CB/P LOAD SERVES OA 08 OC OA OB OC Lounge/Office Lts. 1429 20/1 I20/1 1 2 20/1 1000 Computer Receptacle Lobby/WaitingLobby/Waiting Lts. 1116 3 4 20/1 1000 Computer Receptacle Rest./Hall/Stair Lts. 133 1 20/1 5 6 20/1 1000 Computer Receptacle Exam/Hallway Lts. 1179 20/1 7 8 20/1 1000 Computer Receptacle Lab/Office/Rest. Lts. 1162 20/1 9 10 20/1 1000 Computer Receptacle Recept./Exam/Treat Lt 846 20/1 11 12 20/1 1000 Computer Receptacle Exam 1 thru 7 Lts. 1110 20/1 13 14 20/1 1000 Computer Receptacle Door/Porte Cochere Lt 290 20/1 15 16 20/1 1000 Computer Receptacle Exterior Bldg. Lts. 288 20/1 17 18 20/1 1000 Computer Receptacle 2nd Floor Storage Lts. 786 20/1 19 20 20/1 1000 ' Computer Receptacle Spare 20/1 21 22 20/1 1500 Copier Rest./Hall/Stair Lts. 312 20/1 23 24 20/1 1 1000 Refrigerator Space 25 26 20/1 1500 Counter Receptacle 27 28 20/1 1500 Counter Receptacle 29 30 20/1 1500 Lab Counter Receptacle: Sub —Total 4504 3568 2777 5500 6000 5500 Feed Thru Lug 7720 8220 8910 Total 1772417788 17187 52699 = 148.2 Amps Connected 38158 = 105.9 Amps Demand Notes: 200A MLO 120/208V 30 4W SN w/Feed thru Lugs Total 14 /b�5 2_5,5.54 = /.5 Amps �onnectea -- - ---- --- -- - - ----- - - - - 23334 = 73 Amps Demand Notes: 100A MLO 120/208V 30 3W 1-'/AINLL LL Jl.1-1tUULL I U,UUU Hll, SERVES LOAD CB/P CKT CB/P LOAD SERVES OA 0B 0C OA OB 0C Exam 8,9 Recept. 1620 20/1 1 2 20,/1 1620 Office Receptacles Exam 4,5 Receptacles 1620 20/1 3 4 20/1 1 b20 1 Office Receptacles Exam 1 ,2,3 Recept. 1620 20/1 5 6 20/1 1 620 Bill/Manage Recept, Receptionist Recept. 1080 20/1 7 8 20/1 900 Lounge Recept. Treat Exam 6,7 Recept. 1440 20/1 9 I 10 20/1 1500 Rest/Supply Recept. TV's/Wait Recept. 750 20/1 11 12 20/1 840 Sick Wait Recept. Space 13 14 20/1 1000 Lab Refrigerator 15 16 20/1 1500 Lab Counter Receptacle; 17 18 20/1 1500 Lab Counter Receptacle; 19 20 20/ 1 1500 Computer Server 21 22 20/1 540 Exterior Bldg. Recept. 23 24 20/1 1500 Telco 25 26 20/1 Spare 27 28 20/1 Spare 29 30 20/1 1080 Storage Receptacles Sub —Total 2700 3060 2370 5020 5160 6540 Total 7720 8220 8910 24850 = 74.3 Amps Connected Notes: 200A MLO 120/208V 30 4W SN ELECTRICAL SYMBOLS v— OCCUPANCY SENSOR LUTRON LOS-CUS-2000- �— OCCUPANCY SENSOR, LUTRON LOS-CDT-2000- 30 — OCCUPANCY SENSOR LUTRON LOS-SIR-M- Sp — SINGLE POLE TOGGLE SWITCH W/PILOT LIGHT S — 120V SINGLE POLE TOGGLE SWITCH — DUPLEX RECEPTACLE -e — SIMPLEX RECEPTACLE GFi — GROUND FAULT INTERRUPTER 0 — LIGHT FIXTURE - SEE SCHEDULE — FLUORESCENT LIGHT FIXTURE - SEE SCHEDULE WP — WATER PROOF 3R — NEMA 3R NF — NON -FUSED �— DISCONNECT SWITCH — ELECTRICAL PANELBOARD ®— EXIT SIGN W/BATTERY BACKUP EMERGENCY/ EXIT SIGN W/BATTERY BACKUP EMERGENCY LIGHTING-W/BATTERY BACKUP — EXHAUST FAN I — DATA/TELCO OUTLET NOTES. , 1. Contractor to verify color (Ivory or White) Wall switches and Occupancy Sensors. 2. Placement of all Occupancy Sensors is to be field verified for clear view of operation and adjusted accordingly. Placement and type are to be verified w/manufacturers recommendations., .1-15 'ia Time Clock Db- I­-/AINLL /AM I J�,MLIJUI-t I u,vuu /All, SERVES LOAD CB/P CKT CB /P LOAD SERVES OA OB 0C OA OB 0\, AH1 3097 45/2 1 2 I Space 1 3097 1 3 4 1 AH 1 2350 40/2 5 6 30/2 2250 Water Heater 1 Space 2350 1 9 8 10 1 50/ 2 2250 3676 1 A.H4 1 11 12 1 j 3676 1 Panel AH2 10794 �125/3 13 14 Space 1 11004 ( 1 15 16 10904 17 18 Space 19 20 21 22 i 1 23 24 Sub —Total i 6241 14101 13254 2250 ' 1 3676 5926 Total 18491I1777719180 55448 = 158 Amps Connected 55448 = 158 Amps Demand Notes: 200A MLO 120/208V 30 3W PANEL "AH2" SCHEDULE 10,000 AiC SERVES L OABD CB/P CKT CB/P LO�ABD SERVES OA �C �A �C I AH2 2350 40/2 1 2 Space 1 2350 1 3 4 1 AH2 3097 45/2 5 6 30/2 2250 Water Heater 1 3097 1 7 8 1 2250 1_ AH3 2350 40/2 9 10 45/2 3207 AH5 1 2350 1 11 12 1 3207 1 AH3 3097 45/2 13 14 Space 1 3097 1 15 16 Space 17 18 19 20 21 22 23 24 Sub —Total 8544 7797 5447 2250 3207 54571 Total 10794 11 00l 0904 32702 = 91.7 Amps Connected 32702 = 91.7 Amps Demand Notes: 200A MLO 120/208V 30 3W I cn c� z � � � u7 — CV N CD M Z CD 00 Q X W �- J � O Q z z L O r__ w cn O = � Q N 0 00 W N 0 � O in z Q i _J Q Q N <C w w U � LJ O Of N 0 W 0 W W 7 K } � Z� �7 �La �<:,n wM G OQ IiJ17N tar- J Wz� xpacnlc zYiWI, JLu W� Z >IZ--�N QJ00 Q J Q1 Z Z (n O< Orr^^J C/ V) N ZOO Md, Z W,y`3 LL =�N,J�� y I J�Xf-N O aLjCO Ln T�a- i 0- W ry OJQ< w Q 0 z O V) w O O � I CN CD 1 I� 1 m CY) O O z o z Q ai Q m O 0 0 z 0 I— U In rn UQLn rn o"i M �a O U L.L.t" I" C� M mE �� �o 0 (� O W = v a- z W W N ` U LL � 0 LL M L.L 0 LL WU)Q O� 0 LL W W 2 Z 0 0 .j UJ L.L0- 0 � � J 0 Z Uj E1 t Main Disc. LOAD SUMMARY DESCRIPTION LIGHTING Exterior Bldg. Lights 5632 Sq. Ft. Offices ® 3.5 Per = Continuous Load = 1.25 X 20.29 = SUB TOTAL 25.36 RECEPTACLES First 10 kW © 100% = 10.00 Remainder at 50% (31.85 kW x .5) = 15.93 SUB TOTAL 25.93 HVAC (HEAT) HP's 1, 2 © 5808 ea. _ HP3 @ 4876 = HP4 Q 3944 = AH's 1, 2, 3 ® 10894 ea. _ AH4 @ 7352 = AH5 @ 6414 = MISCELLANEOUS (2) Water Heaters ® 45,30 ea. _ 11.62 4.88 3.94 32.68 7.40 6.41 SUB TOTAL 66.93 TOTAL LOAD Calculated load for service size is 127.22kw 353.1 Amps t 12Oj'208V -,0. 4 Wire SN 400A SERVICE. Meter 1 " RGS - (If Required) 2 Sets Ea. (4)3/0, 2"C To Utility Transformer �-� AC-1,3 AC-10,12 / (2)8,1 OG,3/4"C (2)10,1 OG,3/4"C HP4 HP1 L1-40 WP I SHORT CIRCUIT CALCULATIONS: 43198 (Worst Case 1 + 1.732(100)(431 2(13923)(208) 18849.2 AIC Wireway 8000.0 AIC Let Thru Current @ Fused Disc. w/200A FRN-R Class RK5 Fuses 5000.0 AIC Let Thru Current @ Fused Disc. w/ 100A FRN-R Class RK5 Fuses < 10000 AIC Panels L1, L2, AC, AH 1, AH2 Panel AC AC-5,7 (2)8,10G,3/4"C HP2 ELECTRICAL SPECIFICATIONS 1.1 SCOPE A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section: 01 Wiring for lighting and power. 02 Installation of lighting fixtures with lamps. 03 Lighting panelboards and distribution panelboards. 04 Connection of equipment shown. 05 Control wiring. 06 Disconnection and removal of existing fixtures and wiring not to be reused. 1.2 MINIMUM COMPLIANCE STANDARDS A. All work shall be done in accordance with the requirements of the following: 01 Latest adopted issue of the National Electrical Code, NFPA 70. 02 Other applicable NFPA Codes. 03 Regulation of local authorities having jurisdiction. B. Furnish and install all labor, materiel and equipment ,and services necessary for complete and safe installation of the electrical system indicated on he drawings and noted in the specifications hereinafter. Electrical systems and equipment shall in generai include the following: iiL_ 01 General provisions for electrical work. 3)1 1 ' 02 Wiring, distribution equipment and devices. 'o�' '� 03 Lighting fixtures and lamps. Panel AH 1 Panel AH2 04 Grounding system. 200/3 125 /3 1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK MLO MLO A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work 120/208 120/208 and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of EL E C TR C I A PLAN 1 /4 1 O other trades to verify exact space condition or underground lines. Drawing Scales prohibit the - indication of all offsets, fittings and accessories required, however these items will be Storage ® U provided by this subcontractor at no extra cost to the owner. B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by Lighting Underwriter's Laboratories, Inc. or bearing their label. Arrester C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards. w/Internal Bond to Concrete enclosed Obtain approval before equipment is ordered, built or installed. Disconnect Steel Rebar (min. #4) in D. EXCAVATION AND BACKFiLLING: Excavate, backfiil and restore surfaces for all electrical work. Bldg. Foundation per E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of NEC 250.50 working conditions and location of existing equipment. 1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES Panel L1 Panel L2 A. CONDUCTORS: Capper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and 3 1100/3J Panel AC 200/3 200/3 smaller size solid, No. 8 and larger stranded. insulation of conductor thermoplastic, type THHN Fsed�I 1100A) 100/3 MLO MLO (min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture R FRN-R MLO 120/208 120/208 shall have T HWN insulation. - 120/208 W/Feed B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1 /2 inch except fhru Lug as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless, comression fittings, and minimum 1 /2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT, continuous singlestrip, galvanized, and minimum 1/2" size except as noted or required for wiring. PVC CONDUIT, heavy duty type, size as indicated. Separate raceways shall be used for each voltage system. C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure NEMA 1 for indoor use and NEMA 3R for weatherproof applications. Switch to be Square "D" or equal. tfZ ` U 1 (3)3,8G,1.25"C Extend to metal water line i L or building steel in accordance (3)3/0,6G,2"C with NEC 250. 1 P Minimum (2)5/8"0 Copper Clad Ground Rods spaced 10' apart. RISER DIAGRAM NTS AC-9.1 1 (2)8,1 OG,3/4"C Li -40 HP3 WP GF! AC-6,8 (2)12,12G,3/4"C AC5 D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with manually operated insulated trip -free handle. Multi -pole types with internal common trip bar. Terminals suitable for copper or aluminum conductors. interrupting capacity minimum 10,000 RMS symmetrical amperes circuit breakers to be Square "D" or equal, type as required. E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated, busbars of hard drawn copper, minimum 98 o conductivity, galvanized steel back box, door and trim. All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges semi - concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5- 3/4" sides, top and bottom. Increase size where required by code. Directory holder complete with clear plastic transparent cover indicating typewritten list of feeder cables, conduit sizes, circuit numbers, outlets of equipment supplied, and their location. Circuit breake.- type panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of panelboard identifying the system voltage, phase, and current rating. F. WIRING DEVICES: All devices the product of the some manufacturer. Wall switches single pole, 20 ampere, 120 volt, similar to P & S catalog number 20AC1-Ivory. Wall switches three-way, 20 ampere, 120 volt, similar to P & S catalog number 20AC3-Ivory. Receptacles duplex, 2 wire; 3 pole grounded, 20 ampere, 120 volt, similar to P & S catalog number 6300-Ivory. G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER. 1.5 LIGHTING FIXTURES AND LAMPS A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as specified and indicated. Submittals of equal quality are allowed. 1.6 GROUNDING SYSTEM A. EQUIPMENT: Ground non -current carrying metal parts of panelboard, raceways and all lighting fixtures. All conduits shall have equipment grounding conductors. 1.7 INSTALLATION A. Secure all supports to building structure. Support horizontal runs of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right angles to walls. B. Pass raceways over water, steam or other piping when pull boxes are not required. No raceway within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall be at least 2 inches from pipe cover. C. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite base pipe compound. Draw up tight with conduit couplings. D. Leave wire sufficiently long to permit making final connections. In raceways over 50 feet in which wiring is not installed, furnish pull wire. E. Verify locations of outlets and switches. F. Support panel, junction and pull boxes independently to building structure with no weight bearing on conduits. G. Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in length and 50% slack. Do not terminate in or fasten raceways to motor foundation. H. This contractor shall provide a temporary electrical distribution system as required; 120/240 volts, 1 phase, 100 amp minimum for new construction. All temporary work shall be installed in a neat and safe manner. 1. Contractor to remove and salvage all abandoned electrical equiment. J. This contractor shall warrant all labor and materials for one year from date of final written acceptance. I to r' r� cfl u7 � Q u7 I z Z 0_ LN N 0 z m o CD 00 Q x U5 m O < oQ v Z = J ck� o CA CD � <L _ N O >_ 00 W N O M 0 u7 z Q I _J Q CV Q u7 � Z LW W U Q = Cn � W O � N 0 w X W° W W ;,-) Z� M �Z'nN < M W Z6 jZA Wn WZ W Z _ tea- WN Z m Z 0Z C) �Z L'i o� M� C/ / WW Z =ANC �ZXl�N O < =°a n w = a ° a: � O Q o I O z o � w G` O � � I N CD I I� m O O O Z � Lil � Z Q �- Ch Q m O Q _73 z 0 I- U M U z a :n o �r 0 � O ° 0 gU V - o E z� Of 0 } c � � C,O z w U N L U -� o' 0 zM � c Q oM L.L 0 U_ W Q U) J C�UJW C Z 0 0 -' U L W n U) VLJL �1 V- L.L. Q U W C)N CL IJJ 2 E2 IN M E o 101 SICK WAITING (27) ---- -- -- - PLAY AREA a - - - - - -- - WELL WAITING (14) - _.. _ - -- - _ - _ _ - -- - - - --- - - -- - p - AIR H) PHONE 4%, E REFLECTED CELIAC PLAN 1 /4" = 1' 0" FILE STORAGE POWER PLAN 1 /4" = 1' 0" �v 1 c I r) ULo < (nz z N � - � cn z m ro ' LLJ o O w Q x (n t� 0 EE LLJ O I` w >- O Q �_ N O U I U i- � LL) N O M 0 Ln z Q 1 J Q N Q L � Z W W U W O LU LU W° w oul J w 1� �,^� �¢ �M Vm pIOul JM SQfl-N<O w Z� wz j2(AeNir }a•:a1� > z Q j 7 m z 009 �(D f(/)f/^� W O d M z LLo xM^ate n JZX0'n � f N ��aa� 0 Q 0 I 0 Z o N w o I N O 1� 1 m rn O D-e (D z w O z Q F- of Q m O 0 0 7) z 0 I— U Lo rn U to 9 N p U M I li N O 0 O � a L C O O O wN L U J d' " � L� L M OM ry O LL W U) —j 0/ CL WL_ 2zo O F-- -j Up�U- wCLU) U U � LL [L r O Qp= w CL _CLw p N LL! E3 HP4 HP1 HP2 HP3 AC5 EQUIPMENT SCHEDULE AIR HANDLER MARK AH1 AH2 AH3 AH4 AH5 MANUFACTURER LENNOX LENNOX LENNOX LENNOX LENNOX MODEL NO. CBX32MV060 CBX32MV060 CBX32MV048 CBX32MV036 CBX32MV024 OPERATING WT. (LBS) 220 220 220 185 130 *TOTAL CAP (MBH) 57 57 46.5 34.6 23.8 *SENS. CAP. (MBH) 43.3 43.3 36.7 27.7 18.3 SUPPLY AIR, CFM 1,900 1,900 1,500 1,200 750 OUTSIDE AIR, CFM 250 180 110 100 20 ELECTRIC V PHASE 208/1 208/1 208/1 208/1 208/1 MCA CIRCUIT #1 30 30 30 31 31 31 NONE NONE CIRCUIT #2 CIR.BRK. CIRCUIT #1 45 45 45 NONE NONE SIZE CIRCUIT #2 HEATER KW 9.4 9.4 9.4 6.8 6 HEATER ELEC, V/PHASE 208/1 208/1 208/1 208/1 208/1 SEER (EER) 16.3 16.3 17.0 17.7 15.5 CONDENSER MARK HP1 HP2 HP3 HP4 AC5 MANUFACTURER LENNOX LENNOX LENNOX LENNOX LENNOX MODEL NO. XP19060 XP19060 XP19048 XP19036 XC15024 MCA 34.9 34.9 29.3 23.7 17.4 ELECTRIC, V/PHASE 208/1 208/1 208/1 208/1 208/1 MAX BREAKER SIZE 60 60 50 40 30 REFRIGERANT LINE SIZES Z 3/8 & 3/8 & 3/8 & 7/8" 3/8 & 7/8" 3/8 & 3/4" SUCTION & LIQUID,INCHES 1-1 /8" 1-1 /8" NOTE NOTES *COOLING CAPACITIES RATED @95F AMBIENT, 8OF DB-67WB ENTERING AIR -FAN MOTOR NOT INCLUDED. 1. PROVIDE ALL SYSTEMS WITH THE LENNOX SIGNATURESTAT. HVAC LEGEND 019 SUPPLY DIFFUSERS RETURN DIFFUSERS ® INTAKE DIFFUSER ® RF/V RO F VENT-GALV W%BUG SCREEN ® EXHAUST FAN RECTANGULAR DUCT �- RECTANGULAR DUCT SIZE TRANSITION MANUAL BALANCING DAMPER FLEXIBLE DUCT MOTORIZED VOLUME DAMPER mSUPPLY RISER RETURN RISER O/A OUTSIDE AIR R/A RETURN AIR AIR HANDLER HORIZONTAL MOUNTED AIR DEVICE SCHEDULE MARK HART & COOLEY MODEL NO. SIZE COLOR NOTE AD1 REN4 24X24 WHITE AD2 RE5T1 24X24 WHITE AD3 CHD1 8X4 WHITE AD4 RH45 12X8 WHITE RAG AD5 RH45 12X12 WHITE RAG AD6 RH45 1 20X20 I WHITE IRAG NOTES 1. THE ATTIC SPACE IS SEALED AND INSULATED. AIR SUPPLY AND RETURNS ARE LOCATED IN THE ATTIC TO REMOVE MOISTURE AND PREVENT CONDENSATION. 2. ALL SUPPLY AND RETURN BRANCHS SHALL HAVE BALANCING DAMPERS. SEE SPECIFICATIONS. 3_ FILTERS ARE LOCATED IN THE AIR HANDLER. 4. THE SUPPLY AND RETURN DUCTWORK SHALL BE DUCTBOARD WITH FLEXIBLE/SHEET METAL BRANCHES. SEE SPECIFICATIONS. 5. OUTSIDE AIR AND EXHAUST DUCTS SHALL BE SHEET METAL. SEE SPECIFICATIONS. 6. PENETRATIONS OF THE SMOKE WALLS (SEE BUILDING PLANS) SHALL BE PROPERLY SEALED. 7. THE REFRIGERANT AND CONDENSATE LINES SHALL RUN UP THE OUTSIDE WALLS (COVERED WITH GALVANIZED SHEET METAL CHASES) AND THROUGH THE ATTIC TO THE MECHANICAL ROOMS. 8. SELECT THE LOCATION OF THE DRYWELL IN COORDINATION WITH THE GENERAL CONTRACTOR. 9, NOTE THE REQUIREMENT FOR THE MOTORIZED OUTSIDE AIR DAMPERS AND SET TIMES TO CLOSE DURING UNOCCUPIED HOURS. 10 MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL (2) HRU (HEAT RECOVERY UNITS) WHERE SHOWN. UNITS TO BE COMPATIBLE WITH R410 REFRIGERANT. UNITS TO HAVE WATER SHUT-OFF VALVES. THE PLUMBING CONTRACTOR WILL PROVIDE AND INSTALL WATER LINES AND CONNECTIONS TO HRU AND WATER HEATER. FAN SCHEDULE FAN GREENHECK HP I MAR MODEL AMPS VOLTS CFM ®"W.C. RPM SONES NOTE F1 SP-B80-QD 0.60 115 54 0.5 900 1.9 214 F2 P-B110-QD 1.14 115 94 0.5 950 1.5 3,4 NOTES: 1. INTERLOCK WITH AIR HANDLER 2. INTERLOCK WITH LIGHT SWITCH 3. WALL SWITCH LOCATE BELOW FAN. 4. PROVIDE WITH SPEED CONTROL HANGER STRAP: 1" X 22 GAUGE SUPPORTED FROM STRUCTURE ABOVE (3) SHEET METAL SCREWS BELOW ROUNDED 'SNAPLOCK' SHEET METAL FOR BRANCH DUCTS SIZES SHOWN ARE FREE AREA TAPE AND MASTIC OUTER JACKET (TYPICAL) SCOOP COLLAR W/DAMPER MINIMUM RADIUS EQUAL TO THE FLEX DUCT DIAMETER NOTE: SEE SPECIFICATIONS FOR MORE DETAILS BRANCH TAKEOFFS - DETAIL N.T.S FLEXIBLE DUCT: INSULATED, MAXIMUM 10 FEET. DO NOT SAG OR KINK. HANGER STRAP(1 "X22 GAUGE) WIRE SUPPORT TO PREVENT SAGAS AND KINKS IN FLEX TAPE OR MASTIC INNER LINER TO SHEET METAL DUCT OR COLLAR, THEN BAND CLAMP LINER. BAND CLAMP OUTER LINER/INSULATION, THEN MASTIC OR TAPE TO PROVIDE INSULATED AND VAPOR SEALED CONNECTION. CEIELING DIFFUSER: SET THROW AS SHOWN ON PLANS USE INSULATED SQUARE TO ROUND AND/OR INSULATED DIFFUSER. HVAU" PLAN MMN FLOOR (^/ I Y l � Z CV 0 � U-)(n r) rn z 0 X W li J Q U J O �'- I- W � (/j >- �O :2 O N U 3 ?~ U po 00 W N � Z Q I Q c:1 Cal Q 0:� L n Z W W U 12) Li- cn L'_ LI..I O 0 WON W �a J LLJ a h J� MN IJiN m _ I ZW ,dyt0 W O JZy WI, Wz a::�N J v ZW wx Z �V QW Zm Z 0oz O N41 z N. na U3 IM�_ LLJW � z� JZX FN N /Oy (g/� m V {� `d WN a 7:ea: s W Q Z O Ln Ld 0 � m N z� �i L � o z 0 I- U M U M Q� - ��� U < LL '7; O M V/ m M J E m o �m z� } a O O �N U _j V) zM c. co Q O "' 0 v) LL cj::� Q LLJ Q x�z LLJ � O Q LL 0 ^ U U � U Q = LL LL r-) 0 L► _ n -1 LLJ Q N U_ LJ S HRU HRU AD3-IN ATTIC 50 CFM SEE NOTES RF/V IF/V 0/A, 100 CFM :E:21 0/A, 250 CFM AD4 IN ATTIC 200 CFM SEE NOTES AD3-IN ATT 50 CFM SEE NOTES Q AD3-IN ATTIC 50 CFM SEE NOTES AD3-IN ATTIC I 50 CFM SEE NOTES AD4 IN ATTIC 100 CFM SEE NOTES AH4 6X6 AD3 75 CFM AD4, 100 CFM UP ABOVE CEILING OF STORAGE ROOM J6X6 S I 1 1 AD3-IN ATTIC 50 CFM SEE NOTES AD3-IN ATTIC 50 CFM SEE NOTES AD3-IN ATTIC AD3-IN ATTIC 50 CFM 50 CFM SEE NOTES 6X6 SEE NOTES ABOVE CEILING OF STORAGE ROOM AD5 AD5 200 CFM 250 CFM AD3-IN ATTIC 50 CFM SEE NOTES AD3-IN ATTIC 50 CFM SEE NOTES RF/V 0/A, 110 CF ABOVE CEILING OF STORAGE ROOM AD3-IN ATTIC AD3-IN ATTIC 50 CFM 50 CFM SEE NOTES SEE NOTES AIR HANDLER UNIT #2 ROOM FILE STORAGE AREA AD3-IN ATTIC 50 CFM SEE NOTES AD5 200 CFM AD4 IN ATTIC 200 CFM SEE NOTES 7X7 AD3-IN ATTIC 50 CFM SEE NOTES -AD3-IN ATTIC 50 CFM SEE NOTES AD3 AD4, 150 CFM ® 75 CFM UP ABOVE CEILING N OF STORAGE ROOM = SEE NOTES EWH ♦ 7X7 AH5 T5 AD6 725 CFM AD3-IN ATTIC 50 CFM SEE NOTES RF/V 0/A, 1110 CFM AD4 IN ATTIC 200 CFM -SEE NOTES HEATING, VENTILATING AND AIR CONDITIONING SPECIFICATIONS 1.8 CONTROLS: J. Fire dampers, ceiling radiation dampers, fire/smoke dampers and smoke dampers, C. All equipment used shall be UL listed. All references to manufacturers shall be A. The thermostats control wires shall be run in EMT conduit where in the walls. shall be installed where shown or as required in the referenced codes. These 1.1 BRIEF DESCRIPTION OF WORK interpreted as establishing a standard of quality and shall not be construed as locations include, but are not limited to air distribution system penetrations of a g ys g A. Install a heating,air conditioning and ventilations system including but not as limiting competition. g p B. COVERS: Provide a clear plastic, locking cover for each thermostat. fire -rated; partition, wall, ceiling floor, etc. See building drawings for location of necessarily limited to: an air distribution system composed of ductwork, scheduled D. All power wiring and disconnect switches to be furnished and installed by the C. THERMOSTAT LOCATION: If not shown, locate near return air grille 5 ft.-0 in. CC SSTAT afore mentioned fire -rated structures. Access doors for the purpose of resetting supply registers and rilles, automatic controls, exhaust system vents, scheduled electrical contractor. All motor starters and other control devices shall be THEERRM LOCgTIpN: If not shc �wn, locate near return grill ®5' aff. D: INTERL�CK CONTROLS: Where the Fan Schedule or other notes indicate the exhaust ire dampers shall be installed at each damper location. Where duct access doors must equipment, refrigerant condensation piping and other related necessary furnished by the mechanical contractor and installed by the electrical contractor. fan(s) is to be interlocked with two or more items, these items shall be connected in be installed above the ceiling (due to space limitations) provide architectural access appurtenances. It is the intent that the work shall be complete in every respect This includes, but not limited to, auxiliary contacts for magnetic starters. All motors a parallel electrical circuit so that either of the items will cause the fan to run. doors through the ceiling. All such items (dampers and doors) shall be manufactured and that any material or work not specifically mentioned or shown on the drawings 1/2 HP and larger shall be furnished with magnetic starters and with start -stop E. SMOKE DETECTORS: Smoke detectors shall be installed in each supply and return according to UL555, installed according to manufacturers instructions and shall meet but necessary to fully complete the work shall be provided. pushbuttons. All motors 1/3 HP and smaller shall be furnished with manual off -on duct or as required by NFPA 90A & 908 or local Fire Official. Unless specified or exceed the rating of the penetrated structure according to ANSI/UL263. mechanical systems that will fit within the allotted space with B. Totally functioning mec a sys e p switches. All motors shall be protected wtih termal overload devices at the motor, in p otherwise in section 1600 the smoke detector shall be Air Products and Controls L. All duct turns renter than 30 degrees(supply, 9 9 return, exhaust, makeup, etc.) for servicing, operating and adjusting the equipment. adequate clearance o se c g, ope g Ju gthes manual wi r in magnetic r tch o the mag etc starter. All switches and starters shall be Model MS-UNI-P and shall be of the solid state photoelectric type and shall operate P YP P shall be made with mitered elbows using sheet metal turning vanes. Turning vanes shall C. All equipment shall be started, tested, adjusted and placed in satisfactory identified with block plastic nameplates having white lettering. All tow voltage (24V ) at air velocities of 300 to 4,000 FPM. The duct detector housings shall be of metal be single thickness with 2 straight leading and leaving edges. operating condition by the contractor. This contractor shall balance air flows control wiring shall be installed by the mechanical contractor. construction and complete mechanical installation may be performed without removal of M. Splitters shall be installed at every rectangular branch take -off from main or according to the drawing and other requirements herein. E. Mechanical equipment shall be installed according to manufacturers specific detector cover. Visual indication of alarm or pilot must be provided on detector secondary ducts. Related work: Documents affecting work of this Section include but are not D a g � recomendations and suggested clearances. 99 front. A manual reset shall be located on the front cover. Detector heads shall not N.transitions Duct (size or shape) shall be constructed with a maximum 20 degree necessarily limited to, General Conditions Supplementary Conditions And Sections in F. Condensate pans shall be pitched toward the drain line such that the pan drains require additional filters or screens which must be maintained. Wire terminals shall be angle per side for diverging air flow. For contracting air flow use 30 degree maximum Division 1 of these Specifications. P completely with no standing water. Provide and install a condensate trap according to of the screw type,#6 minimum. Terminals shall be provided for remote pilot and alarm angle r i a g per side. 1.2 STANDARDS, CODES, PERMITS, INSPECTIONS AND FEES equipment manufacturers specifications. indication. Detector shall operate on either; 24VAC, 24VDC or 115VAC. Mechanical F. Where flexilbe duct is indicated it shall not exceed 10 feet. Where longer branch A. APPLICABLE STANDARDS: Comply with the latest edition of the following standards: G. Outside air intake ducts shall be insulated galvanized sheet metal, and shall be contractor shall provide correct detector tube length (according to manufacturers runs are needed the additional length required shall be round sheet metal duct 01, ASHRAE 05, Fla BuildingCode 09. FLA. ENERGY CODE located so that no ventilation or plumbing vent exhaust or any other contaminant instructions). The smoke detector shall be installed such that when activated (or if originating at the trunk and extending to attach to the last 10' of flexible duct. 02. SMACNA 06. OSHA 10. Chapter 6a-2 Fla. could enter the building through it. The requred spacing shall be in accordance the head is removed) the evaporator fan motor and any exhaust or supply fan The round sheet metal duct shall insulated with approved R6 insulation and 03. Nat'l Electrical code 07. NFPA 9OaA & 90B Admin. Code. with ASHRAE Standard 62 latest editon. Install according to referenced codes. (larger than 150 cfm and located in the zone served by the evaporator fan motor) properly sealed vapor tight. 04. Local/City Ordinances 08. NFPA 101 11. ASHRAE Standard 62 H. A new set of MERV 6 rated filters for all air passing through the cooling coil. Filters shall have its supply power interupted. B. PERMINTS, INSPECTIONS, AND FEES: Secure and pay for all permits, inspections, to be provided and installed by the mechanical contractor hen constructon is complete. F. MOTORIZED OUTSIDE AIR DAMPERS: Motorized outside air dampers shall be installed 1.11 A DUCTWORK -SHEET METAL and fees required of the work. I. Air distribution system balancing dampers are required on each supply, return, on the outside air supply to each air handler. The dampers shall be 24V A.C. and A. All duct materials, accessories, fabrication and installtion shall meet the 1.3 WARRANTY outside air intake and exhaust branch line. Locate where branch line connects to shall be the continous full stall operation type. The dampers shall be located in an requirements of the latest edition of SMACNA for low pressure metal ducts for 1" A. For one year, warrant the work specified herein against becoming unserviceable or trunk line or, if no trunk line, as close to fan motor as practical. accessible location. Leakage shall not exceed 5% of the outside air flow. During building static pressure, NFPA 90A, the Florida Energy Code, the Standard Mechanical Code, causing an objectionable appearance resulting from either defective or nonconforming J. Condenser/outside unit slabs: The mechanical contractor shall supply a concrete occupied hours when thermostat is in "Cool" position each system's damper local codes and UL 181 - class 1. material and workmanship, slab that is 6 minimum larger on all sides than the equipment placed on it. The shall be open when its' compressor operates. During building occupied hours when B. Duct work shall be supported at not more than six (6) foot centers and at all B. Defects shall include, but not be limited to, the following: 01 Loss of freon thickness and reinforcement of the slab shall be as follows: thermostat is set in the "Heat' position each system's damper shall be be open. turns and transitions. Hangers shall be 3/4 gauge straps or No. 12 wire securely 02 Excessive noise or vibration Unit weight Concrete thickness Reinforcement During unoccupied hours all dampers shall be closed. Provide and install the necessary anchored to construction above. All duct work shall be adequately protected at 03 Loss of capacity 0 - 200 Ibs 2" " none required timers, controls, etc. comers from hanging straps with sheet metal angles (2"x2" minimum). Duct shall 04 Condensate dripping 200 - 800 Ibs 4 #5 rebar, 12" spacing each way „ shall be supported in accordance with the Florida Energy Code. C. Warrant the compressor for 5 years. 800 - 2,000 Ibs 6 5 rebar, 12 spacing each way # p g y C. Exernal duct wrap insulation: Wrap shall be fiberglass laminated to a p p g 1.4 SUBMITTALS 2,000 - 8,000 Ibs 8" #5 rebar, 8 spacing each way 1.9 Deleted reinforced foil/kraft vapor barrier facing such as, Owens/coming type 75. A. PRODUCT DATA: The General Contractor, within 35 days after receiving the Owners K. These specifications are an integral part of the drawings. 1.10 PIPE AND FITTINGS Installation shall be per manufacturers instructions and referenced codes. The Notice to Proceed shall submit to the Engineer 5 sets of schedules, charts, L. Use adequate numbers of skilled workmen who are thoroughly trained and A. REFRIGERANT CIRCUIT: Unless otherwise shown on the drawing use ACR copper piping insulation shall meet the requirements of the Florida Energy Code for the specific literature, manufacturers recommended installation procedure and illustrations to experienced in the necessary crafts and who are completely familiar with the with silver brazed sweated joints and wrought copper fittings. Provide refrigerant 1° g PP g g application in which it is used. indicate the performance, fabrication procedures, product variations and accessories specified requirements and the methods needed for proper performance of the work line valves for servicing the systems. Provide sight lass on liquid line at exit of g Ys g g q D. All duct and insulation seams, joints, connections, etc., shall be sealed b mastic � y on the submitted items. The submittal shall be approved b the General Contractor PP Y of this Section. condenser. Provide suction line accumulators sized according to equipment and glass fabric, using methods and materials approved by the manufacturer and for exact conformance with the plans and specifications and shall bear his approval M. Without additional cost provide such other labor n materials r required su oand as a e e u ed Pq - manufacturer r ccommend tions. Provide solenoid valves freon filter driers e a - meeting the requirements of UL 181-class 1 9 q ass stamp. If deviations or substitutes are submitted they must be clearly noted on the to complete the work of this Section in accordance with the requirement of P q governmental agencies having jurisdiction, regardless of whether such materials and receivers, traps and other items as required or recommended by the manufacturer 1.12 EXHAUST -FANS: Schedule on HVAC drawings. cover sheet. Cost of review for deviations or substitutions shall be billed to theP associated labor are called for elsewhere in these Contract for the equipment s specified, as installed for this application. Whenever refri erant PP g with the manufacturers recommendations and the ASHRAE REFRIGERATION VOLUME. A. Locate exhaust outlets at least 12 feet from any building air intakes, windows, mechanical contractor at the Engineers current consulting rate. The Engineer shall N. Layout work and set sleeves or order rough openings throw h prefabricated Yo ( 99 P B. CONDENSATE DRAIN LINES: PVC schedule 40 unless shown otherwise on the drawing. etc. Install according to referenced codes. review the submittal for general design intent only. Submitted items shall not be wall, floors, etc. so there shall be a minimum of cutting,drilling and patching. g P g Ol Material: PVC schedule 40 unless otherwise shown on drawing. B. Exhaust ducts shall be constructed of galvanized sheet metal. purchased or any work commenced until the engineer has reviewed the submittal. 0. Makeup air to bathrooms shall be provided by installing a transfer grill to each 02 For roof -top installations condensate shall be supported with of flexible duct shall be installed at the terminal end of each branch run for noise Substituted or optional equipment where permitted or approved, must conform to space bathroom/janitor room entry door. The grill shall be located as near the bottom as possible pipe pipestands Mirro Industries Mod. 3 R with accessory. Maxium spacing of 6 feet reduction. requirements. An substituted equipment that cannot meets ace requirements, even if the_ g xdoo �� pipestrap " 1.13 INSPECTIONS: accepted for general design intntshall be replaced at the contractors expense. tion, 20 z2O" size non-rate doors. 1t hour r rated doors use Nailor Industries model for 3 4 din and smaller. Maxium s acin of 8 feet for 1 din and larger. spacing 9 A. Provide personnel and equipment, make required tests, and secure required Any modifications as a result of substitutions shall be made at the contractors series 2600, 1.5 hours rated door grill, 20 x20 size. C. INSULATIO 01 Insulate refrigerant lines with insulation: 1/2 » thick for pipes up to 1 » approvals from the Engineer and governmental agencies having jurisdiction. expense. Submittals shall be made on the following items: P. All motor driven equipment shall require vibration isolators and sound control as diameter, 3/4 " thick for pipes 1 1/4 to 2" diameter and 1" thick for pipes 2 1/2" to B. Make written notice to the Engineer at least ten (10) day in advance of each 01 Major equipment items, such as heating, ventilating refrigeration and air shown on the drawing or if not shown provide the following: (a) suspended equipment 4" diameter. Material shall be of the closed cell foam type. Insulation shall have of the following stages of construction. conditioning equipment. shall use rubber -in -shear type suspensions for loads of 25 Ibs or less at each an "R" value meeting the requirements of the Florida Energy Code. a 01. When rough -in (ductwork and other systems are completed to the extent they 02 Registers, grilles, thermostats, hoods, fans, vibration isolators, specialty suspension point. Spring type mountings shall be used for larger loads. (b) Floor, pad Insulate condensate lines within the building with 1" closed -cell foam insulation. are ready to be covered with the ceiling, floor, wall, etc.) is complete. items. mounted or roof -top mounted equi ment shall be installed with open spring isolators 1.11 DUCTWORK t}1-1/2 THICK RIGID FIBROUS GLASS DUCT) 02. When all work in this section is complete. P B. MANUAL: The mechanical contractor upon completion of this portion of the work, P P P Amber Booth type SW or a uivalent� for a ui ment wei hin less than two hundred ( / YP q q P 9 9 A. All duct materials, fabrication and installation shall meet the requiremensts of 1.14 AIR FILTERS and as a condition of its acceptance, deliver to the Architect two copies of an pounds and enclosed spring type Amber Booth types XLS XL or equivalent) for you s e p g yp ( / yp , q ) " the latest edition of the SMACNA Fibrous glass duct Construction Standard, NFPA 90A, A. Filter Media: The filter media shall have an average ASHRAE dust -spot operation and maintenance manual containing the following: heavier equipment. (c) Roof top curb mounted equipment shall have a continous 3/8 UL 181 - class 1, the Standard Mechanical Code, the Florida Energy Code and local efficiency of 60 % as tested against the method contained in ASHRAE standard - 01 Hardback three ring loose-leaf binder. thick cross ribbed neoprene ad Amber Booth type NR or a uivelent installed P P ( / YP q ) codes or requirements. Closures (joints, seams and penetrations) shall be by mastic 52.1-1992. The fileter media shall have an average ASHRAE arrestance of 70 % as 02 Title sheet with job name, General Contractor and this subcontractor listed between curb and equipment for equipment weighing less than 600 pounds. Heavier and glass fabric, using methods and materials approved by the duct board tested by that standard. including address and telephone number. equipment shall have continous spring rail isolators with a weather seal (Amber/Booth manufacturer to meet the requirements of UL 181 - class 1. Duct board shall be B. Underwriters' Laboratories Listing: The filter shall be listed by Underwriters' 03 Index of contents. type RTIR or equivalent). All vibration isolators shall be selected according to the manufactured by Knauf, type M or equiv. Laboratories as Class (1 or 2). 04 Typewritten operating instructions for the Owner describing: manufacturers recommendations for weight and type of equipment. The roof deck shall B. Duct be than (6) foot 1.15 TESTS: a. How to stop and start each piece of equipment. be cut no larger than to allow clearance for the duct penetration. Acoustical duct work shall supported at not more six centers and at all turns transitions. Hangers be 3/4", 24 No. 12 A. The mechanical contractor shall demonstrate to the satisfaction the b. How to set equipment and systems for normal operation. liner (1-1/2) shall be attached (by adhesive) to the remaining roof deck within the and shall gauge straps or wire securely engineer, at the time f final system 9 e o f a acceptance, that the entire Hper system is free from c. Normal restartingprocedures before contacting the service contractor. P g curb perimeter and snugly fit to the duct exterior and the curb. This do backfill for the installation anchored to construction above. All duct work shall be adequately protected at corners from hanging straps with sheet metal angles (2"x2" minimum). defects in materials and workmanship and that the system performs as intended. The d. Complete description of functions and operations of each piece of Q. contractor shall all excavation and required q of his work, except where specific requirements are given, excavation and placement C. All surfaces behind diffusers or grilles visible from room shall be painted flat mechanical contractor shall furnish all necessary equipment and personnel to perform YP equipment including description of how equipment o erates in 9 PP black. h these tests. conjunction with automatic control systems. and compaction of backfill in connection with mechanical work will have the same P requirements as specified in other sections of these specifications. D. Insulated flexible duct shall be manufactured by Thermaflex or approved equal and B. Balancing: The mechanical contractor shall balance the air flows according to e. Complete instructions for cleaning, oiling, greasing, filter sizes and all P 9� 9. 9 9� R. Hangers, anchors and other devices used to secured mechanical equipment to shall be approved by UL standard 181-class I and NFPA 90A. Duct shall be constructed the values shown on the drawing. A report shall be submitted to the engineer other maintenance procedures as recommended b the manufacturer. P Y structural steel, shall be placed prior to the fireproofing of the structural steel. of a zinc coated, high carbon spring steel helix permanently bonded to the core, containing the following information, neatly arranged in tabular form. OS Approved shop drawings and submittal data and parts maintenance PP P 9 P booklet for each item of material and equipment furnished under this division. S. Air Ducts shall have have no more than two additional ninty degree turns (from insulated with a nominal 1 Ib/cu.ft. density fiber glass that is completely shielded rom 01 Date of test, ambient wet and dry bulb temperatures and wet and dry 06 Any as -built wiring diagrams as called for in other sections of this Division the air inlet to the air terminal) than indicated on the drawings without the approval the air stream by a full interior liner. The insulation shall be sheathed in a outside bulb temperatures in each one at time f p z e o test. as needed to show how equipment controls interface with related systems. Ys of the Engineer. If a detail is shown, no additional turns shall be allowed for that vapor barrier jacket of metalized polyester film and meet the requirements of the 02 List each instrument used and record manufacturer, model and serial 07 Test and Balance report. P section shown in the detail. No additional turns shall be allowed in flexible ducts.of Florida Energy Code for the specific application in which it is used. Maximum allowed number. Indicate the type measurements taken with each instrument. Instruments of certification of inspection. 08 Copies p T. Deleted length of each branch shall not exceed six feet. used shall provide 5% (plus or minus) accuracy for the measurement taken. 09 Guarantees and warranties. U. Delays caused by equipment not being on the job site when required shall be E. All round take -offs shall be made with spin in fittings with 90 degree scoops. 03 Each air handler, condenser, fan, heater and other scheduled equipment shall be avoided by temporary substitution of other equipment. This temporary equipment is Balancingdampers shall be factor installed with spring loaded retractable bearing P Y P 9 9 listed with the following information:.. manufacturers name, model, serial no., and all 1.5 Deleted subject to approval of the engineer and shall be removed and replaced with the and a positive locking nut for easy readjustment. other nameplate information (voltage, amps, p ( g p etc.). The corresponding field measurement 1.6 GENERAL PROVISIONS FOR MECHANICAL WORK specified equipment when it is arrives. F. All duct dimensions are clear inside dimensions. of voltage, amps, freon r equipment g p pressures, etc. shall be listed when a ui ment is in use. A. The drawings are to be considered diagrammatic and indicate the general V. Provide and install an emergency condensate pan with an emergency shut-off G. It shall be the contractors responsibility to verify dimensions and clearances 04 The final measurement (CFM) of each outlet, supply, intake, or exhaust arrangement of the work and systems. Refer to building drawings to verify exact float switch and a separate condensate drain line. This applies to horizontal) P PP Y with the building structure and work of other trades. Drawings are to be considered rill shall be recorded and identified as to its location . The air flows specified on the 9 P space locations and space conditions. Drawing scales prohibit the indication of all mounted air handlers. diagrammatic. Drawing scales prohibit the indication of offsets, fittings, and drawing shall be listed next to the measured value. The total supply, return, intake 9 PP Y• features including but not limited to: offsets, fittings and accessories required. W. This contractor shall provide and install the required supports, brackets accessories required, however these items will be provided by this subcontractor at or exhaust from each piece of equipment shall be listed. P However, these items will be furnished and installed by this subcontractor AT NO extensions, fasteners and frames to bridge between building structural members or other items to properly support; ducts, equipment, attachments P P Y PPH. no cost to the owner. Smoke detectors shall be installed where shown or as required in the referenced 05 The mechanical contractor shall submit the test report with a statement P EXTRA COST. If the contractor believes the space allowance is inadequate he should and all devices which he provides or installs. When questions of strength, durabilti P q 9 Y codes. Installation shall be in accordance with NFPA 90A & 906. attestingthat the report is true and accurate within the tolerances s P specified. The statement shall be signed b the contractor and his license number shall be listed g Y report this to the engineer before submitting his bid. or suitabilityarise he shall consult with the project architect or structural engineer. P J 9 I. Fire stats shall be installed where shown or as required in the referenced codes. below. B. This subcontractor shall coordinate his installation with the work of other trades and the General contractor with a plan to prevent interference of available 1.7 Deleted Installation shall be in accordance with NFPA 90A & 90B. 06 After the report is submitted the engineer may request further tests, provide time. adjustments or measurements. The mechanical contractor shall provide these services space and at no additional cost to the owner. The final payment may be withheld until the engineer accepts the report. F_� .'.�+; PLAN-STO"AGE/MECH'F h i ''=, 1 I IC AD3-IN ATTIC 50 CFM SEE NOTES AD3--IN ATTIC 50 CFM SEE NOTES AD3-IN ATTIC 50 CFM SEE NOTES AD3-IN ATTIC 50 CFM SEE NOTES - I L__ - _ _ BUILDING STRUCTURAL MEMBER AS APPROVED BY ARCHITECT. 1/2-13 BOLT W/NYLOCK NUT THRU CENTER OF MEMBER. .1/2-13 EYE BOLT (2) 1/2-13 JAM NUTS �1/2-13 COUPLING 1/2-13 THREADED ROD ISOLATION SPRINGS AIR HANDLER 1 1 /2"x 1 1 /2"x 3/16" angle iron 1 /2-13 NYLOCK NUT NOTE: ALL COMPONENTS RIP PAN ARE STEEL EMERGENCY PE R ER F LA. BLDG CODE NO SCALE WITH FLOAT SWITCH WIRED TO SHUT OFF UNIT IF WATER ACCUMULATES. HORIZONTAL AIR HANDLER SUPPORT ARRANGEMENT (THREE REQUIRED EACH AIR HANDLER) ROUTE PIPING DOWN INSIDE WALL AS NOTED ON PLAN ---� FLOOR EXTERIOR WALL 'CONDENSATE DRAIN: EXIT WALL AS LOW AS POSIBLE,AND SEAL OPENING WEATHERTIGHT DRIP IN CENTER OF DRYWELL o° o;o, $:0 \-PAVEMENT OR ors FINISHED °• GRADE o .O; 0 o:°'ao a ; ; , o O•O, • o 00::- . • e O e O WASHED, CRUSHED w:0• SOIL ROCK OR STONE WELL: 12" DEEP & 30" DIA, WRAPPED WITH FILTER CLOTH TO COMPETELY ENCLOSE ROCK/STONE NOT INSIDE OF CONDENSATE DRYWELL DETAIL THE SLEEVE NO SCALE WEATHERPROOF DISCONNECT SWITCH CMUt .:.' WALL - CLEARANCES TO WALLS, ETC PER MANUFACTURERS INSTRUCTIONS 1 O CONCRETE PAD, 4" THICK REFRIGERANT CON N A / CONTROL WIRES INSIDE OF STRENGTH. PITCH PAD PSI COMPRESSIVE 4"PVC SCHEDULE 40 CHASE AWAYFROM BUILDING. OR UP OUTSIDE WALL WITH AWAY 4"x4" GALVANIZED COVER. 3/4" PVC CONDENSATE SEAL OPENING WITH EXPANDING FOAM OR ROOFING TAR, BOTH ENDS OF CHASE. O 14-16 GAGE, GALVANIZED SHEET METAL X 2" WIDE STRAP, 1 /2" OVERLAP OF CONDENSER BOTTOM PAN. LOCATE ONE STRAP IN THE CENTER OF EACH OF (4) SIDES. ATTACH TO CONCRETE WITH 3/16"DIA x 2" TAPCON. ATTACH TO PAN WITH #10 SHEET METAL SCREW. CONDENSING UNIT INSTALLATION (TYP.) N.T.S. 1J a Z/r� C,� I V) U Q I Z z N CV U u7 z m W U 00 Q X W LL- J O Q Z = � O r1_ W Uj %' C) < O U N O U /••� 00 W N J 0 u7 Q 0 CV Q Of u7 F_- 1`0 Z W LLJ U 0 LLL V) LL_ LEI O N � L.0 W J W o �� Q Z p a N vJw W`0 =paui�o JLa W(n aJ��N -Z V Zm Z Oa NZ "'S2� WW z W n�J OZXLN pUin T i a 0. d GW N p L-1i � Ira o.. a 0 Z O N w Jo 00 m N z� � �i Q I--- o Q 00 z O I- U M a In 0 N o0 YEo 0 U Q � C140 0 N r` 8 v /() m J = Ca O Z � a v O O WN U -J J LL Of z LL W Q O M O LL W J W O a_ W p� C G Z 0E-O I..L U LL Q ♦^w 0 LL _ LL TJ O LL J�}T' Q 0 2 UWCL Q. W 0 N W 2 CONNECT TO MUNICIPAL WASTE TREATMENT co NOTES 1. ALL VENTS SHALL REQUIRE CLEANOUTS. WHERE POSSIBLE LOCATE INSIDE THE CABINET. IF NO CABINET LOCATE IN THE ADJACENT WALL. USE STAINLESS STEEL COVER AND SCREW. 2. INSTALL HEAT RECOVERY (HRU) WATER LINES AND CONNECT TO WATER HEATER ACCORDING TO MANUFACTURER'S INSTRUCTIONS. RUN WATER LINES IN SAME CHASE WITH REFRIGERANT LINES. 3. VERIFY WATER HEATER LOCATION WITH GENERAL CONTRACTOR. 4. THE WATER SUPPLY, DRAIN AND VENT MATERIALS SHALL BE PLASTIC. SEE SPECIFICATIONS FOR DETAILS. A.S.M.E. rated T&P relief valve valve with setting for 150 psi and 200 F. cw supply gate valve union - -i— pan drain & T&P drain, 3/4" route through wall and turn down. drain pan, high impact plastic, 1 /16"thick, 1-1/2" deep. a FE Watts model 530 pressure relief valve, located 18" downstream of heater outlet. hw to system unio full size drain thru outside wall, turn down brass drain valve HOT WATER DETAIL no scale PLUMBING FLOODIR PLAN DRAWING LEGEND cw cold water hw hot water VTR vent thru roof hb hose bibb CO clean out FIXTURE PIPING SCHEDULE (unless otherwise noted) FIXTURE CW HW VENT DRAIN DRINKING FOUNTAIN 3/8 — 2 2 HOSE BIBS 1 2 — — — LAVATORY 142 1/2 2 2 SINK 1 2 1 2 2 2 SERVICE SINK 1 /2 1 /2 2 3 SHOWER 1 1 WATER CLOSET 3 8 — 2 3 FLOOR DRAIN — — 2 3 WATER HEATER 3/4 — — — FIXTURE SCHEDULE WC1 water closet, tank type, handicap. American Standard Cadet model 2216.143, white. Seat Olsonite, white. —open front. 1.6gpf Lt lavatory, American Standard "Lucerne", wall hung, white, model # 0355.012, for concealed arm support. Heritage faucet model #7402.000 with wrist blades and gooseneck spout. McGuire model PW 2125 WC prewropped offset brass drain and P—trap assembly, including (2) supply covers and a chrome plated flange. Two McGuire H-2165 supplies to wall with stop. EWC Electric water cooler, Elkay model EBFATL-8, McGuire mod 8872, 1 1/4 P trap, McGuire H-2165 supply to wall, chrome nipple with stop. Mounting height 34" from basin rim to finished floor, or as approved by state and local requirements and codes. Handicap design with two levels. hb Hose bibb, Woodford model 24P, Vacuum breaker— backflow protected wall faucet. BFP Backflow preventer, Wilkins model 950XL (for lines sizes 3/4" thru 2"), Wilkins model 550 (for line sizes 2-1/2" thru 6".) Backflow preventer to be some size as water line. MV Main supply shut off valve. Full size brass or bronze gate valve in cast iron box with lid marked "water". S1 S.S. Bar sink, Elkay mod. BCR-15, 12"x10, 18 ga., Elkay faucet mod. LK-4122 W/BH-5 wrist blades. McGuire #155 drain w/1-1/4" tailpiece, Mcguire no 8872 1-1/4" semicast P trap, Mcguire no H-2165 supplies with stops. S2 S.S. double bowl sink, 23"x17", Elkay model BPSR-2317, Elkay faucet model LK-2088-13, McGuire #155A drain w/1-1/2" tailpiece, McGuire 8912 "P" trap and H-2185 supplies with stops. S3 S.S. Sink, 21"x16", 18 ga., Elkay mod. LR2522 with Elkay faucet mod. LK-4161, McGuire #155A drain with 1-1/2" tailpiece, McGuire 8912 semicast P trap, McGuire no H-2185 supplies with stops. S4 Service sink, Kohler (Bannon) model K-6716 cast iron, enameled, acid resisting, with K-8905 Knoxford faucet and K-6673 cost iron trap. McGuire no H-2165 supplies with stops. SH1 Shower, leanord model M-15—C Showermoster with thermostatic control and H-03 shower head. Zurn model ZN-415—B, 2" floor drain. PRV Pressure reducing valve, Wilkins 500 series, full size. EWH Electric Water heater, A.O. Smith model PHXT 40, 40 gal, 4500 watts @ 208 Volts, 0.95 Efficiency. 0 I cn n V) in 0 O CV 0Z � CV Z mUj O 00 Q X Cn < J 0 O Q U _ J O L'' n W F—O O N 0 3 ?~ U a0 0 N � 0 0 u7 Z a I Q 0 CV Q <Y u7 F: rn Z Lv W 0 0 L_ V)� W O Of 0 wo W J W ;n Z0 �a }�=M W�< M a <11L N ZW o =zacnw -jW(nZr TW i WZ YaJJ �N wI��ZM JW _I Z Z°° Z O3W ON Z O i.2Nj a z WW N3 MW Mn"h O Z3 J�XN ZX Q T ^ ( W H Q 0 Z O N w Jo CD \ M N Z � W Q f— Q 0 0 z O I— U K) L0 M Uz M Q� — 0Co1= M p OI - Q r—n - M 00 O zLLJ O O 3- x a �N U J'* �' L.L V) z M (. Q O W O U_ X U) LLJ Q W 0 CL ' N O O�J UQu-_ W vV� LL. 0 LL W_/ O N � J U W a- W 0 N W J - _ _. _- 11 I pl ,1 11 1 r 1 -1-1-_.__ �-1 PLUMBING SPECIFICATIONS this work, except where specific requirements are given, excavation and placement and compaction of backfill in connection with mechanical 05 TYPICAL: Copper. "water". B. Waste system shall be tested with 10' hydrostatic pressure for 24 hours or as work will have the same requirements as specified in other sections of these 06 Install a gate valve enclosed in a cast iron box with lid marked Locate required by code. specifications. approximately 6' from building entrance. 1.18 HOSE BIBBS 1.1 BRIEF DESCRIPTION OF WORK ers L. Hangers, anchors and other devices used to secure mechanical equipment to grise 07. Unless otherwise shown water supply shall enter the building underground and through the to the (all A. INSIDE BUILDING: 45 degree angle pattern, 3/4 inch hose end, chrome plated brass handle. A. A Complete wastesystem includingbut not necessary limited to: drains, venting,structural P y steel, shall be placed prior to the fireproofing of the structural steel. mechanical room or janitors closet attic water distribution shall be from the attic down to the fixtures). with wheel B. OUTSIDE BUILDING: Flush mounted wall hydrants, Zurn Z-1493 enclosed type wall fixture connections and connection to sanitary sewer as indicated on drawings. M. An delay caused b equipment not bein available when needed on the b shall be Y Y Y9 ja B. PIPE LOCATIONS: hydrant with cover, frost -proof type. Drawingscales prohibit the indications of all offsets, fittings, sleeves and similar P 9 avoided by temporary installation of substitute equipment. Substitute equipment will then be replaced when the specified equipment becomes available. 01 Avoid laces where i in is ;outside the building structure in wall, roofs- and attic p piping g 1.19 FIXTURE SCHEDULE: On Drawings. Provide cock hole covers where hot water not g items, however, these items shall be provided b this subcontractor at no extra cost p y N. All piping shall be installed to prevent unusual noise from flow of water under p- p g• 02 Provide a stop -and -waste for branches in locations exposed to freezing. supplied to fixtures. Provide all brackets, cleats, anchors, etc needed for support. to the owner. It is the intent that the work shall be complete in ever respect and P Y P C. DRAINAGE: Arrange system so it can be total) drained without disconnecting an 9 Ys Y 9 Y 1.20 WATER HEATER: that an material or work not specifically noted or shown on the drawings but necessary y P Y 9 y normal conditions. Insert one strip of hair felt to isolate all piping from and direct pipes, fixtures or Pequipment.01 Provide and install as shown on drawing. to full complete the work shall be provided. Y P P contact with building or framing. 0. All penetrations of a fire -rated assembly (floor, wall, ceiling, etc.) shall be finished D. AIR CHAMBERS: 02 Install according to referenced codes. with the some fire rating 01 LOCATIONS: At each fixture connection and where needed to prevent water 03 Adjust water temperature to 120E at taps after 5 minute of steady flow. B. Hot and cold water piping systems including rough -ins, connections to trim and to P P 9 Ys 9 9 water utility service with properly sized water tap. as the fire rated assembly. If necessary, change piping material through the hammer. 02 SIZE: At least equal to pipe size. Length of 18" minimum. 1.21 SLEEVES: Shall be required at all penetrations of walls, partitions and floors, C. All fixtures and trim as scheduled. penetration. See building plans for location of all fire -rated assemblies. P g P 03 MECHANICAL SHOCKS: May be used in lace of air chambers. Locate where Y P except for supplies to hose bibbs or pipes through membrane waterproofed floors and P. All water supply piping above ceilings and in walls shall be located within the building accessible. walls. If wall or partition is fire -rated, sleeve shall be of mild steel and shall be sealed P 1.2 CODES, PERMITS, AND FEES A. Florida BuildingCode, NFPA 101 and local munic al codes. insulated space, i.e., the piping shall be protected from freezing ambient temperatures b P P P 9 P 9 P Y E. DISINFECTIONS: Disinfection &sterilization as required by Federal, State, County or to prevent passage of smoke or heat using an UL approved method rated equal to the P 1.3 WARRANTY: the building insulation. Municipal authorities shall be conducted on the entire system of potable fluids. barrier being penetrated. A. For period of one year warrant the work specified herein against becoming Q. Avoid inacessible joints in water supply piping, e.g., in walls, chases, etc. R. Unless otherwise shown, the water supply line shall be plastic from its source (city F. TESTS: Unless required otherwise by code or requirements, piping shall be tested at a pressure of 150 % of normal working pressure (but not less than 150 psi) for a 1.22 SWING CONNECTIONS: Provide swing connections through the water supply system to allow for adequate horizontal and vertical expansion and contraction. Unions or unserviceable or causing objectionable appearance resulting from either defective or nonconforming material or workmanship. water supply, well, etc)ond change to copper 12" above the floor where it rises continuous 24-hour period without leaking. Facilities for providing tests to be provided P g' P 9 P companion flanges shall be provided for easy removal of all equipment. 1.4 SUBMITTALS inside the building. by this subcontractor. 1.23 INSPECTIONS: A. PRODUCT DATA: The General Contractor, within 35 days after receiving the Owners 9 1.6 TYPICAL PIPING; TYPES, FITTINGS AND CONNECTIONS. G. DIELECTRIC FITTINGS: Provide where copper piping joins steel or iron piping, A. Provide personnel and equipment, make required tests, and secure required approvals from the Engineer and governmental agencies having jurisdiction. Notice to Proceed shall submit to the Engineer 5 sets of schedules, charts, A. APPLICABILITY, All listed here are not necessarily used. See Drawings and schedules for requirements. insulating bushings or unions. They shall be as manufactured by May or Ebco, and suitable for 200 degree F. water service. B. Make written notice to the Engineer at least ten (10) days in advance of each of literature, manufacturers recommended installation procedure and illustrations to indicate the performance, fabrication procedures, product variations and accessories B. WATER SERVICE PIPE installed undergound and outside of the structure. Pipe shall H. PRESSURE REGULATOR: Provide and install a full size pressure reducing valve Wilkins P 9 ( the following stages of construction. 9 9 on the submitted items. The submittal shall be approved by the General Contractor conform to NSF 61, have a minimum working jpressure rating of 160 psi at 73.41F model 500 series) on the main potable cold water supply line. Locate ahead of any 01. When the roughing -in (see Standard Plumbing Code for definition) is complete for exact conformance with the plans and specifications and shall bear his approval and conform to one of the standards listed below for the material used. branch lines and where convenient for adjustment. but before work is covered. stamp. If deviations or substitutes are submitted they must be clearly noted on the 01• MATERIALS: 1.11 VALVE LOCATIONS: At service taps, where service enters building, at fixtures, 02. When work of this Section is complete. cover sheet. Cost of review for deviations or substitutions shall be billed to the PLASTIC: PVC (ASTM D 2846, ASTM F 441, ASTM F 442, CSA 8137.6). equipment and devices where shown. C. In the Engineers presence, test all of the systems constructed under this mechanical contractor at the Engineers current consulting rate. The Engineer shall COPPER: Type K (ASTM B 75, ASTM B88, ASTM B521, ASTM 6447). 1.12 CLEAN -OUT LOCATIONS section and prove that they function in the required manner. review the submittal for general g y. design intent only. Submitted items shall not be A. Where required b codes. q Y 1.24 ACCEPTANCE: Acceptance will be made b the Engineer on the basis of tests and P Y 9• urchosed or an work commenced until the engineer has reviewed the submittal. Y. 9� substituted C. The water distribution pipe shall conform to NSF 61 and one of B. Under sinks and where shown on drawin 9• inspection of the project. The plumbing contractor shall furnish necessary mechanics, P P Je P 9 Y or optional equipment where permitted or approved, must conform to space the standards listed below for the material used. All hot water piper and tubing shall C. Where each sewer branch comes out from under building. instruments and tools to assist the Engineer in the inspections. requirements. Any substituted equipment that cannot meet space requirements, even if accepted for design intent, shall be replaced at the contractors expense. have a minimum pressure rating of 100 psi at 180F when copper pipe is used "Water D. At fifty foot int rvals, minimu 1.13 BURIED 1.26 PIPE HANGERS AND SUPPORTS A. Provide brackets, inserts, general underground see requirements under Service Pipe". PIPING Within building all angles, clamps, anchors, rods, braces, frames, hangers, Any modifications as a result of substitutions shall be made at the contractors expense. 01. MATERIALS: A. PROHIBITED: Steel piping. nuts, bolts and outher miscellaneous steel and gardware items as may be 1.5 GENERAL PROVISIONS FOR PLUMBING WORK. PLASTIC: PVC (ASTM D 2846, ASTM F 441, ASTM F442, CSA B137.6). B. ACCEPTABLE: required for the proper support of equipment and all piping systems. Contractor A. The drawings are to be considered diagrammatic and indicate the general g g g COPPER: Type L (ASTM B 75, ASTM B88, ASTM B 251, ASTM 8447) 01 Copper; without joints in buried portion. shall coordinate: shopdrawings; placement; structural framingand overall building of arrangement of the work and systems. Refer to building drawings to verify exact 02 Plastic if APPROED FOR SUCH USE. construction; and the work all to insure an order) nd time) progress of y y p g space locations and space conditions. Drawing scales prohibit the indication of all D. PLASTIC DRAIN AND VENT PIPING 1.14 VENTS the work. features including but not limited to: offsets, fittings and accessories required. 01. MATERIALS: A. FLAT ROOFS: B. EQUIPMENT: Hangers and supports shall be as manufactured by Grinnell, Division ITT, However, these items will be furnished and installed by this subcontractor AT NO EXTRA PLASTICE: PVC all allowed by Florida Building Code. 01 Keep back at least 6 feet from gravel stops. F&S manufacturing Corp., Fee and Mason Manufacturing Co., or an approved equal. COST. DRAIN: PVC, all allowed by the Florida Building Code. 02 Keep at least 3 feet from walls and parapet. 01 HANGERS: In contact with copper piping shall be copper plated or Teflon coated. B. This subcontractor shall coordinate his installation with the work of other trades 1.7 VALVES B. COMBINATION: Grinnell Fig. 97 or 97C. and provide the General Contractor with a plan to prevent interference of available A. BRANDS: nibco, Crane or others if approved as equals. 01 Connect together to make minimum number of roof penetrations. 02 HANGERS: Other than contact with copper piping shall have manufacturer's space and time. B. WATER: Nibco Fig. T-22 for 2" pipe and less; T-125 for larger. 02 Combine into one vent wherever stacks are within 20 feet. standard finish. Pipe 3" and larger. Grinnell Fig. 260. Pipe 2-1/2" and smaller: C. All references to manufacturers shall be interpreted as establishing a standard C. GAS: Crane No. 298 brass service stops at equipment; Crane No. 1228 for service C. Where vents pass thru roof, the openings shall be flashed with sheet lead Grinell Fig. 104. of quality and shall not be construed as limiting competition. Piping. weighing not less than four lbs. per square foot. The flashing shall be extended up, 03 PIPE ROLLER STANDS: Grinnell Fig. 274. D. These specifications are an integral part of the drawings. 1.8 EXPOSED DRAINS, PIPING, STOPS (In finished rooms) over and down into the pipe at least two inches. The flashing shield shall extend at 04 PIPE ROLLER HANGERS: Grinnell Fig. 171. E. Use adequate numbers of skilled workmen who are thoroughly trained and A. MATERIAL: Chrome plated brass. least fourteen inches in all directions from vent. Secure to vent pipe with caulk 05 PIPE ALIGNMENT GUIDE: Grinnell Fig. 256. experienced in the necessary crafts and who are completely familiar with the specified B. ESCUTCHEONS: Required at wall partitions, floors and ceilings. Shall be chrome plated. sleeves. Provide with vent caps equal to Josom series 26700. 06 PIPE RISER CLAMPS: Grinnell Fig. 261. requirements and the methods needed for proper performance of the work of this C. CABINET LOCATIONS: Inside of cabinet considered exposed. D. Locate where vent emissions cannot be drawn into the building through the windows 07 INSULATION SHIELDS: Grinnell Fig. 292 with links. Section. 1.9 HANDICAP LAVATORIES: Hot water, cold water and drain pipes under lavatories shall or other air intakes; MAINTAIN A MINIMUM DISTANCE OF 12 FEET FROM SUCH ITEMS. 08 BEAM CLAMPS: Grinnell Fig. 292 with links. F. Without additional cost to the owner, provide such other labor and materials as be insulated with no sharp or abrasive surfaces allowed. Use 1/2" thick "Rubatex E. Locations: where required by code. 09 ROD: Sized with safety factor of five Grinnell Fig. 14 4 y e (5). G e g. 0 or 1 6. are required to complete the work of this section in accordance with the R-180-FS" 1.15 WATER PIPE INSULATION C. INSTALLATION: All inserts, fasteners, hangers and supports shall be installed in strict requirements of governmental agencies having jurisdiction, regardless of whether such 1.10 WATER PIPING SYSTEM A. LOCATIONS: All hot and cold water supply not in slab. accordance with manufacturers instructions. Hangers shall be spaced to prevent sa 9 P P 9 materials and associated labor are called for elsewhere in these contract documents. A. BUILDING ENTRANCE: B. INSTALLATION: In accordance with manufacturers instructions. or vibration and to permit proper drainage. All piping shall be run parallel with the G. Layout work and set sleeves so there shall be minimum of cutting, drilling and 01 Underground, sleeve through grade beam. C. PREFORMED GLASS FIBER INSULATION AND VAPOR BARRIER JACKET: ANSI/ASTM CH543: lines of the building, unless otherwise indicated on the drawings. The hanger spacing patching. 02 Tightly seal sleeve. "K" valve of 0.20 at 75 degrees F. Meeting the requirements of UL 723 (flame spread and placement shall be such that after the covering (insulation and finish) is applied H. Related work: Documents affecting work of this Section include, but are not 03 Provide swing connection to keep ground movement from damaging pipe. rating of 25 or less and smoke developed rating of 50 or less.) there will be not less than 1/2" clear space between finished covering and other surfaces, including the finished covering of adjacent Hangers for necessarily limited to, General Conditions, Supplementary Conditions, and Sections in 04 BUILDING SERVICES: 1-1/2 inch diameter (or as indicated) Type L copper or D. THICKNESS: Cold water-1/2", Hot water-1" up to 2" dia pipe, 1-1/2" for over 2" dia. parallel pipes. insulated pipes shall be sized to encompass the insulation, finish and metal insulation Division I of these specifications. pipe. 1.16 SANITARY DRAINS, VENTS shield (a metal insulation shield shall be provided for each hanger and support). I. deleted J. Layout work and set sleeves (or order rough openings through prefabricated wall, A. All offsets shall be 45 degrees or less. unless alespspecifically aindicated ported with otherrw otherwise pe riser drawingsps at every floor penetration, floors, etc.) so there shall be a minimum of cutting drilling and patching. K. This contractor shall do all excavation and backfill required for the installation of TO -MUNICI WASTE TRI 2"VTR 2"VTR I , I I 2"VTR S1 I I I � I I I � I � I I ; , I ' EWH IN --- MECH RM#2 'I < 7 S3 L1 4C�V WC1 _-- S2 WC1 S1 1'1 ' I HB ; 0 I TO MUNICIPAL POTABLE WATER EWH SUPPLY IN MECH ,) 1 m PLUMBNG MAGRAMS & SPEC�RCATlONS HB � HB WATER SUPPLY RISER nts S1 ROUND FRAME WITH SCORIATED 1 -0 " COVER. MOUNT FLUSH WITH FLOOR MAX FROM FINISH. "CO" ON TOP WALL FINISHED FLOOR ADJUSTABLE HOUSING EOPRENE GASKET MATERIAL ZURN MODEL--- ODEL BELL & SPIGOT CAST ZN-1400-NL IRON PIPE FLOOR CLEANOUT (FCO) NO SCALE HEAVY-DUTY SCORIATER COVER - VANDAL RESISTANT. MARK "CO" ON COVER. BRONZE PLUG WITH LEAD SEAL FINISH GRADE OR PAVING 18"X18"X6" CONCRETE PAD ZURN MODEL CAST IRON ACCESS BOX ZN-1400-BP MINIMUM 4" PIPE EXTENSTION UP TO CLEANOUT ENCASE IN CONCRETE WYE FlITING & PLUG AT END OF LINE EXTERNAL CLEANOUT (ECO) NO SCALE I U) u7 v) u7 z a I Z - N (V 0 m LW Z p U 00 Q X fn 01 < J C) o a U _ J O L` r__ LLI H (J) U �' C:) � U M 00 0 LLJ L a Z I .__I Q in pe) ~ Z LLI LLI U � L� 0 LL_ W O N & W W o �� J W C)}�ZMN _�� JM Q Z W a �W X JLn N d WZ _uoiZn }a rcN a�- JW Q� Z°) ZA O3 l W `� (AlW z ZZ N O 04 II C3 W W wo Mm ZW =:9 �y1 I.L. ZT ,aN 0 <zSN 0 aoow) + (L L, 0 Z O N w -J O � I M N Z � W Q f- � Q oQ z O U rn LO M Urn z < QUl) - 0c-4E Q O V 1() C M � Cn m J M E °a° z� a a O O N WN U J -� 1L % L- N M Co Q O Co ") ILL O LL WUQ J �ZO O�_J U LL Q W Ia. 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I II ,3- 5 ;-- 30— 5 +-- 12 --, 5 30 _ . 51 6 4 30— 30 60 1 3 View A View C 105 _ — 120 i I N I � I I 1 , 1 30 1 33 1 33 F 36 33 35 --i I 1 _ 200 View E THE CLIENT UNDERSTANDS TWAT THE DESIGNER CARRIES NO UABILITY INSURANCE AND TI-IEREIIOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEPEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES IINCUJDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE pRCjRCT. TWE DMIGNER WILL IN GOOD FAITI:1 ATTEMPT TO PROVIDE ERROR FREE Q"TR=nC% DRAWINGS, BUT IN THE EVENT ERRO" OCCUI Tt-4 DOWN/LE ! WLL NOT M UADrOR COST OF REPAIRS OR DELAY TO TWE CONSTRUCTION 168 F-241/2421/2 1 18 1 431/2 3 33112 3 72 1 16 1 30 48 168 T N I O � N rn N II � 1 37 30 33 33 T O N T::: N 37 i 36. _ 36 -24 View A T i I I View B View C I I I i � • I F 'I II I ' I I IF • • • • • • T O I c� N 241/2----, 421/2 18 431/2� 331/2_ 3 3 ----- ----- --168 — - 1 5/4 18 i 21 41/2 I N 1 24 --+— 39 36 14 3/4,41/2— 37 3/4 1 24 2� 2 184 View D View E �I T I N m T 1 View F • II • II • II • 48 1 30 18 kD 81/2 3 3— T I N OI I i + Ill 1 3 29 363 34 8 7/8 _ 128 3/8 �--36-� 2 g B\ 77� .3 321/2� 1/2 \ 87 3/32 � �3 2 N cQ N to 3 34 35 38 11/2 3 3 3 122 El A 30 30 1 30 a 30 29 5/8 3/8 156 El C N r� N to o I I l 20 1 _ 50 24 i 13 87 3 30—�3 N t r I O I • • m N N N I i N T �N 3 321/2 —y 1/2 I 36 El D T N V � I N N PI cIj \V 33 66 . 2 5/8 3 El E 30 1 35 7/8 30 N ' O I N C O l N iN T O I F F F I --13 _+_ 17 48 7/8 1 30 95 7/6 T j El B T N I 1 i 13 67 11 71/2 3 1 91 112 13 66 7,19/32 21/2 3 El I 82 3/32 El H El G O ti N Z ZC*j W W W a M � M M J - m Q x a LU Go FC L W O Z J 3 V N G NM W M) Q Q `•+ ♦ / Z W W O � Z O a J W WOW coo W a �. Z Z DC m � W a Z m a Q 0 O IU a o � r Z � O w Q 0 O vv } q MVO o _I u-4$ vo�� U ti -4 I M 0 Q LL6 O 0JU LLZ O LL W W 0 J � _ a W p! �ZO O�J U LL W a V � J LL � _ J a Q Z V W0. CL W W N s ,3- 5 ;-- 30— 5 +-- 12 --, 5 30 _ . 51 6 4 30— 30 60 1 3 View A View C 105 _ — 120 i I N I � I I 1 , 1 30 1 33 1 33 F 36 33 35 --i I 1 _ 200 View E THE CLIENT UNDERSTANDS TWAT THE DESIGNER CARRIES NO UABILITY INSURANCE AND TI-IEREIIOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEPEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES IINCUJDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE pRCjRCT. TWE DMIGNER WILL IN GOOD FAITI:1 ATTEMPT TO PROVIDE ERROR FREE Q"TR=nC% DRAWINGS, BUT IN THE EVENT ERRO" OCCUI Tt-4 DOWN/LE ! WLL NOT M UADrOR COST OF REPAIRS OR DELAY TO TWE CONSTRUCTION 168 F-241/2421/2 1 18 1 431/2 3 33112 3 72 1 16 1 30 48 168 T N I O � N rn N II � 1 37 30 33 33 T O N T::: N 37 i 36. _ 36 -24 View A T i I I View B View C I I I i � • I F 'I II I ' I I IF • • • • • • T O I c� N 241/2----, 421/2 18 431/2� 331/2_ 3 3 ----- ----- --168 — - 1 5/4 18 i 21 41/2 I N 1 24 --+— 39 36 14 3/4,41/2— 37 3/4 1 24 2� 2 184 View D View E �I T I N m T 1 View F • II • II • II • 48 1 30 18 kD 81/2 3 3— T I N OI I i + Ill 1 3 29 363 34 8 7/8 _ 128 3/8 �--36-� 2 g B\ 77� .3 321/2� 1/2 \ 87 3/32 � �3 2 N cQ N to 3 34 35 38 11/2 3 3 3 122 El A 30 30 1 30 a 30 29 5/8 3/8 156 El C N r� N to o I I l 20 1 _ 50 24 i 13 87 3 30—�3 N t r I O I • • m N N N I i N T �N 3 321/2 —y 1/2 I 36 El D T N V � I N N PI cIj \V 33 66 . 2 5/8 3 El E 30 1 35 7/8 30 N ' O I N C O l N iN T O I F F F I --13 _+_ 17 48 7/8 1 30 95 7/6 T j El B T N I 1 i 13 67 11 71/2 3 1 91 112 13 66 7,19/32 21/2 3 El I 82 3/32 El H El G O ti N Z ZC*j W W W a M � M M J - m Q x a LU Go FC L W O Z J 3 V N G NM W M) Q Q `•+ ♦ / Z W W O � Z O a J W WOW coo W a �. Z Z DC m � W a Z m a Q 0 O IU a o � r Z � O w Q 0 O vv } q MVO o _I u-4$ vo�� U ti -4 I M 0 Q LL6 O 0JU LLZ O LL W W 0 J � _ a W p! �ZO O�J U LL W a V � J LL � _ J a Q Z V W0. CL W W N s 37 30 33 33 T O N T::: N 37 i 36. _ 36 -24 View A T i I I View B View C I I I i � • I F 'I II I ' I I IF • • • • • • T O I c� N 241/2----, 421/2 18 431/2� 331/2_ 3 3 ----- ----- --168 — - 1 5/4 18 i 21 41/2 I N 1 24 --+— 39 36 14 3/4,41/2— 37 3/4 1 24 2� 2 184 View D View E �I T I N m T 1 View F • II • II • II • 48 1 30 18 kD 81/2 3 3— T I N OI I i + Ill 1 3 29 363 34 8 7/8 _ 128 3/8 �--36-� 2 g B\ 77� .3 321/2� 1/2 \ 87 3/32 � �3 2 N cQ N to 3 34 35 38 11/2 3 3 3 122 El A 30 30 1 30 a 30 29 5/8 3/8 156 El C N r� N to o I I l 20 1 _ 50 24 i 13 87 3 30—�3 N t r I O I • • m N N N I i N T �N 3 321/2 —y 1/2 I 36 El D T N V � I N N PI cIj \V 33 66 . 2 5/8 3 El E 30 1 35 7/8 30 N ' O I N C O l N iN T O I F F F I --13 _+_ 17 48 7/8 1 30 95 7/6 T j El B T N I 1 i 13 67 11 71/2 3 1 91 112 13 66 7,19/32 21/2 3 El I 82 3/32 El H El G O ti N Z ZC*j W W W a M � M M J - m Q x a LU Go FC L W O Z J 3 V N G NM W M) Q Q `•+ ♦ / Z W W O � Z O a J W WOW coo W a �. Z Z DC m � W a Z m a Q 0 O IU a o � r Z � O w Q 0 O vv } q MVO o _I u-4$ vo�� U ti -4 I M 0 Q LL6 O 0JU LLZ O LL W W 0 J � _ a W p! �ZO O�J U LL W a V � J LL � _ J a Q Z V W0. CL W W N s I ' I I IF • • • • • • T O I c� N 241/2----, 421/2 18 431/2� 331/2_ 3 3 ----- ----- --168 — - 1 5/4 18 i 21 41/2 I N 1 24 --+— 39 36 14 3/4,41/2— 37 3/4 1 24 2� 2 184 View D View E �I T I N m T 1 View F • II • II • II • 48 1 30 18 kD 81/2 3 3— T I N OI I i + Ill 1 3 29 363 34 8 7/8 _ 128 3/8 �--36-� 2 g B\ 77� .3 321/2� 1/2 \ 87 3/32 � �3 2 N cQ N to 3 34 35 38 11/2 3 3 3 122 El A 30 30 1 30 a 30 29 5/8 3/8 156 El C N r� N to o I I l 20 1 _ 50 24 i 13 87 3 30—�3 N t r I O I • • m N N N I i N T �N 3 321/2 —y 1/2 I 36 El D T N V � I N N PI cIj \V 33 66 . 2 5/8 3 El E 30 1 35 7/8 30 N ' O I N C O l N iN T O I F F F I --13 _+_ 17 48 7/8 1 30 95 7/6 T j El B T N I 1 i 13 67 11 71/2 3 1 91 112 13 66 7,19/32 21/2 3 El I 82 3/32 El H El G O ti N Z ZC*j W W W a M � M M J - m Q x a LU Go FC L W O Z J 3 V N G NM W M) Q Q `•+ ♦ / Z W W O � Z O a J W WOW coo W a �. Z Z DC m � W a Z m a Q 0 O IU a o � r Z � O w Q 0 O vv } q MVO o _I u-4$ vo�� U ti -4 I M 0 Q LL6 O 0JU LLZ O LL W W 0 J � _ a W p! �ZO O�J U LL W a V � J LL � _ J a Q Z V W0. CL W W N s T O I c� N 241/2----, 421/2 18 431/2� 331/2_ 3 3 ----- ----- --168 — - 1 5/4 18 i 21 41/2 I N 1 24 --+— 39 36 14 3/4,41/2— 37 3/4 1 24 2� 2 184 View D View E �I T I N m T 1 View F • II • II • II • 48 1 30 18 kD 81/2 3 3— T I N OI I i + Ill 1 3 29 363 34 8 7/8 _ 128 3/8 �--36-� 2 g B\ 77� .3 321/2� 1/2 \ 87 3/32 � �3 2 N cQ N to 3 34 35 38 11/2 3 3 3 122 El A 30 30 1 30 a 30 29 5/8 3/8 156 El C N r� N to o I I l 20 1 _ 50 24 i 13 87 3 30—�3 N t r I O I • • m N N N I i N T �N 3 321/2 —y 1/2 I 36 El D T N V � I N N PI cIj \V 33 66 . 2 5/8 3 El E 30 1 35 7/8 30 N ' O I N C O l N iN T O I F F F I --13 _+_ 17 48 7/8 1 30 95 7/6 T j El B T N I 1 i 13 67 11 71/2 3 1 91 112 13 66 7,19/32 21/2 3 El I 82 3/32 El H El G O ti N Z ZC*j W W W a M � M M J - m Q x a LU Go FC L W O Z J 3 V N G NM W M) Q Q `•+ ♦ / Z W W O � Z O a J W WOW coo W a �. Z Z DC m � W a Z m a Q 0 O IU a o � r Z � O w Q 0 O vv } q MVO o _I u-4$ vo�� U ti -4 I M 0 Q LL6 O 0JU LLZ O LL W W 0 J � _ a W p! �ZO O�J U LL W a V � J LL � _ J a Q Z V W0. CL W W N s View F • II • II • II • 48 1 30 18 kD 81/2 3 3— T I N OI I i + Ill 1 3 29 363 34 8 7/8 _ 128 3/8 �--36-� 2 g B\ 77� .3 321/2� 1/2 \ 87 3/32 � �3 2 N cQ N to 3 34 35 38 11/2 3 3 3 122 El A 30 30 1 30 a 30 29 5/8 3/8 156 El C N r� N to o I I l 20 1 _ 50 24 i 13 87 3 30—�3 N t r I O I • • m N N N I i N T �N 3 321/2 —y 1/2 I 36 El D T N V � I N N PI cIj \V 33 66 . 2 5/8 3 El E 30 1 35 7/8 30 N ' O I N C O l N iN T O I F F F I --13 _+_ 17 48 7/8 1 30 95 7/6 T j El B T N I 1 i 13 67 11 71/2 3 1 91 112 13 66 7,19/32 21/2 3 El I 82 3/32 El H El G O ti N Z ZC*j W W W a M � M M J - m Q x a LU Go FC L W O Z J 3 V N G NM W M) Q Q `•+ ♦ / Z W W O � Z O a J W WOW coo W a �. Z Z DC m � W a Z m a Q 0 O IU a o � r Z � O w Q 0 O vv } q MVO o _I u-4$ vo�� U ti -4 I M 0 Q LL6 O 0JU LLZ O LL W W 0 J � _ a W p! �ZO O�J U LL W a V � J LL � _ J a Q Z V W0. CL W W N s s