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CITY HALL BID DOCUMENTS 2004*r W C W ao W IC 3. m W C IL W W W C Z O 1- Z W 21.Z 0 v W 10 IL 0 40I - v J J d W m 0 _ ao 0 C 0 a` _ 0 0 .o U. 0 Z 0 m _ W d W 3 W aD ao W _ d x W W I.- I- 0 - 0 _ I - Bp Z 0 �o 0 _ W C ac 0 W M INDEx To I ARCHITECTURAL G-1 Survey D-1 Demolition Plan AS -1 Architectural Site Plan A-1 First Floor Plan A-2 Reflected Ceiling Plan A-3 Elevations A-4 Wall Sections and Schedules A-5 Window Details A-6 Door and Misc. Details STRUCTURAL S-1 Foundation Plan S-2 First Floor Plan S-3 Roof Framing Plan S-4 General Notes and Design Criteria S-5 Sections and Details S-6 Sections and Details S-7 Sections and Details ELECTRICAL E-1 Electrical Symbol Legend, Electrical Notes, Light Fixture Schedule E-2 Lighting and Power Floor Plan E-3 Demolition Floor Plans E-4 Panel Schedules, Electrical Details, Riser Diagram E-5 Electrical Site Plan MECd-IAl\'ICAL M-1 Legend, Notes and HVAC Floor Plan M-2 HVAC Schedules and Details ]PII.QJMSIleTG P-1 Plumbing Floor Plan and Details ATIANTIC BEACH C11Y HAI-.Jl IMF 1"InjK10.1m11rL"�Imlcl ...I' 111111\11 ff I ATLANTIC IFLORIDA ARCHITECTS li 111 11 1 \94\ ESTRELLA 1ENGIlNE]E1R1N(3 INC. o„e Scgyh,FO EVIATIONEGEND CMU CL ETE MASONRY UNIT LD CMN MAXIMUM COLS. CMNS ETER ACT ACOUSTICAL CEILING TILE AFF CNUOUS OVE FINISHED FLOOR A.F.S. ABOVE FLOOR SLAB AHU A R HANDLING UNIT ALUM ALUMINUM E OF BRICK ANSI AMERICAN NATIONAL ELEC. STANDARDS INSTITUTE APPROX. APPROXIMATE(LY) VATIO�V B.O. B TTOM OF GYPSUM CENTERLINE G.W.B. C.J. C8NTROL JOINT CLG. CEILING HDW CLR. CL AR CMU CL ETE MASONRY UNIT COL. CMN MAXIMUM COLS. CMNS MIN. CONC. CETE DAMPER CONT. CNUOUS ISH(ED) D.S. DSPOUT OR DIA. DL METER DTL./DET. DETAIL E OF BRICK E.J.E FA ANSION JOINT ELEC. EL CTRIC ELECTRICAL ELEV. EL VATIO�V E.O.S. E E OF SLAB UP NPUALSION MATL. MATERIAL MAX. MAXIMUM EXT. EXTERIOR MIN. FD FI DAMPER FIN. F ISH(ED) FLR. FL OR F.O. FA E OF F.O.B. FA E OF BRICK F.O.S. FA E OF STUD F.V. FI LD VERIFY GA. GPyUGE GALV. GALVANIZED PVC GYP. GYPSUM RADIUS G.W.B. G SUM WALL BOARD HB. HOSE BIBB HDW REQUIRED WARF. HGT.THOGHT S . FT./S.F.SQUARE FEET S IN. HM S T. OW METAL HT. SHEETS T I.D. SPECS E DIAMETER 'L-'q"LECTRICAL & ST i.e. THAT IS / SUCH AS INSUL. INSULATION INT INTERIOR JAN. JANITOR lb. YVU1Vll MATL. MATERIAL MAX. MAXIMUM MFGR. MANUFACTURER MIN. MINIMUM M.O. MASONRY OPENING MOD MODIFIED MTL. METAL NO. NUMBER N/A NOT APPLICABLE N.I.C. NOT IN CONTRACT O.C. ON CENTER O.D. OUTSIDE DIAMETER OPP. OPPOSITE P. LAM. PLASTIC LAMINATE PLYWD. PLYWOOD P.T. PRESSURE TREATED PVC POLYVINYL CHLORIDE R RADIUS R.A.G. RETURN AIR GRILLE REINF. R�EINFbFER RCINGENCE REQ'D REQUIRED R.O. ROUGH OPENING S . FT./S.F.SQUARE FEET S IN. SQUAREINCHES S T. SHEET SHTS. SHEETS SIM. SIMILAR SPECS SPECIFICATIONS STL. STEEL TQ. SQUARE & G AND GROOVE TELE. TELEPHONE T.O. TOP OF T.O.B. TOP OF BRICK T.O.S. TOP OF STEEL TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTED VCT VINYL COMPOSITION TILE W/ WITH WD W WWF WELDED WIRE FABRIC INEERING INC. / law. / 1 xlu LU \ J D1TCH —_— _---\ — — ----_ \ lu LL CL- CI - 0 \ d \W \ 0 W C w 0 W W 0 d \ � \ V W V \ \ CL CL U U CL I— BUILDING OVERHANG I I 1 I 1SURVEY N Q /� � o — -- k-: 00 8' I / CL 0- _z , ��z� / 1� ASPHALT PARKING LOT L _ � CL J pou ARCNITECTB AA C000916 O N O 0 W 1— _N N O � 0 f= a co w U m USN N oc vo G W O J � J Ott H � O = O O coco bog r V Iq� O m a W W t D coto '� 4 0 v g0 0 W O : W = ba to 936. W m p W— ! t m W x v p p t> -ac 3S f 1 W ■ d W W W m W W > J m m W x IL x W W Q < z O I - 29 W 0 C, W C LL O ao x v J J < 11 IN 3/16"=1'-0" �DEMOLITION PLAN 0 U u 11 0 0 11 `�, I no Y llo r_� I� 2 I li 2 I, STRUCTURAL WALL - IG II SEE STRUCT. PLANS I FOR DEMO I IG I� I I/ I I PROTECT EXISTING -0 ALT # 1 l r-0 REMAIN GENERAL NOTES: A. CONTRACTOR SHALL REINFORCE AND BRACE EXISTING STRUCTURAL CONDITIONS AND BUILDING ELEMENTS BEFORE REMOVAL OR ALTERATION OF ANY STRUCTURAL ELEMENTS. SEE STRUCT. DWGS. B. STORE ALL EXISTING BUILDING ELEMENTS TO BE SAVED IN A CLEAN AND DRY PLACE. C. = _ _ = INDICATES PORTION OF BUILDING TO BE REMOVED D. SEE AS -1 FOR LANDSCAPING RELOCATION/PLACEMENT. E. PROTECT EXISTING BUILDING/STRUCTURAL ELEMENTS TO REMAIN. F. SEE AS -1 AND MECHANICAL DRAWINGS FOR NEW MECH EQUIP SLAB AND UTILITY LOCATIONS. RELOCATE EXISTING EQUIP. AS NECESSARY. G. REMOVE ALL ITEMS NECESSARY TO ALLOW FOR NEW CONSTRUCTION. H. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BETWEEN ANY EXISTING CONDITIONS AS SHOWN ON THE DRAWINGS AND EXISTING CONDITIONS ON SITE PRIOR 1 THE BEGINNING OF ANY DEMOLITION OR CONSTRUCTION. DEMOLITION NOTES: 01 ALTERNATE #1 REQ. DEMOLITION 02 REMOVE INDICATED PORTION OF WALL AFTER NEW CONSTRUCTION IS IN PLACE FOR OWNER TO SECURE BUILDING. 03 REMOVE EXTERIOR SIDING FROM INDICATED EXISTING WALL. SHEARWALL SHEATHING TO REMAIN. 04 REMOVE INDICATED WINDOW 05 REMOVE LOWER BEAM AND CABLES FROM WOOD ENCASED STEEL FRAMING -SEE STRUCTURAL. 06 REMOVE INDICATED PORTION OF EXISTING FLOOR FINISH AS INDICATED BY CROSS HATCHING. 07 REMOVE EXISTING SLIDING WINDOWS AND WINDOW TRACK ASSEMBLY. O REMOVE PORTION OF EXISTING ACOUSTICAL CEILING AS INDICATED BY SHADING. O REMOVE EXISTING CEDAR RAILS AND STORE FOR LATER USE. DCI/!11l1- CVTCDIl1D CInIAI!` Akin curnTUIKIP CDl11/ Pon AACNITECTB AA 000014! o^ o� a, o 0 W N N rm O OS co W! CAP .� N N W 0 J ~ W Z o � o 0 1� a„ opo ba � V O co s W 0: W H D co a 4 -1) c� os c� g0 D W O = W Z ow at CJ E— d W ® F.- t W t.30 o s = v z 01-1 C� LL 41f � 71 til Z Q J CL Z 0 F_ J 0 m W cl z O v s IH ao z O O DRANI10 o W ao D-1 < W J W a: 0 F i W F m 0 ICE ao ," \ _ _ s DITCH \ \ v-_: <<9\\ \ --------------- — — — — — — — — — G = •-•—•-------• \\\\ \>> \\ L 7 7 CREATE SWALE \ \ Ic / _ 0 IL IL O s - a W IL 0 D 0 0 W O > --i W* QW w � U o � a W w z C/) 0 z 1 F- 0 j EXISTING ONE STORY BUILDING WITH MEZZANINE / J to 0 17" PALM TREE TO BE REMOVED v� RAIN LEADER DRAIN SYSTEM. MATCH EXISTING -'SIZE AND SLOPE. 9" PALM EE TO BE REMOVED ri PROPOSED 136LDING ADDITION NEW C FOR H I tL!�'//!e!!i!��/Lilr///e/e/e!://l//!//e/!ri�;�;e!///1///ems f,✓//////////1f/;rhe//////1/fid` �� I 7ql% �- BUILDING OVERHANG (— " PALM TREE I� BE REMOVED CL / J ( � 4Xj9TO �— — — INSTALL NEW 15'-0" I ( I ! jHIGH SABLE PALM I I ( INSTALL NEW 15-0" U 4 • t� I HIGH SABLE PALM \ ALT #1 _ . APPLICABLE CODES AREA CALCULATIONS N O 0 FLORIDA BUILDING CODE : 2001 EDITION W/ 2003 REVISIONS W FIRE SAFETY- 2001 FLORIDA FIRE PREVENTION CODE ORIGINAL PLAN: 5,915 SQ FT NMI! ADDITIONAL AREA: 1,468 SQ FT MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE 7,383 SQ FT PLUMBING CODE: 2001 FLORIDA PLUMBING CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE EXCLUDES COMMISSION CHAMBERS GENERAL_ NOTES 1. CONTRACTOR SHOULD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE AND SIZES THAT ARE AFFECTED BY NEW WORK AND VERIFY ALL DIMENSIONS TO NEW CONDITION BEFORE PROCEEDING WITH FABRICATION/CONSTRUCTION. NOTE: ALL DIMENSIONS FOR NEW WORK ARE ONLY ACCURATE FOR BIDDING PURPOSES 2. LOCATE AND PROTECT ALL UTILITIES. RELOCATE AS NECESSARY. CL TE PAD EXIST. BACKFLOW HREVENTOR- PROTECT AND REL LATE AS NECESSARY. TO DITCH CONTOURS TYP. MAIN LOCATE, PROTECT, AND RELOCATE AS REQ. s O O 0 EXIST WATER METER \\ \ IN N,��s \ \\ C' \ \ \ ��/ \ \ \ s � \ �Q \ \ \ \ A61 E6STING ASPHALT PA � RKING LOT 1 /8"=1' -on SITE PLAN 1 N PQH AACNITECTB AA COOOi4{ = 0 F 0 0 0 DAAIIIa o W ao AS -1 w o� o c N O 0 W - N N �CD NMI! O H O W GoV i O W � N N o — W O � Ott M■'■I 1■�1 o 0 ca ao O W W i D co O co O 0 W = W _a"06. VW m i --c = W = V V z 4H ylL r ,r J Q � Z � U W U ca a = 0 F 0 0 0 DAAIIIa o W ao AS -1 w POR ARCHITECTS AA C 0 0 0 9 4 1 O r O O N O O W f... i N N O i O O v co i O W � N N C O J U. Z_ W O J � J S � Z O O co o� V Z 0 Go s W W I.- -ac s D os 0 0 Z W m W i V W W V p s CC S V 04 c y N 7" Z O O J LL LL D R A V I N 0 0 F ��t d W W W ao W W 3. ao 0 W W If x W W W < z O I- W > a Z z v W D LL O ao s J W F m s O W aL T z O a < W O O. W O v aD H U. O z O w ao s W W aL z W F H W 3 a W ao ao W W aL x W W s I- 0 s I- N N z O 0 O W IL W W W O W M a Z d ff as v W a x v W s s O IL U. O r ae W aL O W aL 0 z W v W W ao U. O z W W F- coMc W s I. - Go a 3 s W a co _ r 0 O W O A I_ T E R N A T E N 0,, 1 RCP LEGEND o^ o� DENOTES GWB CEILIN(37 O N N 2'X4' LIGHT FIXTURE cm HVAC DIFFUSER 0 w AIR RETURN GRILL 0 RECESSED CAN LIGHT FIXTURE 1 /4"=1'-0" 1' '�� M A I N E N TR Y REFLECTED CEILING PLAN 1/411=11-011 �� MAIN ADDITION REFLECTED CELING PLAN - - STEEL FRAMING FXTFRIOR GWR PAINTED SOMT TO MATCH EXIST. GENERAL NOTES 1. COLING FINISH HEIGHT IS 9'-0" ,A.F.F. (U.0.N.) POR ARCHITECTS AA C00091! O F- W ao O W O DRAIIMG a W aD A-2 < W J W W 0F �n o^ o� N O O W � N N cm 0 w V coc Lu m W N N dici N a J Lu O J CL. J Z O p OID ama moll O O W 9 W 1--- D V2 0 ` v o 0 a W O = W = *A V i -- CL. W m p I.- t t OC W = V V a a cx •.c b � Z Z J w U W U w _J W cc O F- W ao O W O DRAIIMG a W aD A-2 < W J W W 0F �n W Z h U. O 1/4"=1'-0" m a W d Z W 1- F ac W W Ad W Q d W 3 W O > Z d z I® O Z W O > Q W In W O F - Z W a ae OZ z Ila 5 O N I H E L E Y A i I ON 5 Ixl IZL L: Zlix I xf! X-1 X'Nl OF ELEVATION MATCH EXISTING PIOROX 45/12 X5/12 L�, BOT. OF FINISH x x x x ,d,, BOT. OF FINISH f-I_2 MATCH EXISTING TOP OF RAIL 3'-3" F.E. PARGE AND PAINT CMU FOUNDATI N WALL. MATCH IST. TYR (U.ON) CONSTRUCTION I EXISTING A-6 OF ELEVATIONS POR AACHITECTB AA 000094E o_ o O N O O W I�- .w N N O i „ O es O v co W im W � N N � O J ~ LL. W O —A J x pot� p O co O •� V s � O co W W t— i 0 0 0 W = I.- W 3♦s cs W m i W V p s oe x v �i �1 �I k�l hal z � z %N ; 71 N( v1 V, Z O `Q W W z O_ I- O Z F- m Z O O ae O DAAIIN0 0 W A-3 ` W J W Q W W W 0 W W > J m 0 W It IL W W cc < z 0 I - z W zipz 0 z z a w W 0 U. O 0 I- _ v Ic J J a W H m_ _ 0 0 0 Ic O n. Q O v _ IL O Z 0 0 0 W A. z W IH I - w 3 10 W 0 0 W c IL x W W _ 0 _ 3 z 0 0 Ic IL W W O W 0 z z V W v _ Q d. 0 W O. O IL O Z W v a oc W 0 LL 0 z W z W _ F- 0 O 3 0 a 0 0 a 01 U DOOR SCHEDULE O W N N O O ! 0 r a NOTES: W .� N N � Q9 c r KJL- W O J d. J 1. WALL. THICKNESS SHOWN TO NEM LARGER I/4" DOOR aD co o 2. FIELD VERIFY ALL WALL THICKNESS PRIOR 0 TO ORDERING FRAMES. SCHEDULE 3. CONTACT ARCHITECT TO CLARIFY ANY DOOR, DIMENSIONS W DETAILS HARDWARE, OR WINDOW CONFLICTS OR � QUESTIONS. r g Lu OC tu v cl DOOR NO_ co4002 "' O _ O a Lu :yo a 0 `nsf REMARKS W o W V r W m r t W C> 1 2 3'-0" 1'-0" 13/4" WOOD A 2/A-6 1/A-6 - - - 2 3 3'-0" 1'-0" 13/4" WOOD A 2/A-6 I/A-6 - - 3 3 41-0" 1'-0" 13/4" WOOD A 2/A-6 IIA -(o - - - 4 1 3'-0" 1'-0" 13/4" GLJAL. 5 SIM 2/A-5 5/A-6 IIA -6 - STOREFRONT 5 1 3'-0" 1'-0" 13/4" GLJAL. C 5/A-6 4/A-6 SIM 1/A-6 - STOREFRONT 6 3 2'-10" 11-011 13/4" WOOD A 2/A-6 1/A-6 I - I - - WALLS CEILING GENERAL NOTES: ROOM FINISH FLOOR BASE TRIM I. SEE RCP FOR CEILING HEIGHTS. MATERIAL FINISH MATERIAL FINISH 2. WOOD BASE 70 MATCH EXISTING. SCHEDULE � z U n sz � ��c ROOM ROOM NAMES>'—�OG� U U U U m � � � a � � Q >z REMARKS NO. 101 OFFICE #1 102 OFFICE #2 Ic c 103 OFFICE 'W3 104 OFFICE *4 105 OFFICE *5 106 OFFICE *6 101 OFFICE *1 108 OFFICE #0 109 OFFICE #5 110 OFFICE #10 111 CORRIDOR Q 0 c c SEE RCP. CONT. BANDING SIM. 2/A-6 112 CONFERENCE 113 SUPPORTo 114 SUPPLY 115 ENTRY0 0 EXTERIOR GWB. 116 LOBBY ili F- INFOIRRMATIONI -:B 1 0 1 2 A-5 IL EQ. EQ. EQ. EQ Ilk T r 3 m O MATCH EXISTING FIELD VERIFY MATCH EXISTING APPROX 45/12 51M 12 / A-5 BOT OF FM --- �--- OIL _ ELEV. 111'-0" f 13 BOT OF FIN A-6 ELEV. 1'-2" TOP OF RAIL ELEV:±3'-3" ------- --- -- --- FRE. ELEV,iO'-0" P11 U Q�. iu' Lu tD WOOD TRUSSES - SEE STRUCT. 5/8" CDx PLYWOOD 20' ROOFING FELT. SHINGLES G.W.B. - SEAL ALL HOLE5/PENETRATION5 R-30 INSULATION TYP. 1 SUSPENDED ACOUST. CLG. 2 A-5 N L >u 3 _ A-5 >0 ac �.------------------------ ---- --- EXIST._ — —c E VA'RIE5 i _ e SIM. m 11 EE PLAN F—IF ----- ---� a I I L-------------� 1/2t1=11-011 WALL 5 CTION 1 - 2 A-5 O 1/411=11-011 WINDOW I!! 9 O EXISTING WINDOWS -�r- I L_ OI 0 m m ALUM/GLASS WOOD/GLASS SOLID WOOD 1/411=1'-011 DOOR T 1/PE5 VAPOR 5ARRIER ON COMPACTED FILL ROOF LEADER WITH PVC PIPE SAME SIZE AS EXISTING 4 ROUTE TO DITCH PER SITE PLAN. 4 AA -5 SEE SCI-lED. ae. - a"I� g la. e J ' 4. - e n 2 A-6 °o. WOOD 1/411=11-011 -( 5)- FRAME TYPES .71 v11;Cr-m /IV 1 -l" 8 A-5 SIM. STOREFRONT P()H AACHITECTB AA C 0 0 0 9 4 6 o �- 0 0 N O O W N N O O ! 0 r a Go v w s m W .� N N � Q9 c r KJL- W O J d. J s 0 0 aD co o 0 alp W W r v co4002 O O 0 W o W V r W m r t W C> >1 cG b �I V, Z W O U W W = cn U J W _! Z Q 0 F P()H ARCHITECTS AA C00091! o 0 0 N O 0 ,.. , .. -, .. -,. .. a ...... t. .. . _ .i" � N N - .- "1 , : ... :, . v co t m •-' Y _ ao 1� W a W O J t ... Y � a S02 O O 7.. r'• - r 1 W Wn r , '- •, ... :. :. ., :. 1 i I, C/i' .. d..__.... ..... _... _t... .... :r ... .. �. ,',.. 1, ,: .. .. . .... ,. .... i.. .c -f. •'40 •d- stfy;yt-7j'jj �j( iI`f� / ."7r^, ,. }•}}/{[t L - �j,(y'yF(`y{ X:. 1 A I ik _ r W f- r , 5 r- m W - -co , v�- t r , • - ui ( , r Lu _ _ gyy.gg : 0 z I .t o Z W : - , `— a� W m C30 o-- t d= W = 774 C 0 1.:' , F �C W E7J z� S l:n t r 3 r' r r. s •... ^ 1Z T Baa ' i• , - t 7. 4 _ ;:,,, _. .._�'.�,,'� _ :-: i✓� ,.J.. r f - .r - - -ir - '•}"1I Zo ul L co 7. a ML _Z ; f� N. T. S. NOT USED 1 N. T. S. WINDOW HEAD 2 N. T. S. WINDOW SILL — 3 N. T. S. WINDOW JAMB N. T. S. NOT USED W d_ DETAIL DETAIL 4 DETAIL 5 N m O W aa. In Z O_ W F 04 CD cc lu FINISH IfLOORING , f }' 1T-'✓- F W SUEFINISH SCHEDULE ' iu Ic Wul 114 o N. T. S. NOT USED 7 N. T. S. NOT USED N_ T. S. WINDOW SILL - 8 N. T. S. WINDOW JAMB DETAIL N. T. S. EXTERIOR WALL SILL W DETAIL 9 HEAD 8c SILL SIMILAR 10 DETAIL V F lu -.:.__ l IMPORTANT DETAILS SHOWN HAVE BEEN OBTAINED FROM EXISTING DRAWINGS OF THE ORIGINAL BUILDING. cc IL DETAILS INDICATED AND ACTUAL CONDITIONS MAY VARY. IT IS THE ARCHITECTS INTENT TO MATCH EXISTING. `- CONTRACTOR SHOULD MATCH EXISTING HOWEVER ARCHITECT SHOULD BE ~'`'_=� EXIST. ALUM. NOTIFIED a IN WRITING IMMEDIATELY TO REVIEW Ku Ic a.a - - I - , r,� •f µ - - W �� STOREFRONT NEW ALUM. SNAP—IN EXISTING CONDITIONS IF ANY DISCREPANCIES EXIST. ' � FILLER MEMBER. W� yy -Hill; 3' t ACCEPTABLE FOR SECURING WINDOW. MATCH EXISTING WINDOW SYSTEM. fit' 1'� W 1 �T-) C� �� � ( " � t - : • ';t . � I �.:�i+'� '11 � f^r?Cf 1 i,._, ,_ ----_ to ,•„ ' , 1 j� grF y � J t%� ` j+ I ! r VGiASS 10 W �• f a 0 N. T. S. WINDOW JAMB 11 N. T. S. ROOF EDGE 12 N. T. S. NOT USED 13 N. T. S. NOT USED 14 N. T. S. WINDOW JAMB 15 - DETAIL DETAIL P()H ARCHITECTS AA C00091! o 0 0 N O 0 W � N N co I.- —c v co t m W N N 9= co ao 1� W a W O J O. 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S4 4 ' re� YOd DRAWING S -i OF V SAW CUT, REMOVE AND REPLACE EXISTING SLAB AS REQ'D TO CONSTRUCT CONC PIER I ud W M J ci I I w ►-- z w o Ld s w w u m w co z o � >- J w ~ iLco Q � �co Lu U) z 0 o CL x ARE BASED UPON Q W I I o CL w CC �-00 U a z Z a N 0 +10'-0" FIELD VERIFY) f- z I I O W Z m z LD o =0 w Ln a I � W Z 0 - a_ z c W C> W 1- n a a LL O I o co U o W Of o X W J w Q 0 0 i- o w z O m _ U D cc W 0cc 0 a ftf a_ 0 — W O Z V w o o a- w a O z Q C. °C o U O W to _ 0- W X U- o V) � z o co z U � � = w a - Q o z w 5! � � a 10'-0" J Q 0 w _z co 5'-0„ a EXISTING TUBE FIELD VERIFY 9 U— W COLUMN I S-6 O o w W = — SAW CUT, REMOVE AND REPLACE EXISTING SLAB AS REQ'D TO CONSTRUCT CONC PIER I ud W M J o Z � o � I I ALTERNATX: ►-- z w I I SCALE: 1/4" u o -•I- 7 co z z cn Z w ~ 8" W DE Q � i i CON PIER U) O I I ARE BASED UPON ACTUAL ELEVATIONS, y I I EXISTG 4" CONC SLAB ON o �-00 I I GRADE, T SLAB EL = Z a N I j j +10'-0" FIELD VERIFY) Uj FABRICATION OR CONSTRUCTION. I I U m EXISTI G CMU I Q w o WALK BELOW I oIL ------------------ C> L- a a I I U Z C) Z c� — z � w U EXISTG 18"0 w 0 CONC COLUMN a Q M a 0 1 0 LO 10'--0" 10'-0" 104" 91-134„ 6'-2Y2„ 3'-9Y2» 23• EXISTG 18"� CONC COLUMN 9 , ,1 S-6 LL ENTRY PLAN — ALTERNATX: ►-- z w 00E SCALE: 1/4" = 1'-0" A 1h f— os co z LU cn Z w ~ M W n- NOTES: CV Cn 1A N 0 a z O g O' 1) ELEVATIONS ARE BASED UPON ACTUAL ELEVATIONS, w o FIELD VERIFY TOP OF EXISTG SLAB EL AS SHOWN. o a 2) VERIFY ALL EXISTG CONDITIONS AND DIMENSIONS ARE Of W CORRECT AS SHOWN BEFORE FABRICATION OR CONSTRUCTION. z U Q w 0 1 0 LO 10'--0" 10'-0" 104" 91-134„ 6'-2Y2„ 3'-9Y2» 23• EXISTG 18"� CONC COLUMN 9 , ,1 S-6 w U Q� co LL 0 0 w V) w o ►-- z w I z w 2 Ir F A 1h f— os co z LU cn Z w ~ w X co CV Cn 1A N 0 a z O g O' z � Q 3 a cc set o CB co co -a a C> r O O p N O 0 1 0 LO 10'--0" 10'-0" 104" 91-134„ 6'-2Y2„ 3'-9Y2» 23• EXISTG 18"� CONC COLUMN 9 , ,1 S-6 0 0 0 I I O N Q - — I < � 10 _tee` w� 4g \7 ° I a.Q.QQ\ S-5 04" ° i IQ 70-- I 14 -- a a as ` 3 EXISTG 18"0 /I � NEW 18"0 CONC 4 _ I a. d 1 .(XIS °IN SLAB - a I II I I °I I d 14 4 I CONC COLU I I COLUMN TYP, UON AS EXISTING g� BM 1CONC 4 I I I __ - I EXISTG 1 i �I j / I I I I /� / \9y" I I CONC BM I\4 I I I I I I I I J_ EXISTG CMU I WALL BELOW 4 — - - - - - - - 1- =_ •• d / NEW CMU 6" COC SLAB W/ #4 @ 10" -L I a ° I a �^ I 1 WALL CTR'D/ EACH WAY TY @ / I I I �QELOW SLA OUTSIDE OF CWU WALL / I - / ` (PE PEDICULAR TO iSLAB / �°` e dn. G a SLAB /JOINTS, I \ EXISTG IN SLAB a ° I -d S-6 / SEE 6ET 1 /S-5 C NC BM EXISTG " CONC SLAB ON i ° GRADE, �!T/SLAB EL = 1 a a 1/ 4 -0 (FIELD VERIFY) +10 I _ =d a 1 ° / NEW CMU WALL BELOW °.I= -a`a MAT '1�1 04, .e. 4" CONCRETE/ SLAB ON GRAD W/ WWF 6x6 - W1.4 Tic W1.4 ON VAP R BARRIER ON T -1 OY4" I i ! rd N ` COMPACTED FILL. T/SLAB +10'-0" (TO �- YP MATCH T/ XISTG SLAB EL \� I FYHZTG CMUI U ,/ / -a• - -- ° / / e / WALL BELOW /< HAT H INDICATES ON.0 FILL / `�_ d ON/ EXISTG DROPP D SL�CB� T CONC FILL TO ATCH /EXISTG 4" SLAB & T/NEW LAB EL. UNDER EXISTG CONC 4 SLAB FILL W/ OMPACTED / 4 "d/ GRADE / as ,/Q�.. _ MT 4/ \ \ - i.- ° - EXISTG 18"0 rG' d ° '/- A.- A -'A " `- . CONC COLUMN ° ° ---- _ w--- / NEW CM WALL G / BELOW / / EXISTG 18"0 CONC COLUMN REMOVE EXISTG / CONC CURB 1of-of) ➢ / / ��\ EW -j- 18"0 18" 0 CONC OLUMN TYP LION, CONC CURB, SEE ARCH S�6 8y' \� �� AS EXISTG o FOR DIMENSIONS NOT / SHOWN / FIRST FLOOR PLAN - SCALE: '/4" = 1'-0" NOTES: 1) ELEVATIONS ARE BASED UPON ACTUAL ELEVATIONS, FIELD VERIFY TOP OF EXISTG SLAB EL AS SHOWN. 2) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S-4. 3) VERIFY ALL EXISTG CONDITIONS AND DIMENSIONS ARE CORRECT AS SHOWN BEFORE FABRICATION OR CONSTRUCTION. / 7 MAINTAIN OUTSIDE EDGE OF SLAB 0 EL +9'-9" ..�N TYP (SLOPE AS REQ'D) 4 X77- / / / I r � S\6 McVEIGH&AANGUM ENGINEERING-1NC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail a McVeighMangum.com Eng. of Record: H. Carrington McVeigh License No.: 30692 O 1 0 0 N O 0 OD I T-CO,14 e9' 0 A 1h f— os LU W .- N N 0 0 0 I I O N Q - — I < � 10 _tee` w� 4g \7 ° I a.Q.QQ\ S-5 04" ° i IQ 70-- I 14 -- a a as ` 3 EXISTG 18"0 /I � NEW 18"0 CONC 4 _ I a. d 1 .(XIS °IN SLAB - a I II I I °I I d 14 4 I CONC COLU I I COLUMN TYP, UON AS EXISTING g� BM 1CONC 4 I I I __ - I EXISTG 1 i �I j / I I I I /� / \9y" I I CONC BM I\4 I I I I I I I I J_ EXISTG CMU I WALL BELOW 4 — - - - - - - - 1- =_ •• d / NEW CMU 6" COC SLAB W/ #4 @ 10" -L I a ° I a �^ I 1 WALL CTR'D/ EACH WAY TY @ / I I I �QELOW SLA OUTSIDE OF CWU WALL / I - / ` (PE PEDICULAR TO iSLAB / �°` e dn. G a SLAB /JOINTS, I \ EXISTG IN SLAB a ° I -d S-6 / SEE 6ET 1 /S-5 C NC BM EXISTG " CONC SLAB ON i ° GRADE, �!T/SLAB EL = 1 a a 1/ 4 -0 (FIELD VERIFY) +10 I _ =d a 1 ° / NEW CMU WALL BELOW °.I= -a`a MAT '1�1 04, .e. 4" CONCRETE/ SLAB ON GRAD W/ WWF 6x6 - W1.4 Tic W1.4 ON VAP R BARRIER ON T -1 OY4" I i ! rd N ` COMPACTED FILL. T/SLAB +10'-0" (TO �- YP MATCH T/ XISTG SLAB EL \� I FYHZTG CMUI U ,/ / -a• - -- ° / / e / WALL BELOW /< HAT H INDICATES ON.0 FILL / `�_ d ON/ EXISTG DROPP D SL�CB� T CONC FILL TO ATCH /EXISTG 4" SLAB & T/NEW LAB EL. UNDER EXISTG CONC 4 SLAB FILL W/ OMPACTED / 4 "d/ GRADE / as ,/Q�.. _ MT 4/ \ \ - i.- ° - EXISTG 18"0 rG' d ° '/- A.- A -'A " `- . CONC COLUMN ° ° ---- _ w--- / NEW CM WALL G / BELOW / / EXISTG 18"0 CONC COLUMN REMOVE EXISTG / CONC CURB 1of-of) ➢ / / ��\ EW -j- 18"0 18" 0 CONC OLUMN TYP LION, CONC CURB, SEE ARCH S�6 8y' \� �� AS EXISTG o FOR DIMENSIONS NOT / SHOWN / FIRST FLOOR PLAN - SCALE: '/4" = 1'-0" NOTES: 1) ELEVATIONS ARE BASED UPON ACTUAL ELEVATIONS, FIELD VERIFY TOP OF EXISTG SLAB EL AS SHOWN. 2) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S-4. 3) VERIFY ALL EXISTG CONDITIONS AND DIMENSIONS ARE CORRECT AS SHOWN BEFORE FABRICATION OR CONSTRUCTION. / 7 MAINTAIN OUTSIDE EDGE OF SLAB 0 EL +9'-9" ..�N TYP (SLOPE AS REQ'D) 4 X77- / / / I r � S\6 McVEIGH&AANGUM ENGINEERING-1NC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail a McVeighMangum.com Eng. of Record: H. Carrington McVeigh License No.: 30692 O 1 0 0 N O 0 OD I N e9' 0 A 1h f— os crx 0 0 0 I I O N Q - — I < � 10 _tee` w� 4g \7 ° I a.Q.QQ\ S-5 04" ° i IQ 70-- I 14 -- a a as ` 3 EXISTG 18"0 /I � NEW 18"0 CONC 4 _ I a. d 1 .(XIS °IN SLAB - a I II I I °I I d 14 4 I CONC COLU I I COLUMN TYP, UON AS EXISTING g� BM 1CONC 4 I I I __ - I EXISTG 1 i �I j / I I I I /� / \9y" I I CONC BM I\4 I I I I I I I I J_ EXISTG CMU I WALL BELOW 4 — - - - - - - - 1- =_ •• d / NEW CMU 6" COC SLAB W/ #4 @ 10" -L I a ° I a �^ I 1 WALL CTR'D/ EACH WAY TY @ / I I I �QELOW SLA OUTSIDE OF CWU WALL / I - / ` (PE PEDICULAR TO iSLAB / �°` e dn. G a SLAB /JOINTS, I \ EXISTG IN SLAB a ° I -d S-6 / SEE 6ET 1 /S-5 C NC BM EXISTG " CONC SLAB ON i ° GRADE, �!T/SLAB EL = 1 a a 1/ 4 -0 (FIELD VERIFY) +10 I _ =d a 1 ° / NEW CMU WALL BELOW °.I= -a`a MAT '1�1 04, .e. 4" CONCRETE/ SLAB ON GRAD W/ WWF 6x6 - W1.4 Tic W1.4 ON VAP R BARRIER ON T -1 OY4" I i ! rd N ` COMPACTED FILL. T/SLAB +10'-0" (TO �- YP MATCH T/ XISTG SLAB EL \� I FYHZTG CMUI U ,/ / -a• - -- ° / / e / WALL BELOW /< HAT H INDICATES ON.0 FILL / `�_ d ON/ EXISTG DROPP D SL�CB� T CONC FILL TO ATCH /EXISTG 4" SLAB & T/NEW LAB EL. UNDER EXISTG CONC 4 SLAB FILL W/ OMPACTED / 4 "d/ GRADE / as ,/Q�.. _ MT 4/ \ \ - i.- ° - EXISTG 18"0 rG' d ° '/- A.- A -'A " `- . CONC COLUMN ° ° ---- _ w--- / NEW CM WALL G / BELOW / / EXISTG 18"0 CONC COLUMN REMOVE EXISTG / CONC CURB 1of-of) ➢ / / ��\ EW -j- 18"0 18" 0 CONC OLUMN TYP LION, CONC CURB, SEE ARCH S�6 8y' \� �� AS EXISTG o FOR DIMENSIONS NOT / SHOWN / FIRST FLOOR PLAN - SCALE: '/4" = 1'-0" NOTES: 1) ELEVATIONS ARE BASED UPON ACTUAL ELEVATIONS, FIELD VERIFY TOP OF EXISTG SLAB EL AS SHOWN. 2) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S-4. 3) VERIFY ALL EXISTG CONDITIONS AND DIMENSIONS ARE CORRECT AS SHOWN BEFORE FABRICATION OR CONSTRUCTION. / 7 MAINTAIN OUTSIDE EDGE OF SLAB 0 EL +9'-9" ..�N TYP (SLOPE AS REQ'D) 4 X77- / / / I r � S\6 McVEIGH&AANGUM ENGINEERING-1NC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail a McVeighMangum.com Eng. of Record: H. Carrington McVeigh License No.: 30692 0 U z O U O DRAWING LL 0 w 4" a w S-2� J W 0 F ��� 0 0 N O 0 � W N N e9' 0 A 1h f— os crx LU W .- N N J Lj a — W CL- J set o a co co -a a ,.. W co o 0 W W 3w V W a- .� ... Q 5! }- 4 tt4 Z 0 U— U- 0 U z O U O DRAWING LL 0 w 4" a w S-2� J W 0 F ��� d W > 0 W Ld 00 W LD cc 0 � J rn L Lu _ W X F- W Q O W 2 AC � a O = O O t- z W L� > O Z Z 0 O z � Z Q' O til _ d w Z w W � F- F- LL O s � 0 F- W = V Q W s a J X J W ¢ W F- O Ci W F - Z m O O O m 0 O 0_ ft� m d _ W Q' z O O � W ¢ � m O � m z °C Q o U G3 m W of _ Q � C1 W LL 4_ O V z < O 00 F- vo O OC = W 0- � Z O w LL- -j J Q Q W Z 00 o_ W 0 cc WCL = x LU O W 0 ~ W _O O IY = W 3 W z m O -1 F• J Q U 0 0 Z m d Q W D' Cc 0 ac 0 0 W 0) LL = 0 tij Z D ¢ W F- tp 0 0 0 U O Z U z Z LdL W Q Z w 3 1- z z = W U M a: :D ¢ 0 Z = a a CL U- > > r 0 cc LU 0- 0 0 n - w � � z O ¢ oc� w a- 0 0 Z m Q w W 03 LL w O W L, Z 0 °J w D z Z F- LU z = W ~ ��E— 0) Lf) O Z MZ 3r 0 ¢m L0Q o 0 cl, W) ca 0 a 0 1 N o m 0 O I O L0 OI 0 f 10'-0"I 10'--0" ROOF FRAMING PLAN - SCALE: v, _ 1'-0" 1) 2) 3) 4) 5) FOR SECTIONS AND ELEVATIONS, SEE ARCH. C=-=-1 DENOTES WOOD STUDWALL BELOW. FOR ALL CONVENTIONAL FRAMING NOT DESIGNATED, SEE SCHEDULE ON SHEET S-7. FOR ROOF SHEATHING AND NAILING PATTERNS, SEE SHEET S-7. FOR GENERAL NOTES AND DESIGN CRITERIA, SEE SHEET S-4. REMOVE EXISTING W6x9 LOWER PERIMETER STEEL BEAM AS REQUIRED (SEE ARCH) BY GRINDING OFF ALL WELDS AS TO NOT DAMAGE REMAINING STEEL COLUMNS McUEIGH&IV ANGUM ENGINEERING• INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Pb: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail@McVeighMangum.com Eng, of Record: H. Carrington McVeigh License No.: 30692 I*N AA C 0 0 0 9 4 6 N O O W i c.e eti O F— oa C/7 L O N W[MOM CV . M� C= M a W O � CL- __A � a O O cry to x O cn W Uj o 0 ore C3 a � a e— � LU� U LU W C> C> C C U LLJ J F a .y z /CL V �c LL LL DRAWING S-3 Z 0 U i- 07 Z 0 U m 0 LL 0 w co w J W m 0 F ��� ci W 0 w w co ~ w Ln a_ co co w cc z a- 0 X w Q � w � a� a o Z v L Z w W > o ? z p o Z U < co E Z rr w _ Q_ y z w w p U_ O co o w z M a U) w ir W J x w < w D 0 o ;E w w z m o _ D o M °C o a - o' � w - � Z o U) ¢ D o a_ z ¢ < o o U w _ � y Q � a - w w `r o ( Z < o co U Cr IU a_ � Z o w LL I- f - t in 3 Jp <w z � cc F w o ¢ w a- = X w O w f- x o ~ w � U 0 E o ICOO _ w a:- 3 w z m o < U M p 0 0 z � < w � ¢ o ¢ �n 0 w LL 0 U) Z D < w 0 0 0 U < a C) z ci Z ZC6 CE W U W Z W Z y W U z y Q o a_ LL o U � � w 0 0 ¢ a. w In w Z o < a_ w w U CD z ¢ W U to W O w V) I— W z o w z ¢ w w � z w 7: w ~ r y 3: � Z N z_ 3 Qck� p co U) to 0v 0 N � O 0 DESIGN CRITERIA DESIGN PER 2001 FLORIDA BUILDING CODE, (W/ 2002 & 2003 REVISIONS) UNLESS OTHERWISE NOTED. LIVE LOADS: ROOFS AND CANOPIES: 0 TO 200 SF -------------------------- 20 PSF 201 TO 600 SF -------------------------- 16 PSF OVER 600 SF -------------------------- 14 PSF FLOORS ------------------------------------------------------ 50 PSF CORRIDORS-------------------------------------------------- 80 PSF PARTITION LOAD (DEAD LOAD)----------------------------------- 20 PSF WIND LOADS: BASIC WIND SPEED: (ASCE 7) . . . . .... . .... . . . ............ . . . . . . . 120 MPH MEAN ROOF HEIGHT ------------------------------------------- 22 FT WIND IMPORTANCE FACTOR (CATEGORY Il)-------------------------- 1.0 WIND EXPOSURE C ENCLOSURE CLASSIFICATION --------------------------------- -- ENCLOSED INTERNAL PRESSURE COEFFICIENT- - - - - - - ------------------------- t 0.18 DIRECTIONALITY FACTOR (Kd) ---------------------------------- - 0.85 SHAPE FACTORS-------------------------------------------- PER CODE THIS BUILDING (IS) LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS NOT REQUIRED, SINCE IMPACT RESISTANT SHUTTERS ARE PROVIDED. DESIGN WIND PRESSURES FOR COMPONENTS & CLADDING: WALLS & WALL OPENINGS TRIBUTARY INTERIOR ZONE END ZONE AREA (> 12 ft FROM BLDG CORNER) (< 12 ft FROM BLDG CORNER) 10 sf -37.1 / 34.2 -45.8 / 34.2 100 sf -32.0 / 29.1 -35.5 / 29.1 500 sf -28.4 / 25.5 -28.4 / 25.5 (LINEARLY INTERPOLATE BETWEEN STATED VALUES) PSI CONCRETE (DESIGN PER CURRENT EDITION ACI 318) SLAB ON GRADE---------------------------------------- F'C= 3000 PSI FOOTINGS---------------------------------------------- F'C= 3000 PSI CONCRETE COLUMNS------------------------------------- F'C= 3000 PSI ELEVATED CONCRETE FLOOR SLAB- - - - - - - - - - - - - - - - - - - - - - - - - - - F'C= 3000 PSI ALL OTHER CONCRETE----------------------------------- F'C= 3000 PSI ALL REINFORCING STEEL ASTM A615 GRADE 60 ALL WELDED WIRE FABRIC ASTM A185 CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530) COMPRESSIVE STRENGTH---------------------------------- F'M= 1500 PSI STRUCTURAL STEEL (DESIGN PER CURRENT EDITION AISC), UNLESS OTHERWISE NOTED (UON) MATERIALS SHALL BE AS FOLLOWS: W -SHAPES ....................................... ASTM 992, Fy=50 KSI OTHER SHAPES & PLATES--------------------------- ASTM A36, Fy=36 KSI HSS SQUARE & RECTANGULAR SHAPES - - - - - - - - - ASTM A500 GRADE B, Fy=46 KSI HSS ROUND SHAPES - - - - - - - - -- - - - - - - - - - - - - - ASTM A500 GRADE B, Fy=42 KSI STEEL PIPES ............................... ASTM A53 GRADE B, Fy=35 KSI WELDING ELECTRODES ........................ AWS A5.1 OR A5.5 SERIES E70 HIGH-STRENGTH BOLTS _ _________________________________3/a0 ASTM A325 ANCHOR RODS ...................................GRADE 36 ASTM F1554 WELDED STUDS ____________________________________________ ASTM A108 DEFORMED BARS___________________________________________ ASTM A496 PAINT & PROTECTION.....................................SSPC PAINT 25 TIMBER (DESIGN PER CURRENT EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION) STRUCTURAL LUMBER - ----------------------------- -NO. 2 SOUTHERN PINE GLULAM --------------------------------------------- - F'B= 2400 PSI F'V= 165 PSI SOIL BEARING (DESIGN MAXIMUM) - ------------------------------- - 2500 PSF GENERAL NOTES CONCRETE UNLESS OTHERWISE NOTED (LION) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS " COLUMNS AND PEDESTALS (OVER VERTICAL REINF).................................................. 2" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER) .............................. 2" BEAMS (OVER MAIN REINFORCING)........................................................................... 11/2" SLABS ON GRADE...................................................................................... 2" FROM TOP ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING THE PLACING OF THE CONCRETE. UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELDED WIRE FABRIC ........................................... WIRE SPACING PLUS 6" REINFORCING BARS .............................................. 40 BAR DIAMETERS ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, UNLESS OTHERWISE NOTED. DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, UNLESS OTHERWISE NOTED. DOWELS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL NOT BE PUSHED INTO THE CONCRETE. PROVIDE 3/a" CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALL, ETC. MASONRY ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90, TYPE II HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C476 AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL WITH 1-#5 AT: - EACH CORNER, WALL ENDS, WALL INTERSECTIONS - EACH SIDE OF CONTROL JOINTS AND - AT A MAXIMUM SPACING OF 4'-0" OC, LION - AT BEAM & JOIST GIRDER BEARING LOCATIONS ADD REINFORCING AS SFOWN IN PLAN. LAP VERTICAL BARS 48 DIAMETERS. LAPPED BARS SHALL BE SECURED WITH WIRE TIES OR OTHER MEANS TO ENSURE THAT THE BAR IS NOT DISPLACED DURING GROUT PLACEMENT OUTSIDE THE TOLERANCES ESTABLISHED BY ACI 530. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPEC =D AND APPROVED. FILL ALL CELLS BELOW FINISHED GRADE. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC VERTICALLY, UON. IN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS A13OVE & BELOW OPENINGS, EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. PROVIDI= HORIZONTAL JOINT REINFORCEMENT IN PARAPETS AND FREE STANDING WALLS & 8" OC VERTICALLY. LAP JOINT REINFORCEMENT 6" MINIMUM. SEE ARCHITECTURAL DRAWING FOR EXPANSION OR CONTROL JOINTS. IF NOT SHOWN, LOCATE VERTICAL CONTROL JOINTS AT 25'-0" OC MAXIMUM, BUT NOT LESS THAN 2'-0" FROM A JOIST OR BEAM BEARING PLATE. AT BUILDING CORNERS, PROVIDE ONE JOINT IN ONE OF THE TWO WALL SIDES NO MORE THAN 5'-0" FROM THE BUILDING CORNER. PROVIDE SPACERS TO HOLD BARS IN PLACE FOR BARS SPECIFIED TO BE EACH FACE. MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530-99 QUALITY ASSURANCE LEVEL 2 FOUNDATIONS IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO TWO (2) HORIZONTAL. STEEL ALL BOLTS SHALL BE SNUG TIGHT (AS DEFINED BY AISC) UON. UNLESS OTHERWISE NOTED, BEAM -TO -BEAM AND BEAM -TO -COLUMN CONNECTIONS SHALL BE AS SHOWN IN DETAIL 5/S-7. MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO SECTION J2 AISC SPECIFICATIONS EVEN THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR STRUCTURAL DRAWINGS. ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTUR STRUCTURAL DRAWINGS, BUT NOT SIZED, SHALL BE A MINIMUM OF: 3/16 2-12 3/16 2-12 AL OR CLIPS, CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSON STRONG -TIE CONNECTORS, UON. FASTENERS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THE LOAD VALUES OF THE SUBSTITUTED FASTENER FOR GROUP II WOOD SPECIES EQUALS OR EXCEEDS THE SPECIFIED FASTENER. NAILING OF ALL MEMBERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. SEE CODE FOR TABLE. ALL SLEEPERS AND SILLS SHALL BE MADE OF PRESSURE TREATED WOOD. AT OPENINGS 6' OR LESS PROVIDE ONE STUD UNDER HEADER. AT OPENINGS OVER 6' PROVIDE 2 STUDS UNDER HEADER. STUDS FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE NUMBER OF STUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDS ARE INTERRUPTED BY THE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE OF THE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER). SILL PLATE BOLT AND ANCHOR BOLT WASHERS SHALL BE '/8 "x2%2" AT BEARING LOCATIONS WITH UPLIFT. WOOD (CONT.) ROOF SHEATHING SHALL BE 1/2" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 32/16 SPAN RATING. ROOF DECKING SHALL BE NAILED WITH 8d NAILS AT '/2" DECK AND 10d NAILS AT 5/8" & DECK. SPACE NAILS AT 6" AT SUPPORTED EDGES OF DECK (4" AT EXTERIOR WALLS) AND 12" SPACING AT INTERMEDIATE SUPPORTS. ROOF JOIST SHALL BE LATERALLY SUPPORTED AT THE ENDS BY SOLID BLOCKING OR DIAGONAL STRUTS. SUCH BRIDGING MAY BE OMITTED WHERE END OF JOIST IS NAILED TO A HEADER, BAND JOIST OR TO AN ADJOINING STUD. ALSO PROVIDE SOLID BLOCKING OR DIAGONAL STRUTS AT 8'-0" MAXIMUM SPACING. ALL DOUBLE HEADERS SHALL BE NAILED TOGETHER WITH 16d NAILS STAGGERED AT 16" ON CENTERS 2" FROM TOP AND BOTTOM. HEADERS SHALL BE 2-2x12, UON. HOLES AND NOTCHES MUST BE APPROVED BY THE ENGINEER. IF APPROVED THE NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE-FOURTH THE DEPTH. HOLES BORED FOR PIPE OR CABLE SHALL NOT BE WITHIN THE TOP OR BOTTOM THIRD OF THE JOIST DEPTH AND THE DIAMETER OF SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE JOIST DEPTH NOTCHES FOR PIPES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED ON -SIXTH THE JOIST DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. STRUCTURAL GLUED LAMINATED TIMBER DESIGN PER CURRENT NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION "NDS" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, STANDARD SPECIFICATION FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD, AND AITC 119 BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC). ALL MEMBERS MUST BE MANUFACTURED IN ACCORDANCE WITH THE CURRENT EDITION OF THE U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD PS.56 "STRUCTURAL GLUED LAMINATED TIMBER". STRESS GRADE: SOUTHERN PINE NO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE UNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE. SYP MAY BE SUBSTITUTED FOR SPF. MICROLLAM, PARALLAM AND TIMBERSTRAND BEAMS SHALL BE BY "TRUSS JOIST" OR EQUAL. PRESSURE -TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBER FOR FRAMING. FRAMING MINIMUM GRADE SILL ON FOUNDATION WALLS OR NO. 3 SYP SLAB ON GRADE JOISTS, RAFTERS & HEADERS NO. 2 SYP PLATES, CAPS & BUCKS NO. 2 SYP EXTERIOR STUDS 2x6 SPF ® 16" CONNECT OVER FRAMING (SUCH AS VALLEY TRUSSES) TO MAIN ROOF FRAMING BELOW WITH SIMPSON VTC2 WITH 4-10d NAILS INTO TRUSS AND 5-10d x 1'/2" NAILS INTO OVERFRAMING OR 1'/4"x16 ga TWIST STRAP 0 48" MAX W/4 -10d NAILS EACH END OF STRAP. JOIST HANGERS SHALL BE SIMPSON SERIES LUS, UON. WOOD TRUSSES TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS. ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH ANSI/TP11 "NATIONAL DESIGN STANDARDS FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION". ROOF TRUSS DESIGN CRITERIA LIVE LOAD................................................................. SEE DESIGN CRITERIA THIS SHEET DEADLOAD............................................................... 20 PSF MINIMUM DEAD LOAD -ASPHALT SHINGLES ............... 10 PSF WIND UPLIFT.............................................................. PER CODE BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. COORDINATE ROOF TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DUCTS, STACKS, PIPES, ETC. TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI-DSB) AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TIB -HIB). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER. TEMPORARY BOTTOM CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM CHORD BRACING SHALL NOT EXCEED 10' SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2x4 LATERAL BRACING CSD 36" UNDER PIGGYBACK TRUSSES. AT TRUSSES REQUIRING WEB BRACING, PROVIDE 2x4 DIAGONAL 0 20' MAX NAILED TO WEBS FROM ROOF TO BOTTOM CHORD. ALL BRACING SHALL BE NAILED WITH 2-16d NAILS TO TRUSSES. SUPPLEMENTARY NOTES PROVIDE ALL TEMPORARY BRACING, SHORING, GU ING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS N PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED. MCVEIGH & MANGUM ENGINEERING, INC OR ANY FIT'S EMPLOYEES SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH E( UIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE AND SITES THAT ARE AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. EMBEDMENT FOR EXPANSION BOLTS SHALL BE 31 4"0 MINIMUM FOR 3/a"0 BOLTS IN CONCRETE, 5'/a" IN GROUTED MASONRY. HILTI KNK BOLT II OR EQUAL. EPDXY GROUT SHALL BE POWER FAST CARTRIDGE SYSTEM BY RAWL, HY150 CARTRIDGE SYSTEM BY HILTI: (HILTI RE500, IF HOLE IS CORED INSTEAD OF DRILLED) OR APPROVED EQUAL, UON. EMBEDMENT SHALL BE 12 BAR DIAMETER MINIMUM, LION. HOLES SHALL BE '/a" LARGER THAN REBAR SIZE AND '/8" LARGER THAN THREADED ROD SIZE. HOLE SHALL BE BRUSHED OUT WITH BOTTLE BRUSH AND THEN BLOWN OUT WITH AIR USING A COMPRESSOR WITH A FUNCTIONAL OIL TRAP. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE FLORIDA. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP OR HAVE BEEN MERELY "RUBBERSTAMPED" SHALL BE RETURNED WITHOUT REVIEW. CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS OR REQUESTED IN WRITING. THE CONTRACTOR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOWLEDGED BY THE ENGINEER. SHOP DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. SPECIFICATIONS CONCRETE WORK SHALL CONFORM TO THE REQUI EMENTS OF ACI 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION). EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. MASONRY CONSTRUCTION AND MATERIALS SHALL 'CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES - ACI 530.1 /ASCE 6" (LATEST EDITION), EXCEPT AS MODIFIED BY REQUIREMENTS OF THE CONTRACT DOCUMENTS. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", AIS "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", AND AWS D1.1" "STRUCTURAL WELDING CODE", EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCU ENTS. FOOTING AND SLAB SUBGRADE PREPARATION SH LL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL REPO fT FOR THE PROJECT PREPARED BY WOLF TECHNOLOGIES, INC (DATED JAN 2, 2004), AND SHALL BE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION. A GEOTECHNICAL TESTING AND INSPECTION FIRM SHALL BE EMPLOYED TO PERFORM A SOIL SURVEY FOR SATISFACTORY SOIL MATERIALS, SAMPLING AND TESTING FOR QUALITY CONTROL AS PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THIS PROJECT. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL TESTING FIRM. lig cVEIGH&MANE M ENGINEERING•INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904) 737-0701 Pax: (904) 636-6770 EB 6330 email: mail Cn),McVeighMangum.com Eng. of Record: H. Carrington McVeigh License No.: 30692 lIi o r 0 0 N o 0 LU I _ N co N 0 c o co LU 0 LU �. N . N moo o a J x — LU o 2 o a 1� 0,CID 0 co L, W 0 CO C> co (1 4 0 LU U ,.• en r .c LU v Uj M ~ 0 � ia z O U 0= H co z O U ¢ O DRAWING U_ p w co a w S-4 J LU cr i !� t t _ _0 ca Uj co Q w ,e� �■ � z O U 0= H co z O U ¢ O DRAWING U_ p w co a w S-4 J LU cr i 0 W CC 0 W FW-- C13 W LD 0 J a. co co W z 11- 0 x i W Q W 0 cc a_ ¢ o = U O L F z W w > O = z 0 o = U a � z O W co z W W 0 LL o 0 co W V) 0 U) W w n- J X J W ¢ W 0 o W z m 0 U 0 0 0 a_ W C z 0 O H W ¢ U)cc D O > a - z °C Q 0 U o co W CL Q W lL (L 0 U„ = < 0 U_ m W ilf = W O � L- cc V) 3 J () Q W Z r„ W 0 oc W a- x _— W W o = 0 ~ W Cr O F Ckf� w z m o Q U _ U o O O z ac § a_ QW CK cc 0 CC V) 0 � W ca O = Ld ¢ W m 0 U ¢ U z v z ca — z a w U Z: W z = w U :2 cc D ¢ z = Q 0 0- U- 0 - W0 U m � W CL O O cc °_ L o W = 0 � W w U 0 z cc ¢ W W co U —> LL 0� 0 o w z cc w F D CO r W C� w ~ 3 CO vii in 0 to z g r,- Q °� a o � �L o � 0 0 ca N O O SAW CUT JOINT. CUT BETWEEN 4 & 12 HOURS AFTER CONC IS PLACED. '/8" CONTROL JOINT N v o a d -- a` d d d .a NO 1» CONT VAPOR MIN BARRIER, TYP --STOP REINF EACH SIDE OF JOINT STEEL KEY TONGUE & GROOVE JOINT FORM V2" dti -dd " U d- - d BREAK BOND W/ CURING COMPOUND PREMOULDED EXP JOINT MATERIAL CRACK CONTROL JOINT CONSTRUCTION JOINT EXPANSION JOINT AT WALL (CCJ) (CJ) (EJ) TYPICAL SLAB ON GRADE JOINTS NOTE: USE CONSTRUCTION JOINT INSTEAD OF CRACK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR WHERE CALLED FOR ON PLAN. DETAIL 1 SCALE: NTS S-5 T FTG EL MATCH EXISTING *ADD (3) #5x2' CTR'D. DRILL & EP GROUT (8" MIN.) I EXISTING I EXISTING NEW * CORE HOLE Y4"O LARGER WALL WALL THAN BAR DIAMETER AND FILL WITH EPDXY GROUT. EPDXY GROUT SHALL BE POWER FAST CARTRIDGE SYSTEM BY HILTI OR EQUAL. APPLY IN ACCORDANCE WITH MANUF. PRINTED INSTRUCTIONS. CONC SLAB, SEE PLAN SLAB REINF, SEE PLAN z — Q J a w w U) EXTERIOR GRADE, SEE CIVIL 0 I 3—#5 CONT W/ #3 036" TRANSV CMU WALL REINF, SEE GEN NOTES OT REINF, FG DETAIL) SECTION 5 SCALE- 3/4" = 1'-0" S-5 A CONT #4, SEE PLAN WWF, SEE PLAN T/SLAB E SEE PLAN zi Q J 1Z wl w U) T/EXISTG FTG EL, SEE PLAN 2 "S" STEPS ^TO^BE MADE IF r%E—W U TYPICAL STEP IN WALL FOOTING DETAI SCALE: NTS 18"0 EXISTG CONC COL CMU WALL REINF, SEE GEN NOTES NOTE: ALL WALLS ARE TO BE BRACED NEW 8" CMU WALL, DURING CONSTRUCTION AFTER SEE PLAN WALL HEIGHT EXCEEDS 2'-0" FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT T/NEW FTG EL. SEE PLAN —DOWELS SAME AS VERT REINF, SEE GEN NOTES "CON T FTG, SEE PLAN SECTION 9 SCALE: NTS S-5 SECTION SCALE: NTS SEE SECTION 9/S-5, SIM 2'-0" N SEE BCH ED E2 SECTION 3 S-5 SCALE: NTS S-5 NOTE: ALL WALLS ARE TO BE BRACED T FTG EL T FTG 'EL SEE PLAN SEE PLAN NOTE: FOR PIPES RUNNING PARALLEL TO STRIP FTGS, FTG DEPTH & PIPE LOCATION SHALL BE COORDINATED SO THAT THE PIPE ISN T WITHIN FTG LOAD DISTRIBUTION INFLUENCE LINE AS ILLUSTRATED. ii TYP PIPE PARALLEL TO WALL DETAIL DURING CONSTRUCTION AFTER WALL HEIGHT EXCEEDS 2'-0" FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT 18„ 6—#6 EQ SPA w/ #3 TIES © 12" CMU WALL REINF, FULL HEIGHT SEE 'GEN NOTES ¢ z NEW 8" CMU WALL, —' 4 SEE PLAN a - V) w � w Q v T/FTG EL, - SEE PLAN CONC BI 4—#6 C( DRILL & EPDXY GROUT FTG REINF, `j 4—#6 C( DWLS (8" MIN) INTO SEE SCHED FTG SIZE, SEE SCHED #3 TIES (SEE SE EXISTING FTG AS REQ'D w (SEE GENERAL NOTES) V) 6 SECTION —5 SCALE: NTS S-5 18"0 SEE PLAN CONC COL z 8 Q CONC CURB QS -5 a_ r7Tr J w D_ w SCALE: NTS o 00 alp. 111/2" COMPRESSIBLE MATERIAL AROUND PIPE OR PROVIDE PIPE SLEEVE, TYP _ NO PIPE TO BE PLACED WITHIN FOOTING AT EXISTING PIPES WRAP W/ 2" STYROFOAM OR SLICE A 0j Q - PVC PIPE 2"0 LARGER & �t � PLACE AROUND PIPE (SEAL SLIT W/ DUCT TAPE). 9" MN —CONCRETE CONCRETE FILL IS TO BE PLACED BEFORE FOOTING IS POURED AND TO BE THE SAME WIDTH AS FTG, POUR FULL WIDTH OF PIPE TRENCH TYP PIPE PENETRATION THRU WALL SECTION 8 SCALE: NTS S-5 w T SLAB EL, SEE PLAN I —'T o `- 1___L__i-_1__L__I__1__L__t__1__L__ 5-6" WHEN L EXCEEDS 8'-0" WHEN L EXCEE S 8'— C #6 a 14 19—#3 TIES @ 6" #3 TIES @ 12" 12—#3 TIES @ 4" TYP UON EXTEND AS FAR 1'-4' AS POSSIBLE INTO COLUMN CMU WALL REINF, 'L' SEE GEN NOTES CONC BEAM, 1 NEW 8" CMU WALL, 1— #4 EA CORNER SEE PLAN w/ #3 TIES Q 12" SECTION (2) SCALE: NTS S-5 T/SLAB EL, SEE PLAN McVEIGI-I&MA.NGJM ENGINEERING•INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fix: (904) 636-6770 EB 6330 email: mail(a McVcighMangum.com Eng. of Record: H. Carrington McVeigh License No.: 30692 a o CIA a 0 W co .cr Q co COD O D W4 uj W � N o J LjL_ W S — ,_._ �ME � a 1� CJ, ca v � co y AJ_0 W Go �r C) n W W 3 U ■e• ® F-• a� W <J W _j U Q yt.vS - ru CO 0 V L.!_1 CO _ 0 s -- U co Z 0 U 0 DRAWING a ® W S-5 i 0 F �" w tY cn o- -' FILL ALL CELLS WITH VERTICAL REINFORCING SOLI w l- 0 SEE PLAN & SECTIONS z Irja Q N O 4 m Q — N S-7 EXSTG 2x STUDS w/ WALL SHEATHING c (SHEATHING NOT SHOWN). REMOVE EXISTING JOINT REINFORCEMENT SHEATHING AND REPLACE ML Y2" OSB (OR PLYWOOD) SHEATHING. PROVIDE _ — W AT ALL EDGES w/ 8d NAILS @ 3" SPA AND 8d AT 16" O.C. , UON NAILS @ 12" SPA AT INTERMEDIATE PLAN SUPPORTS. w DWLS. TO MATCH NG x EXIST/—WALLI END ~o COLUMN VERT. REINF. NOTES: (TYP. U.N.O.) W z J Q• CLEANOUT HOLE 1). 5' MAX IF LOW LIFT GROUTING IS USED. S REQUIRED 2). IF HIGH LIFT GROUTING IS USED, FOOTING REINFORCING SHALL BE FULL HEIGHT SEE PLAN ZZ.. AND A CLEANOUT HOLE IS REQUIRED ra � AT CELLS WITH REBAR. GROUT SHALL WALL SECTION BE PLACED IN 5' LIFTS TO PREVENT v BLOWOUTS. 3). LAP EQUALS 48 BAR DIAMETERS. TYPICAL REINFORCED MASONRY WALL TYP WALL REINF SEE GENERAL NOTES TYP WALL REINF SEE GENERAL NOTES 0 El o= o El 2 CORNER INTERSECTION END NOTE: FOR SECTIONS @ 2ND FLOOR HOLLOW CORE SLAB NOT SHOWN ON STEEL BEAM FOR CLARITY. TYPICAL CMU REINF @ CORNER INTERSECTION AND END » SEALANT TYP. V2 BOTH FACES--\PRE—FORMED NEOPRENE: GASKET % FULL HEIGHT OF WALL TYPICAL VERTICAL REINF EACH SIDE OF JOINT Q CONTROL JOINT NOTE: TRUSS TYPE JOINT REINFORCEMENT SHALL BE STOPPED EACH SDE OF JOINT. BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONTROL JOINT. CMU CONTROL JOINT DETAIL 1 SCALE: NTS S-6 GRIND OR REMOVE EXISTG CURB, AS REQ'D CONC FILL @ NEW CONC SLAB, RECESS, SEE PLAN SEE PLAN SEE PLAN WWF, SEE PLAN T SLAB E = SEE PLAN - -- =1 1 11 11=1 11=1 I I -I I I-1 I 1=1 I I z w SIV -ISI EXISTG CONC I -I SLAB, SEE PLAN -I I V EXISTG EDGE SLAB BEAM SECTION 4 SCALE: NTS S-6 ANCHOR BOLT, SEE SCHEDULE ON SHT S-7 NEW CONC SLAB W/ WWF, SEE PLAN -III=III-III\_1I-I I I -I (I- wz III -I I 1=1 I 1=1 51111=1 I I COMPACTED FI LL NEW 8" CMU WALL, SEE PLAN SEE PLAN SECTION 7 SCALE: NTS S-6 W Q U 11 COMPACTED FILL 2x STUD WALL, SEE GEN NOTES V) 0 T SLAB E SEE PLAN NEW CONC BEAM W/ 4—#4 T&B & #3 TIES • @ 12" CONC FILL @ RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN COMPACTED FI LL NEW 8" CMU WALL, SEE PLAN SECTION SCALE: NTS ANCHOR BOLT, SEE SCHEDULE ON SHT S-7 NEW CONC SLAB W/ WWF, SEE PLAN I _ I I I 1=1 11= =1 I -III -I I -I I --I W z U)CL 111.x,111,; 111; ;11 COMPACTED FILL NEW 8" CMU WALL, SEE PLAN SECTION SCALE: NTS EXISTG 18"0 CONC COL 18"0 CONCRETE COL BEYOND I — NEW IN SLAB CONC BEAM, SEE 10/S-5 SIM T/SLAB E I SEE PLAN DRILL & EPDXY GROUT EXISTG IN SLAB #6 BARS INTO EXISTING CONC BM I CONC COL PER GENERAL NOTES SEE PLAN wz W Q 05 d - SECTION 2 SCALE: NTS S-6 * CORE HOLE Y4"O LARGER THAN BAR DIAMETER AND FILL WITH EPDXY GROUT. REMOVE EXISTG EPDXY GROUT SHALL BE CURB AS REQ'D POWER FAST CARTRIDGE SYSTEM BY HILTI OR EQUAL. APPLY IN ACCORDANCE WITH MANUF. PRINTED INSTRUCTIONS. VARIES EXISTG EDGE SLAB BEAM T SLAB E SEE PLAN NEW CONC BEAM W/ 2—#4 T&B & #3 TIES @ 12". *DRILL AND EPDXY #4 BARS INTO EXISTG BEAM CONC FILL @ RECESS, SEE PLAN �I EXISTG CONC SLAB, SEE PLAN EXISTG EDGE SLAB BEAM SLAB REINF, SEE PLAN T SLAB EL " SEE PLAN �.. .d" •_ - n' 4. #5x1'-6"018" EPDXIED 8" 10" INTO EXISTG SLAB, —SEE GENERAL NOTES ECTION 3 S ALE: NTS S-6 CORE HOLE Y4"0 LARGER THAN BAR DIAMETER AND FILL WITH EPDXY GROUT. EPDXY GROUT SHALL BE REMOVE EXISTG POWER FAST CARTRIDGE CURB AS REQ'D SYSTEM BY HILTI OR EQUAL. APPLY IN ACCORDANCE WITH CONC FILL @ MANUF. PRINTED RECESS, SEE PLAN INSTRUCTIONS. wQ T/SLAB EL, ' �— SEE PLAN EXISTG EDGE —� SLAB BEAM SECTION 6 SCALE: NTS S-6 5 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING EXISTING DBL— S-6 SHEATHING AND REPLACE WITH MIN Y2" OSB 2x TOP PLATE (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING EXISTING ROOF AT ALL EDGES w/ 8d NAILS @ 3" SPA AND 8d SHEATHING NAILS @ 12" SPA AT INTERMEDIATE SUPPORTS. EXISTING DBL 2—SIMPSON MSTA30 2x TOP PLATE I w/ 8-10d NAILS (4 EA SIDE) INTO 3-2x END COL EXISTING 3-2x END WALL COLUMN 14 GA x 2" WIDE STRAP WRAP OVER BEAM AND WELD TO EA PLATE AS SHOWN 2x STUD WALL B/NEW WOOD BEAM, SEE GEN NOTES EL 18'-2" (FIELD VERIFY) 3�2 22 Wz 3/12V 2 U) _j EXISTING NEW 5Y2%3Y2" TIMBER a_ TRUSS BEYOND NEW PL Y4x4x4 EA SIDE OF STRAND (1.3E) WOOD BEAM T SLAB EL, EXSTG W8x10 NEW WOOD BEAM ►� SEE PLAN w/ 2x PLATE NEW CONC PIER, SEE PLAN 0 �1 6 2 I 3/6 2 EXSTG CONC SLAB • AND CMU WALL BELOW, SEE PLAN NOTE: CUT & REMOVE EXISTING 2x STUDS AT ELEVATION NEW CONC BEAM AS REQ'D OR REPLACE EXISTING _ 3EE PLAN W/ 2—#4 T&B & STUDS WITH 2x4 SPF STUDS @ 16" #3 TIES @ 12" (SEE NAILING SCHEDULE) REMOVE EXISTING CMU WALL TO FOOTING AND EXTEND CONC PIER TO EXISTING FOOTING BELOW 2'_ 4„ EXISTING FOOTING w U NEW CONC BEAM W/ 2—#4 T&B & #3 TIES @ 12". *DRILL AND EPDXY #4 BARS x 48" LG @ INTERSECTION OF EXISTG BEAM Irja Q N O 4 11 — N w U NEW CONC BEAM W/ 2—#4 T&B & #3 TIES @ 12". *DRILL AND EPDXY #4 BARS x 48" LG @ INTERSECTION OF EXISTG BEAM N 4„ 00* 8 SEE P S_6 SECTION 9 SCALE: NTS �-6 2„ 5" MIN —EPDXY 6—%"0 THREADED ROD x 0'-5" MIN EMB LENGTH @ EQ SPA — EPDXY w/ SIMPSON "SET" HIGH STRENGTH EPDXY — FOLLOW ALL MANUF INSTRUCT. -----SIMPSON MSTCM40 w/ 27-16d NAILS & 14—Y4%2Y4" TI TEN SCREWS INTO CONCRETE PIER 4—#6 VERT BAR CTR'D IN WALL, SPLICE w/ EA #7 DOWEL BAR BELOW. —#5 CTR'D @ 12" VERT & #5 CTR'D @ 12" HORIZ. SPLICE VERT BARS 40 BAR DIA WITH DOWELS BELOW. —4—#7 DOWEL BAR CTR'D IN WALL, 2 EA END — EPDXY INTO EXISTING FOOTING. (SEE GEN NOTES) —EPDXY #5 DOWELS x 0'-5" EMB LGTH @ 12" SPA J®® MCVEIGH&MA NGUM ENGTNEERTNG•INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Pb: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail@McVeighMangum.com Eng. of Record: H. Carrington McVeigh License No.: 30692 Irja Q N O 11 — N S-7 EXSTG 2x STUDS w/ WALL SHEATHING c (SHEATHING NOT SHOWN). REMOVE EXISTING LU N N SHEATHING AND REPLACE WITH MIN Y2" OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING — W AT ALL EDGES w/ 8d NAILS @ 3" SPA AND 8d s — NAILS @ 12" SPA AT INTERMEDIATE SUPPORTS. NG x EXIST/—WALLI END COLUMN N 4„ 00* 8 SEE P S_6 SECTION 9 SCALE: NTS �-6 2„ 5" MIN —EPDXY 6—%"0 THREADED ROD x 0'-5" MIN EMB LENGTH @ EQ SPA — EPDXY w/ SIMPSON "SET" HIGH STRENGTH EPDXY — FOLLOW ALL MANUF INSTRUCT. -----SIMPSON MSTCM40 w/ 27-16d NAILS & 14—Y4%2Y4" TI TEN SCREWS INTO CONCRETE PIER 4—#6 VERT BAR CTR'D IN WALL, SPLICE w/ EA #7 DOWEL BAR BELOW. —#5 CTR'D @ 12" VERT & #5 CTR'D @ 12" HORIZ. SPLICE VERT BARS 40 BAR DIA WITH DOWELS BELOW. —4—#7 DOWEL BAR CTR'D IN WALL, 2 EA END — EPDXY INTO EXISTING FOOTING. (SEE GEN NOTES) —EPDXY #5 DOWELS x 0'-5" EMB LGTH @ 12" SPA J®® MCVEIGH&MA NGUM ENGTNEERTNG•INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Pb: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail@McVeighMangum.com Eng. of Record: H. Carrington McVeigh License No.: 30692 Z 0 U co Z 0 0 DRAWING0 0 W Uj —6 w cc Irja Q N O — N CIA c G� v L LU N N I� C.� a — W o s — 0 E<> 0 W Q• L, 0 c 00 ZZ.. ra � v W o � W � U W m F•-• � W 4� p �.0 U cs -� 0 tw 0 M U iSs co F— LLI co M O_ F 0 W co Z 0 U co Z 0 0 DRAWING0 0 W Uj —6 w cc O w o w t� w mCC o �- � J tl � LU LU z o x �= w Q o w W � a o Z 0 � F w w o Z z o o 0 a z !Y � W _ d � z w W � U_ o 00 co2 G W XJ X J W Q W 2 H 0 ';--i - of 3 w z m o _ 0 _ � o o � 0 a of m _ W Z o o � W Q Z) o r z °C Q o U o w W Of _ CL_ W w oc� o CL Z a o s � = w 0- Z Uj o W� CC cn 3 0 w z 0„ Go (ifw 0 0C W 0' s X w o w= 1 NAILING SCHEDULE O0 CONNECTION NAIL NUMBER OR SPACING BAND JOIST TO SILL OR TOP PLATE, TOE NAIL 8d 3 6" O.C. JOIST TO BAND JOIST, FACE NAIL 16d COMMON 3 JOIST TO SILL OR GIRDER, TOE NAIL 8d COMMON 3 BRIDGING TO JOIST, TOE NAIL EACH END 8d COMMON 2 LEDGER STRIP 16d COMMON 3 AT EACH JOIST 1x6 OR LESS SUB FLOOR TO EACH JOIST, FACE NAIL 8d COMMON 2 OVER 1x6 SUB FLOOR TO EACH JOIST, FACE NAIL 8d COMMON 3 2 -INCH SUB FLOOR TO JOIST GIRDER, BLIND AND FACE NAIL 16d COMMON 2 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON 16" O.C. TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 DOUBLED STUDS, FACE NAIL 1 O COMMON 24" O.C. DOUBLED TOP PLATES, FACE NAIL 16d COMMON 16" O.C. DOUBLED TOP PLATE LAP, FACE NAIL - 8-16d COMMON TOP PLATES, INTERSECTIONS FACE NAIL - 2-16d OR 3-10d s COMMON CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG °° O o � EACH EDGE CEILING JOISTS TO PLATE, TOF NAIL 8d COMMON 3 CONTINUOUS HEADER TO STUD, TOE NAIL 8d COMMON 3 CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL - 0 3-16d OR 4-10d W 3c c> ua .- -■K W COMMON CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL - 3-16d OR 4-10d U LJ COMMON RAFTER TO PLATE, TOE NAIL 8d COMMON 3 1 -INCH BRACE TO EACH STUD AND PLATE, FACE NAIL 8d COMMON 2 1x8 OR LESS SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 2 OVER 1x8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 3 BUILT-UP CORNER STUDS 16d COMMON 24" O.C. BUILT-UP GIRDERS AND BEAMS, OF THREE MEMBERS 20d COMMON 32" O.C. AT TOP AND BOTTOM AND STAGGERED COZ 2 ENDS AND AT EACH 0 SPLICE 2 -INCH PLANKS 16d COMMON 2 EACH BEARING STUDS TO SOLE PLATE, END NAIL 16d COMMON 2 EACH END Uj O0 PRE-ENGINEERED TRUSS OR- OR STUD POST PLATE/FDN ROOF JOIST, SEE PLAN 4-8d 3 4-8d m o 2x6 PT CONT RW/ 1/2" ANCHOR Q 5/8"0 MIN BOLTS © 24"0 (ALTERNATE SIDES) �o x 8 12'-0" z 0 � 2 Qw 14'-0" 2-H8 o 2 T STEEL EL co W SEE PLAN 0 00 0 0 M. w z a W s W CLIP, SEE SCHEDULE 2/S-7 SECTION K6 U a SCALE: 1" = 1'-0" S-7 d z U Z z � w U CLIP, SEE W " SCHED LE 2/S-7 a z = Q 0 — U_ T/STL BEAM EL +21'-10'/2" � w 0 0 CC Ck- CAP R 8x8x3/4 Lj W6x20 COL, TYP 0 � W - � U z Uj W6x9, TYP -> U- R 6x6x'/2 w/ 12" z STIFFENER WELD TO COL w CC � Z � W Z 00 rte', z 3 In �;: a CC 0 � 0 o� N F- ~ �O v C' \ N 0 SEE ARCH 2x6 PT CONT R W/ '/2" ANCHOR BOLTS Q 24"0 (ALTERNATE SIDES) BEAM, SEE PLAN B/STL BEAM EL 17'-3" TOP OF CONC I EL 16'-8" TS 8x8x'/4 x 3'-0" LG NO PAINT GROUT STEEL COL PLACE w/ POURABLE GROUT 18"0 CONC COL SECTION SCALE: NTS S-7 ROOF SHEATHIN 2 LOCATION ROOF TRUSS FASTENER SCHEDULE UPLIFT <455# <910# <1750#(4) <4455#(2) <8910#(2) TOP PLATE CLIP AT EXT. WALLS & INT. WALLS w/ ROOF BEARING (4) SILL PLATE TO FOUNDATION SLAB OR CMU WALLS (3) (5) ASTENER (.1) 1-H3 2-H3 1-LTT20B (NAILED) 1-MTT28B (NAILED) 2-MTT28B (NAILED) SPH 0 32" OR USP TPP @ 32" O.C. 1/2"0 A. BOLT W/2x2x'/8" R WASHER OR MAS © 32" CONNECTION TRUSS/RAFTER SCHEDULE OR STUD POST PLATE/FDN CLIP 4-8d 4-8d 4-8d 4-8d 10-16d '/2 "0 MIN 24-16d 5/8"0 MIN 24-16d 5/8 "0 MIN 12-1Odx11/2 - 10-8d - NOTES: 1). ALL CONNECTORS LISTED ARE SIMPSON STRONG -TIE, UON. OTHER MANUFACTURERS MAY BE SUBSTITUTED. NAIL SIZE AND NUMBER SHALL BE IN ACCORDANCE WITH MANUFACTURE'S CATALOG. ROOF TRUSS CLIPS SHALL BE SELECTED TO PROVIDE THE UPLIFT RESISTANCE SHOWN ON THE ROOF TRUSS SHOP DRAWINGS. 2). AT INTERIOR WALLS, V "0 EXPANSION BOLTS MAY BE SUBSTITUTED. AT EXTERIOR WALLS, 1/2"0 THREADED RODS EPDXIED INTO THE SLAB MAY BE SUBSTITUTED. ---2X ROOF FRAMING, SEE PLAN CLIP, SEE SCHEDULE 2/'S-7 SIMPSON SPH @ 16" DBL 2x TOP PLATE PL 1-0 STUD CLIP 2x4 STUD Com? 16" DBL 2x SILL PLATE EXISTING ROOF, T STEEL EL SHEATHING SEE PLAN EXISTING ROOF FRAMING MEMBER 16 GA TWIST STRAP w/4 -10d NAILS EA END INTO EXISTING ROOF MEMBER EXISTING ROOF BEAM CONV FRAMING, SEE PLAN - SECTION 7 SCALE: 1'/2" = 1'-0" S-7 EXISTING ROOF SHEATHING EXISTING DBL 2x ROOF FRAMING MEMBER SECTION SCALE: 11/2" = 1'-0" NEW ROOF SHEATHING CONT 2x PLATE SIMPSON H3 CLIP ROOF MEMBER, SEE PLAN SIMPSON CS20 STRAP w/ 7-10d NAILS EA END OF STRAP (4-TYP) r ANEW ROOFGLULAM BEAM, SEE PLAN FRAMING MEMBER -EXISTING ROOF SHEATHING 16 GA TWIST STRAP w/ 4-10d NAILS EA END INTO EXISTING ROOF MEMBER 9 S -7 ,i 3 CONVENTIONAL ROOF FRAMING. SCHEDULE FRAMING (AT 24" O.C. MAX) MAXIMUM SPAN CLIP f STRAP 2 x 4 7'-0" H3, H5 OR TS9 2 x 6 9'-6" 2-H3, 2-H5 OR TS12 2 x 8 12'-0" 2-H3, 2-H5 OR 2-TS9 2 x 10 14'-0" 2-H8 OR 2-TS9 2 x 12 17'-0" 2-H8 OR 2-TS12 NOTES: 1) USE THIS SCHEDULE FOR AREAS NOT FRAMED WITH ROOF TRUSSES. 2) ALL CONNECTORS LISTED ARE SIMPSON STRONG -TIE GYPSUM BOARD OR PLYWOOD PANEL NAIL SPACING AT SUPPORTED EDGES, SEE NOTES OR SCHED DBL TOP PLATE EDGE OF SHEARWALL OR DECKING PANEL EDGE BLOCKING PROVIDED m -1 . - STUDS, ROOF TRUSSES, OR FLOOR JOISTS NAILING TO INTERMEDIATE SUPPORT IS 12" OC MAX, UON UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDE BLOCKING IF REQ'D BY NOTES OR SCHEDULE. NOTE: ROOF SHEATHING SHALL BE STAGGERED AS SHOWN WITH LONG DIRECTION OF PLYWOOD TRANSVERSE TO TRUSSES OR JOISTS. NAILING REQUIREMENTS FOR ROOF DECK & SHEARWALL DETAIL 4 SCALE: NTS S- 7 CONT 2x6 ALONG RIDGE 2x4 STUDS © 24" 2x12 BLOCKING EA END AND © Y3 PTS OF GLULAM SECTION to SCALE: NTS S-7 ROOF SHEATHING CLIP, SEE SCHED -ROOF MEMBER, SEE PLAN THREAD RO SIMPSON SPI-! SEE SECT 9/S- @ 16" TOP PL TO STUD CLIP 20# FELT PAPE SIMPSON CS20 CONT BETW WOOD STRAP FROM TOP OF CONC WAl STUD TO GLULAM GLULAM BEAM, SEE PLAN EXISTING ROOF SIMPSON MSTCM SHEATHING SIMPSON CS20 STRAP @ 4' MAX w/ 7-10d NAILS EA END (TYP) EXISTING 2-2x12 ROOF MEMBER 4" ELEVATION 2/2 2'/2 " TYP SECTION A -A CONNECTION ANGLES CONN TYPE LOAD SIZE LENGTH MINIMUM BEAM SIZE 4 49K L4x33/2x5/16 113/2 W18, W16 3 39 K L4x3'/2 x 5/16 81/2 " C, W14, C15, W12, C12 2 29 K 1_401/2 x 5/16 51/2 " C, W10, C10, W8, C8 1 12 K L6x4x3/8 2'/2" C6, WT NOTES: 1) BOLTS SHALL BE 3/4"0 A325 -N BEARING TYPE. ALLOWABLE BOLT SHEAR = 9.25 K. 2) WELDING MAY BE USED IN LIEU OF BOLTING. WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. 3) USE R 5/16" FOR CONN TO STIFFENER R OR WT. 4) BEAM TO BEAM CONN SHOWN, BEAM TO COL CONN SIMILAR. BEAM TO BEAM & BEAM TO COLUMN CONNECTION DETAIL rT SCALE: NTS S-7 TEAR WALL SHEATHING (STING 2x STUDS )OD BEAM, E SECT 9/S-6 tVALL EL, SECT 9/S-6 VALL REINF, 'EE SECT 9/S-6 'ONC PIER, ;EE PLAN McUEIGH&MANGUM SECTIONE N G I N E E R I N G - I N C 11 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 SCALE: NTS S-7 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail@ McVeighMangum.com Eng. of Record: H. Carrington McVeigh License No.: 30692 0 U Z 0 0 ir 0 DRAWING o w co a w —7 J W — CV -U W .- N N Pay o -. W o � d-- J 0 0 C �C o v � z 0 co W W s 0 °° O o � o 0 W 0 W 3c c> ua .- -■K W <-'> o .s C= = C-> U LJ M = 3 U < a tti - ca w COZ 0 F- Uj ca 0 U Z 0 0 ir 0 DRAWING o w co a w —7 J W Q w W0) t- w m� 0 r O J 00 co w Cr LD x X �= w a o "' CC a o z U O z w o ? z o o z � a � z Ld v W Cl- OD z w w o F- t- LL f O m o = U)cs V) W cc o' a- J X J w a w I -- F- 0 F-0 F- cS w F - z m o _ F x U O w o 0 m w � z C o w °C :D o > 0- z ir a o U o m W _ Q � o_ LL O cn z d O m co U = w � z 0 w °. cc J 0 a F„ z m � m w O pc w °- = X F„ w O = o� L� F- o V L, — r 3 w z in O F Q U U o 0 0 z cc CL Q w cc C1 cn o w 00 0 r U z � a W 0 0 0 U a 4 d � U z 0 — z 0: rr r w U z w z = W U D a z = a O OL LL o r > F- 0 Cc :E w L� 91- 0 0 0 CCCL w a_ Z o a ft� w a U z � Q w W 03 U U_ 0� O w ( t - u_ z O w w �z V) w z= W� Lf) a 3z �z o � — M F- F 0 d. o O `4 \ O m 0 GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. 2. ALL MATERIAL SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL MANUFACTURERS ASSOCIATION. 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR. 4. DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 5. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT i ACCEPTED BY THE OWNER. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING AND OTHER EQUIPMENT A3 REQUIRED. 7. A COMPLETE GROUNDING SYSTEMS ALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS. 8. ALL CUTTING AND PATCHING OF WA LS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELE TRICAL CONTRACTOR. 9. ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT. EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS, OR IN MASONRY WALLS. USE SCHEDULE 40 PVC OUTDOORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE OR BELOW FLOOR SLAB. BRANCH CIRCUITS RATED 30 AMPS OR LESS MAY UTILIZE TYPE MC FLEXIBLE METAL CONDUIT. SUPPORT WITHIN 12" OF ALL CONNECTIONS AND NOT MORE THAN 4'-6" ON CENTER. ALL RACEWAYS (EXCEPT THOSE BELOW SLAB OR GRADE) SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINES. 10. CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHER1hISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED. FEEDERS RATED GREATER THAN 150 AMPERES MAY UTILIZE 75'C COMPACT ALUMINUM CONDUCTORS OF EQUIVALENT AMPACITY, TYPE XHHW OR XHHW-2 INSULATION, EQUIVALENT TO ALCAN SERIES 8000 CONDUCTORS. CONTRACTOR TO VERIFY CONDUIT SIZES REQUIRED FOR ALUMINUM FEEDERS. 11. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN OR THWN AS REQ'D. 12. PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS. 13. PROVIDE A TYPED DIRECTORY IN ALI. PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS. 14. PROVIDE ENGRAVED PHENOLIC NAMEIPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, WHITE LETTERS ON BLACK BACKGROUND. 15. FUSES 0 — 600 AMPS SHALL BE UL. CLASS "RK -1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSSMAN UNLESS NOTED OTHERWISE 16. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START—UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE REQUIRED. 17. PROVIDE SCHEDULE 40 PVC CONDUIT UNDERGROUND FROM TELEPHONE EQUIPMENT ROOM TO CONNECTION POINT AS DIRECTED BY LOCAL TELEPHONE COMPANY. 18. ALL TERMINALS, SPLICING CONNECTORS, LUGS, ETC. SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. 19. THE ELECTRICAL CONTRACTOR SHALL_ BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIA L+ DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). 20. PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS SMOKE STOPPING IS ACCOMPLISHED. 21. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE—RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE STOPPED PER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. USE APPROVED ASSEMBLIES SUCHS THE FOLLOWING: UP TO 1" PENETRA11ONS OF 1, 2, 4 & 4 HOUR GYPSUM WALLS — U.L.#WL1001 UP TO 4" PENETRATIONS OF 1 & 2 HOUR GYPSUM WALLS — U.L.#WL1001 UP TO 4" PENETRATIONS OF 1 & 2, HOUR CONC. OR BLOCK WALLS & FLOORS — U.L.#CAJ1009 UP TO 4" PENETRATIONS OF 3 & 'I HOUR CONC. OR BLOCK WALLS & FLOORS — U.L.#CBJ1020 22. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQ'D BY U.L. COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR TO INSURE THAT THE INTEGRITY OF THE U.L. RATING IS MAINTAINED. 23. WHERE A HOME RUN IS SHOWN THE CIRCUIT SHALL BE INSTALLED IN A DEDICATED CONDUIT, DO NOT COMBINE WITH OTHER CIRCUITS. WHERE A CIRCUIT HOMERUN IS NOT SHOWN, THE CONTRACTOR SHALL COMBINE CIRCUITS AS FOLLOWS: A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN SHARING A COMMON NEUTRAL OR HATH SEPARATE NEUTRALS FOR A MAXIMUM OF TOTAL OF SIX CURRENT CARRYING CONDUCTORS. ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL. 24. ALL DISCONNECTS SHALL BE HEAVY DUTY TYPE. 25, ALL RACEWAYS SHALL BE CONCEALED UNLESS OTHERWISE NOTED AND THAT THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONCEALING RACEWAYS AFTER (INITIAL) BLOCK CONSTRUCTI�)V. LIGHTING FIXTURE CHEDULE ELECTRICAL SYMBOL LEGEND MANUFACTURER CATALOG NUMBER WIRING DEVICES: VOLTS BALLAST DATA WIRING SYSTEM CONCEALED IN WALL OR CEILING. MOUNTING DESCRIPTION BRANCH CIRCUIT HOMERUN TO PANEL. (DASHED LINES IN BETWEEN CKT. # INDICATES (1) I TYPE NO. 3 POLE BREAKER, COMMA BETWEEN CKT. # INDICATES (3) 1 POLE BREAKERS.) A METALUX THREE CIRCUITS OF ALTERNATING PHASES MAY BE COMBINED IN ONE CONDUIT 3 F32T8 357K SHARING A COMMON NEUTRAL UNLESS OTHERWISE NOTED. 0 ELECTR CEILING MOUNTED JUNCTION BOX 90 RECESSED SINGLE POLE SWITCH, 20A, 120/277 VOLT, +48" A.F.F. TO CENTER. LOWER CASE LETTER ° HALO DENOTES SWITCH LEG CONTROL. V 32W PL 35 K 3—WAY SWITCH, 20A, 120/277 VOLT, +48" A.F.F. TO CENTER. 1 ELECTRONIC DUPLEX RECEPTACLE, 15 AMP, 120 VOLT, +18" A.F.F. TO CENTER. FOR SINGLE 34 RECESSED RECEPTACLE ON A CIRCUIT, USE A 20A RECEPTACLE. =0 HALO "GFI" INDICATES GROUND FAULT PROTECTION 1 32W PL 35 K "WP" INDICATES WEATHERPROOF 1 ELECTRONIC "ISOG" INDICATES ISOLATED GROUND RECEPTACLE 34 RECESSED SHADING INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER TOP (VERIFY WITH ARCH.) C EXISTING DOUBLE DUPLEX (QUAD) RECEPTACLE 1 250W PAR38 DISCONNECT SWITCH, NUMBERS INDICATE AMP FRAME/# POLES/FUSING s0/o -- PROVIDE NEMA 1 ENCLOSURE INSIDE. PROVIDE NEMA 3R ENCLOSURE FOR ALL SWITCHES RECESSED EXISTING EXTERIOR CANOPY LIGHT FIXTURE TO BE REUSED CLEANED & RELAMPED LOCATED OUTSIDE. PROVIDE FUSED DISCONNECTS WHERE INDICATED ON FLOOR PLANS. NOT USED s MOTOR PROVIDED AND INSTALLED BY MECH. CONTRACTOR, WIRED BY ELEC. CONTRACTOR NUMERAL INDICATE HORSEPOWER = PANELBOARD, SURFACE OR RECESS MOUNTED, SEE SCHEDULE FOR DETAILS. E LIGHTING FIXTURES: SEE LIGHT FIXTURE SCHEDULE FOR TYPE & DESCRIPTION LPX70GW — CAPITAL LETTER DENOTES TYPE F—+ -- 4' FLUORESCENT STRIP FIXTURE. -- 2' X 4' FLUORESCENT LIGHTING FIXTURE, F_ EXISTING 2' X 2' FLUORESCENT LIGHTING FIXTURE, LI RECESSED DOWNLIGHT FIXTURE. 0 RECESSED DOWNLIGHT FIXTURE. W/ BATTERY BACK UP ®� L.E.D. EXIT LIGHT, SHADING INDICATES ILLUMINATED FACE, ARROWS INDICATE CHEVRONS z EMERGENCY BATTERY LIGHT W/ DUAL HEADS COMMUNICATION: Q V COMBINATION TEL/DATA OUTLET, SAME HEIGHT AS ADJACENT RECEPTACLE, WITH VC "W" 'Q' w m� STUBBED OUT ABOVE ACCESSABLE CEILING. INDICATES 60" AFF INDIACATES QUAD JACK W/ TOP 2 TO DATA ROOM, BOTTOM TWO TO PHONE ROOM. SINGLE UNIT ,r> (DOUBLE UNIT) TO DATA ROOM ONLY ELECTRICAL ABBREVIATIONS A AMPERE HT HEIGHT AFF ABOVE FINISHED FLOOR J.B. JUNCTION BOX AFG ABOVE FINISHED GRADE KVA KILOVOLT—AMPERE AWG AMERICAN WIRE GAGE M.C. MECHANICAL CONTRACTOR C CONDUIT NEC NATIONAL ELECTRICAL CODE CB, CKT BKR CIRCUIT BREAKER NA NIGHT LIGHT CLG CEILING P.C. PLUMBING CONTRACTOR E.C. ELECTRICAL CONTRACTOR PNL PANEL ES ENERGY SAVING PVC POLY—VINYL—CHLORIDE (SCH. 40, U.O.N.) EMT ELEC11CAL METALLIC TUBING RGS RIGID GALVANIZED STEEL FACP FIRE ALARM CONTROL PANEL U.O.N. UNLESS OTHERWISE NOTED. GFI GROUND FAULT CIRCUIT INTERRUPTER V VOLT HOA HAND—OFF—AUTOMATIC VA VOLT—AMPERE HP HORSEPOWER W WATT WP WEATHERPROOF THE ABOVE SYMBOLS do ABBREVIATIONS ARE FOR CLARITY OF DRAWINGS, IF NOT SHOWN ON DRAWINGS IT INDICATES NOT USED. GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. 2. ALL MATERIAL SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL MANUFACTURERS ASSOCIATION. 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR. 4. DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 5. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT i ACCEPTED BY THE OWNER. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING AND OTHER EQUIPMENT A3 REQUIRED. 7. A COMPLETE GROUNDING SYSTEMS ALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS. 8. ALL CUTTING AND PATCHING OF WA LS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELE TRICAL CONTRACTOR. 9. ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT. EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS, OR IN MASONRY WALLS. USE SCHEDULE 40 PVC OUTDOORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE OR BELOW FLOOR SLAB. BRANCH CIRCUITS RATED 30 AMPS OR LESS MAY UTILIZE TYPE MC FLEXIBLE METAL CONDUIT. SUPPORT WITHIN 12" OF ALL CONNECTIONS AND NOT MORE THAN 4'-6" ON CENTER. ALL RACEWAYS (EXCEPT THOSE BELOW SLAB OR GRADE) SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINES. 10. CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHER1hISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED. FEEDERS RATED GREATER THAN 150 AMPERES MAY UTILIZE 75'C COMPACT ALUMINUM CONDUCTORS OF EQUIVALENT AMPACITY, TYPE XHHW OR XHHW-2 INSULATION, EQUIVALENT TO ALCAN SERIES 8000 CONDUCTORS. CONTRACTOR TO VERIFY CONDUIT SIZES REQUIRED FOR ALUMINUM FEEDERS. 11. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN OR THWN AS REQ'D. 12. PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS. 13. PROVIDE A TYPED DIRECTORY IN ALI. PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS. 14. PROVIDE ENGRAVED PHENOLIC NAMEIPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, WHITE LETTERS ON BLACK BACKGROUND. 15. FUSES 0 — 600 AMPS SHALL BE UL. CLASS "RK -1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSSMAN UNLESS NOTED OTHERWISE 16. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START—UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE REQUIRED. 17. PROVIDE SCHEDULE 40 PVC CONDUIT UNDERGROUND FROM TELEPHONE EQUIPMENT ROOM TO CONNECTION POINT AS DIRECTED BY LOCAL TELEPHONE COMPANY. 18. ALL TERMINALS, SPLICING CONNECTORS, LUGS, ETC. SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. 19. THE ELECTRICAL CONTRACTOR SHALL_ BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIA L+ DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). 20. PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS SMOKE STOPPING IS ACCOMPLISHED. 21. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE—RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE STOPPED PER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. USE APPROVED ASSEMBLIES SUCHS THE FOLLOWING: UP TO 1" PENETRA11ONS OF 1, 2, 4 & 4 HOUR GYPSUM WALLS — U.L.#WL1001 UP TO 4" PENETRATIONS OF 1 & 2 HOUR GYPSUM WALLS — U.L.#WL1001 UP TO 4" PENETRATIONS OF 1 & 2, HOUR CONC. OR BLOCK WALLS & FLOORS — U.L.#CAJ1009 UP TO 4" PENETRATIONS OF 3 & 'I HOUR CONC. OR BLOCK WALLS & FLOORS — U.L.#CBJ1020 22. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQ'D BY U.L. COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR TO INSURE THAT THE INTEGRITY OF THE U.L. RATING IS MAINTAINED. 23. WHERE A HOME RUN IS SHOWN THE CIRCUIT SHALL BE INSTALLED IN A DEDICATED CONDUIT, DO NOT COMBINE WITH OTHER CIRCUITS. WHERE A CIRCUIT HOMERUN IS NOT SHOWN, THE CONTRACTOR SHALL COMBINE CIRCUITS AS FOLLOWS: A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN SHARING A COMMON NEUTRAL OR HATH SEPARATE NEUTRALS FOR A MAXIMUM OF TOTAL OF SIX CURRENT CARRYING CONDUCTORS. ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL. 24. ALL DISCONNECTS SHALL BE HEAVY DUTY TYPE. 25, ALL RACEWAYS SHALL BE CONCEALED UNLESS OTHERWISE NOTED AND THAT THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONCEALING RACEWAYS AFTER (INITIAL) BLOCK CONSTRUCTI�)V. LIGHTING FIXTURE CHEDULE MARK MANUFACTURER CATALOG NUMBER LAMP DATA VOLTS BALLAST DATA FIXTURE WATTS MOUNTING DESCRIPTION N0. I TYPE NO. TYPE A METALUX 2EP3GX-332S361—EB82 3 F32T8 357K 120 2 ELECTR NIC 90 RECESSED 2'x 4' RECESSED FLUORESCENT FIXTURE 3 LAMP, 18 CELL, LOW IRRID. 3"D LOUVER B HALO 06032-6050LI 1 32W PL 35 K 120 1 ELECTRONIC 34 RECESSED 6" APERTURE COMPACT FLUOR. ALZAK REEL. & WHITE RING BE HALO C6032-605OLI 1 32W PL 35 K 120 1 ELECTRONIC 34 RECESSED SIMILAR TO TYPE 'B' BUT WITH 90 MINUTE EMERGENCY BATTERY BALLAST C EXISTING -- 1 250W PAR38 120 -- -- 250 RECESSED EXISTING EXTERIOR CANOPY LIGHT FIXTURE TO BE REUSED CLEANED & RELAMPED D NOT USED s 0 E METALUX LPX70GW — L.E.D. 120 -- -- -- SURFACE WHITE THERMOPLASTIC, L.E.D. EXIT LIGHT GREEN LETTERS, 90 MIN. BATTERY BACKUP I 0 W z o w m� ,r> CATALOG NUMBERS AND MANUFACTURERS ARE TO INDICATE TYPE AND QUALITY OF FIXTURL DESIRED. SUBMIT CUTSHEETS OF ALTERNATE MANUFACTURERS FOR ARCHITECT AND OWNER APPROVAL PRIOR TO PURCHASE OF ANY FIXTURES. ALL FLUORESCENT LAMPS SHALL BE ENERGY SAVING TYPE. ALL INCANDESCENT LAMPS SHALL BE 130V RATED. McVEIGH&MANGUM ENGTNEERING- INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904)737-0701 Fax: (904) 636-6770 EB 6330 email: mail (q:.) M cVeigh M angum.com Eng. of Record: Thomas C. Nielsen License No.: 53492 U. t AA 0000946 DRAWING N cs 0 INN" ... Vr 0 F— css co N N C= C J a _ w s e o o co o a 0 W s 0 a® Z 0 C> M 0 W z o w m� ,r> U U Q � c Rr' i LU LU CD LU J W w 0 z ■■ ■ J '0^ LJ a: Q U X w V U w C)w � w DRAWING Ci LU C3 w Ld o w m cc O >- (if J CL co L w zw o ,C F- w w w O cc a- a of O z U O �2 F z w li>- 0 z z p O_ z � z � c7 w 0- C0 z "' w p LL O o = (n a V_ w x J X J w a w F- O w F z m O _ U O cco O °- ww w � z O o w a �cc o > °_ z °C a o U � o w_ O _ Q� n. w LL w o V Z V) CO U = w � z Q w P- F - w ir 3 J p Q w z c� w it w O w w ° = x F-. w LU o = w I-- 0 U � 3 w z m O J � Q U (j) p U O z cc CL Q w ic o cc u, O T- w co O M w z U) LL) 40 0 0 0 U a a z V z z � w U w z w 0 z = w V cc ( a z = QCL a d LL Ld U cc w LL Li O O Q I— IL w a - Z O a � w U o � z cc Q w w w U LL w O U) I.- LL- z O w w M w z F- _ cn w z = to w T w 3 z V z 3 ® � a Ln � < p g�co O � _ M F- ~ aD O v 0 O N O r tD 0 O O HE i Will C I R C U71 T.. mrrM;4 01 NO -------------- ---------�--- EXISTING TO REMAIN EXTEND EXISTING - CIRCUIT AS REQUIF 3tJ SEE PANEL SCHEDULE 'LG' FOR SAFETY SWITCH RATINGS. PROVIDE NEW BRANCH FEEDER FROM NEW LOCATION Q OF HP UNITS BACK TO EXIST. CKT. BRKR. IN EXISTING PANEL AS NOTED EACH OF THE NEW AHU SHALL HAVE A NEW DUCT TYPE. O HEAT DETECTOR (120 VOLT) IN EACH OF THE SUPPLY AND RETURN DUCTS. CONNECT TO THE CONTROL VOLTAGE FOR POWER. O O 11--1 ► I I r-� I � � I I I ' OOII L—J i 0 0 _ I I 12 m � 3B1.MonI W. E 0 1 HIM? MEMIMM wil EXISTING CIRCUITS ►J LD -9,11 EXTEND AS SHOWN I I EXISTING CIRCUIT ` LD -12 EXTEND AS SH 1 I 7EX NG I LIGHT I L— CISTING EXISTING LIGHT FIXTURE REL CATED MIQL"W4� o�:TI�G CIRC TAS ALTERNATE #1 rT LJG-iTM FLOOR PLAN N E-2 SCALE: 1/8"= 1'-0" NOTES: OEXTEND EXISTING CIRCUIT TO NEW LIGHT FIXTURE OR AS NOTED. E.C. TO VERIFY IN FIELD THAT EXISTING LOAD IS NO MORE THAN WHAT IS SHOWN ON DWG's. OEXTEND EXISTING CIRCUIT TO NEW RECEPTACLE AS SHOWN. 3� SEE PANEL SCHEDULE 'LG' FOR SAFETY SWITCH RATINGS. PROVIDE NEW BRANCH FEEDER FROM NEW LOCATION O OF HP UNITS BACK TO EXIST. CKT. BRKR. IN EXISTING PANEL AS NOTED o co ►i o I ► E I i I SCIS NG PNV .'LC ` I O bol -2 8V 30 ; E; L—J EX11 NG PNL.'LD'' --- 208V-10 0 0 II •DMICRON 2NIP' Ell, S, ' It 21' Aar glum. OND BY ELEC lie • . I Y wral�wii MMEW, rr 1_ : k1_I_;}®� LG -8-10-12 LG -13-15 LG -14-16-18 LG-17-19EW W HP -7 0 NEW ` LC -13-15-17 7,9 H- NEW In c I,w M OFFICE `AHP -6A\ 3 °O ® r EXIST. ,� i OFFICE 7�- S 3 4"C ABOVE HP -3 \ NG / PULL Q \ EXIST. % O -' WIRE Gn4 �- HP-4 \ ice OX SH W/ F OR EXIST. RIFY / AR . FOR E 0 COVE PLATE Q CEPTM rl oRrlanorl Ia - - 3,5 O Q �Wt= 2.OFFICE E- L_� W Q'8 �Q0 9 MICE Q Of ZO{- ®F= O Q EX x X l GFI/Jqp w O W � JO w ALTERNATE #1 0 o:Z 2 POWER FLOOR PLAN E-2 SCALE: 1/8"= 1'-0" McVEIGH�ANU U ENGINEERING - INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail a McVeighMangum.com Eng. of Record: Thomas C. Nielsen License No.: 53492 M co z O U ®>+ `_ O DRAWING o w co a w _2 J w OF W o Lu LD LU o >- ` � J a o co W ir ox Q w LLId¢ w a 0 = U O � F z W O = z o o_ _ ,n a V) � z w a co z W w M � o o o = (n 0 V) W ¢ w CL J X J W Q L11 0 F_ ,; W f - z m o _ U= D o o ¢ o C- w a _ w tr = aO 0 F_ W -¢ ¢ o z ¢ Q o U o w Cif _ Q a- Wa of o a M z a o �co co U ¢ = W 3 d O W .H L- I. - F_ cc U) 3 � o Q w z o co w Ir W X = X F- W O w af 1— x O ~ W � (J O !n F tW 3 w z m O J I. - _j Q U T => In a U O z ¢ CL Q w Of ¢ o ¢ ut o W ¢ 0 U Z U) a w cco Ol 0 0 0 U a a cv Z (.1 z c� - z � � F w U z w 0 1.- z z = wcc v � Q C7 Z = Q O r� W = O C� > > F- U ¢ W IL a O O ¢ CL w a- 0 O a a w a V 0 Z ¢ Q w U ¢ 5 LL - of w O �L = O W w w z = cp w _ co c, Ln a 3 = z u>I¢ rK o coL O O N \. O tD EXISTING TO REMAIN 0 0 ME 'EX' DENOTES EXISTING TO REMAIN REWORK AS REQUIRED TO VERIFY THAT EVERYTHING IS IN WORKING ORDER 10 0 0 1 ' AND ABANDOND CONDUIT CIRCUIT �� LD -33,35 A SPARE BREAKER EXISTING ! :EX 1. 4 EXE C co W N 1 i LD -9,11 ( 1 L__J• lL__J ; _--_ a 400A -208W30 30 EXIST. it ,' CL_ J x— I— y EXIS NG PNL.'LD' E ' NOT SHOWN, TELEPHONES SHALL BE IN WORKING ORDER WHEN PROJECT IS a 208V-10 EX COMPLETE. THERE SHALL BE A FINAL WALK THROUGH FOR INSPECTION 0. FF�i ' :EX 11EX O 0 L__J , L__J ERV` ,AERS 1 ALL EXISTING LIGHT FIXTURES THAT ARE BEING REMOVED FOR REPLACMENT R ;2• SHALL BE BE DISPOSED OF BY THE ELECTRICAL CONTRACTOR. ALL WIRE k --; SER --- `ER --- ---- EX 'ISTI qG MAI EX EX t � EX ERR X EX EX ® ER EX : ER: ER: ER: EXISTING CIR UIT TO REM ER ER t`J i L;_J _-_USE ON NE LAYOUT JEX JEX t 1 rn-n rT ER: : '\ERR ,ERR 'ER' SER L� SER J L_11X �. EX EX , ' T I ------------------------------------------------------------------------ L 'ERR' INDICATES EXISTING TO BE REMOVED AN RELOCATED AS SHOWN. TYPICAL ALTERNATE #1 SCALE: 1/8"= 1 ' —0" a� _10— � ER :EX: ;:EX: L -, -J L /rJ __Q\ t t�, r_\_1 r -L -n` EX: EX: L__J L__J 0 0 �O — _ _ , LD -21 - ---� AND ABANDOND CONDUIT CIRCUIT �� LD -33,35 A SPARE BREAKER 1 E ! X � � C co W N EXISTING PN .'LC �! o 1AHcF - --- P-6A; _--_ a 400A -208W30 30 EXIST. ER ' CL_ J x— I— y EXIS NG PNL.'LD' E ' NOT SHOWN, TELEPHONES SHALL BE IN WORKING ORDER WHEN PROJECT IS a 208V-10 EX COMPLETE. THERE SHALL BE A FINAL WALK THROUGH FOR INSPECTION 0. FF�i BEFORE FINAL PAYMENT IS MADE. O 0 FROM EXISTING HP -6A 'LD' AND ABANDON CONDUIT. SCALE: 1/8"= 1 ' —0" 1 LD -25,2 ALTERNATE #1 REMOVE CONDUIT AND WIRE AS REQUIRED FOR DEMO -4----!: REMOVE EXISTING CONDUCTORS W a AND ABANDOND CONDUIT CIRCUIT DEMOLITION NOTES LD -33,35 A SPARE BREAKER -39-41 vs C co W N o 1AHcF - --- P-6A; _--_ a EXIST.I� EXIST. ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED CONTROLS, RECEPTACLES CL_ J x— I— y LC -1317 cry eo NOT SHOWN, TELEPHONES SHALL BE IN WORKING ORDER WHEN PROJECT IS a EXIST. COMPLETE. THERE SHALL BE A FINAL WALK THROUGH FOR INSPECTION / 0 BEFORE FINAL PAYMENT IS MADE. ljER ERV` ,AERS ALL EXISTING LIGHT FIXTURES THAT ARE BEING REMOVED FOR REPLACMENT R ;2• SHALL BE BE DISPOSED OF BY THE ELECTRICAL CONTRACTOR. ALL WIRE RE,' ----_`;-j< r ER THAT IS AFFILITATED WITH THOSE FIXTURES SHALL BE REMOVED. E.C. MAY , SER: ERS ��% USE EXISTING CONDUIT WHEN FEASIBLE. %E I- .R -� ALL EXISTING CONDUIT, OUTLET BOXES, PULLBOXES BY REMODELING WORK ER ERS OR EXPOSED BY RENOVATION WORK AND NOT TO BE REUSED, SHALL BE �ER:� I CUT OFF AND REMOVED, SEALED AND ABANDONED IN THE MANNER SUCH ER '' THAT NEW CONSTRUCTION AND FINISHES PROVIDE COMPLETE CONCEALMENT -%� co O OVER EXISTING RACEWAY SYSTEMS. t , I ER;,',� ER 4. RELOCATE SWITCH & BOX. G.C. TO PATCH AND PAINT AS REQUIRED V, `---r-�n1Ji O a Z nr.0 r �! 5. NEW LOCATION OF SWITCH AND BOX -PROVIDE NEW CONDUIT AND WIRE TO NEW R R : ER � 11 ER: m I— LIGHT FIXTURE. -- .T,,ItR V ' 6. "EX" -DENOTES* EXISTING DEVICE OR LIGHT FIXTURE TO REMAIN. E.C. TO VERIFY 'ER ER ERS ,` ER: VERIFY CIRCUIT IS IN WORKING ORDER. L__J� L__J 35 na ,„,,tER ,' 7 "ER" -DENOTES EXISTING LIGHT FIXTURE OR DEVICE TO BE REMOVED. E.C. TO m Z U a 44. "ERR"—DENOTES EXISTING LIGHT FIXTURE OR DEVICE TO BE REMOVED—CLEANED C0 & REINSTALLED AT SAME NEW LOCATION OR AS NOTED. cc 0 9. E.C. TO DETERMINED REMOVAL OF EXISTING CONDUIT, ABANDON OR REUSE P J LL IF APPLICABLE REMOVE CONDUIT AND WIRE AS REQUIRED FOR DEMO ER i ER t t I REMOVE EXISTING CONDUCTORS AND REUSE EXISTING CONDUIT FOR PULLING NEW WIRES TO NEW LOCATION OF HP -UNITS McVEIGH&MANGUM ENGINEERTNG•INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904)737-0701 Fax: (904)636-6770 EB 6330 email: mail@McVeighMangum.com Eng. of Record: Thomas C. Nielsen License No.: 53492 0 0 REMOVE EXISTING CONDUCTORS W a AND ABANDOND CONDUIT CIRCUIT — N BECOMES A SPARE BREAKER -39-41 vs C co W N o 1AHcF - --- P-6A; r------ i HP -3 a EXIST.I� EXIST. O � CL_ J x— I— y LC -1317 cry eo HP -4 a EXIST. / 0 LC 14-16 18 REMOVE EXISTING CONDUCTORS AND REUSE EXISTING CONDUIT FOR PULLING NEW WIRES TO NEW LOCATION OF HP -UNITS McVEIGH&MANGUM ENGINEERTNG•INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904)737-0701 Fax: (904)636-6770 EB 6330 email: mail@McVeighMangum.com Eng. of Record: Thomas C. Nielsen License No.: 53492 0 0 N O Ca W a — N N co 0 c vs C co W N o a — W O � CL_ J x— I— y � a � O cry eo r V i a 0 y W W I- --c C Go co O W O a Z nr.0 H a. W am v W m I— i W V T i na Q w J m Z U a 44. C0 Z cc 0 0 J LL Z 0 0 M w 0 z 0 U _ 0 v ¢ 0 DRAWING o W 0 a w _ J w ¢ OF I//� rr • .. AA c000946 o o� N n O W _ N N O i7! co SPd l0 W N N OEM C M J H 1.1.. Z — W O J d. J S — F--� � O Z OO U7 VS ^_ v s 0 cn 9 W W H i G 00 Z 12) 0 D W O Z z ac H dm-- W � U W ® IF.- r1C W U p i CC S U U � W J M Q :;� 3 U= ov U Q � n � t�A4441sq.+ 4 . J L1 W = J � C) < L. 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Nielsen License No.: 53492 o c N o 0 W N N to co os co0 N N o J t— L9. a _ W O � S a o 0 crs o v v � a 0 co a W C W I -- -ac G @9 0 F- F- O 0 a W o Z W aim 1L> W m F-- C W v o .4c o= s c> _ a U w�� DD= U tk f V 4 `: Z I.Y.. CD l..L� F— U W w D 8 A W I N G O Lu > Lu Go w J co w w s d x W w cc a z O F z w z 0 z a z C7 co Lu 0 LL O co f - x c� J J a 0 Lu M_ x 0 Cc d m z O a ir O n- 0 0 0 m I- LL O M O w to x w CL z w s 3 0 w 00 co w a_ x w w x f- O X I 3 z O U 0 O cr IL w Cc 0 w w z 4 0 z of V w s U 2 a x 0 CL. LL O Cc w CL 0 cc0 z a w U s w Go LL O F z w co z w m z 3 a ft 0 00 v 0 O N O U EXISTING AHU-4 IN 2ND FLOOR. NnTF 11 19_ SURFACE MOUNT LOUVER FIELD ROUTE CONDENSATE TO TERMINATE IN DRAINAGE POND (TYPICAL OF 3) HVAC FLOOR PLAN SCALE: 1/4" = 1'-0" HP -6A RELOCATED EXISTING TRANE XE1000 HEAT PUMP TWR 024C 200-230/1 HP -3 RELOCATED EXISTING CARRIER HEAT PUMP 230/3, 60A FUSE HP - RELOCATED EXISTING CARRIER HEAT PUMP 230/3 60A FUSE 4" CONCRETE PAD, TYPICAL OF 6 NOTE 11. TYPICAL FOR HP -3, HP -4, AND HP -6A / TRANSITION FROM DISCHARGE TRANSITION FROM DISCHARGE TO 26 X 10 SMOKE DETECTOR. TO 10 X 18 — TYPICAL OF THREE. -\ _A TRANSITION FROM DISCHARGE TO 12 X 17 BLOWER AND HEATER ACCESS (TYPICAL) COIL _ ACCESS (TYPICAL) FILTER ACCESS (TYPICAL) CONDENSATE DRAIN M2 (TYPICAL) L GALVANIZED CHANNEL SUPPORT FIELD ROUTE CONDENSATE PIPE TO TERMINATE AT DRAINAGE POND. SEAL PENETRATION WITH POLYFOAM. (TYPICAL of 3) MEC PAN I CAL E LEVATI O N 2 SCALE: 1/2" = V-0" M 1 6" FLEXIBLE CONNECTION (TYPICAL) REFRIGERANT LINES (TYPICAL) 114PROJ. NO. 4013 1. ALL MECHANICAL WORK, MATERIALS AND INSTALLATION SHALL 06/07/04 COMPLY WITH THE BUILDING CODE ADOPTED REVISIONS ABBREVIATIONS AFF ABOVE FINISHI STATE AND LOCAL REGULATIONS AND ORDINANCES AND ® REQUIREMENTS OF THE DEPARTMENT OF HEALTH. OBTAIN AHU AIR HANDLING, ALL PERMITS REQUIRED FOR THE INSTALLATION OF THIS WORK Scr' AND PAY ALL FEES IN CONNECTION THEREWITH. 2. �ate: 4H THE DRAWINGS ARE NOT INTENDED TO SHOW COMPLETE OR ; PRECISE DETAILS OF THE BUILDING OR INSTALLATION IN 4z N EVERY RESPECT. VERIFY AND COORDINATE ALL WORK AND O ---� EQUIPMENT LOCATIONS WITH OTHER TRADES BEFORE 'e a � s — FABRICATION OR INSTALLATION OF THE WORK IS STARTED. F FAN COORDINATE ALL WORK WITH THE SPECIFICATIONS. z O 3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, EQUIPMENT AND ACCESSORIES REQUIRED TO PROVIDE A UH UNIT HEATER COMPLETE AND PROPERLY OPERATING SYSTEM WHICH IS IN FULL COMPLIANCE WITH THE CODE; WHETHER SUCH ITEMS DESIGNATIONS ARE INDICATED OR NOT, AND AT NO ADDITIONAL COST TO THE OWNER. • 4. ALL SQUARE ELBOWS SHALL HAVE TURNING VANES. hn 5. MITERED LOW PRESSURE ELBOWS SHALL NOT OFFSET GREATER THAN W AIR QUANTIT 20 DEGREES. W F— 6. i ALL LOW PRESSURE SUPPLY AND RETURN BRANCH TAPS SHALL HAVE AN OPPOSED BLADE DAMPER AT THE BRANCH DETAIL NUM TAKE -OFF. 7. ALL LOW PRESSURE DUCT SPLITS SHALL HAVE AN OPPOSED W M-1 SHEET N0. BLADE DAMPER ON THE SPLIT SIDE OF EACH BRANCH. 8. SEE HVAC "AIR DEVICE SCHEDULE" FOR FLEXIBLE DUCT ii III' J SIZES TO CEILING DIFFUSERS. IIII 9. MOUNT THERMOSTATS 4'-6" ABOVE FINISHED FLOOR. IIIIIIIII 10. REFRIGERANT LINES SHALL BE SIZED BY THE EQUIPMENT MANUFACTURER BASED ON CONTRACTOR FURNISHED ROUTING. 48 0 ROUND DUCTr REFRIGERANT PIPING SHALL BE HARD COPPER, TYPE ACR, SIZED PER D ASHRAE SYSTEMS GUIDE AND DATE BOOK AND IN ACCORDANCE WITH PIPING SYSTEMS I+— PIPE UI SPLIT SYSTEM MANUFACTURER'S RECOMMENDATIONS. FITTING SHALL BE WROUGHT COPPER. JOINTS SHALL BE SEALED WITH SILVER -ALLOY SOLDER i USING (NON-ACID) BRAZING FLUX. PIPING SYSTEM SHALL BE LEAK TESTED w & AND PURGED WITH DRY NITROGEN PRIOR TO REFRIGERANT CHARGE. 11. RELOCATE EXISTING OUTDOOR UNIT AS INDICATED. FIELD VERIFY ALL EXISTING 9A.E. EQUIPMENT LOCATIONS AND REFRIGERANT PIPE ROUTING. REROUTE REFRIGERANT PIPE E I PIPING AS REQUIRED TO CONFORM WITH NEW WALL LOCATIONS AND NEW WORK. SD ROUTE ALL REFRIGERANT PIPING EXTERIOR TO THE BUILDING TO BE ACCESSIBLE ocr OR ROUTE IN A 6" PVC SLEEVE PIPE WITH LONG RADIUS ELECTRICAL SWEEPS. t� REFRIGERANT PIPING CONCEALED ABOVE CEILINGS SHALL BE ACCESSIBLE. REFRIGERANT PIPING ROUTED CONCEALED IN WALLS SHALL BE PLACED BEHIND SF - THE INTERIOR GYPSUM WALL BOARD SO AS TO BE ACCESSIBLE BY CUTTING AND z Q m PATCHING THE WALL. 12. REUSE EXISTING CONDENSATE PIPE ROUTING WHERE OUTSIDE OF NEW RETURN o Q a AIR PLENUM. REROUTE OR EXTEND TO THE STORM WATER STREAM AS REQUIRED. Fs ALL CONDENSATE PIPING IN RETURN AIR PLENUMS SHALL BE COPPER, TYPE K. 13. RUN NEW REFRIGERANT PIPING IN A 6" PVC SLEEVE PIPE WITH LONG RADIUS &100--1 SWEEPS WHERE INACCESSIBLE BELOW FIRST FLOOR OR WHERE BELOW GROUND. ABBREVIATIONS AFF ABOVE FINISHI D FLOOR HVAC SYSTEMS ® DUCT SECTION POSITIVE PRESSURE AHU AIR HANDLING, UNIT N cry v O DUCT SECTION NEGATIVE PRESSURE CD CONDENSATE 'DRAIN a Lu N N CU CONDENSING UNIT a � s — ELBOW WITH TURNING VANES F FAN al z O HP HEAT PUMP a CEILING SUPPLY DIFFUSER UH UNIT HEATER DESIGNATIONS W RETURN GRILLE (C-22) 2 _ 1 � AIR DEVICE PE AIR QUANTIT CFM W F— NO. OF SAM DEVICES DUCT UP (SUPPLY) DETAIL NUM ER I VV DUCT DOWN (SUPPLY) M-1 SHEET N0. HERE DETAIL APPEARS et U J Ld B SUPPLY LINEAR DIFFUSER 48 x 12 RECTANGULAR DUCT SIZE (IN.) O 48 0 ROUND DUCTr SIZE (IN.) D RETURN LINEAR DIFFUSER PIPING SYSTEMS I+— PIPE UI O FLEXIBLE DUCT i m w & �jj= Q C--+— PIPE D' WN 9A.E. AIR EXTRACTOR PIPE E I .BOW 90' SD SMOKE DETECTOR, DUCT TYPE ocr t� SMOKE DAMPER Q U SF - SMOKE/FIRE DAMPER COMBINATION z Q m U �--1 FIRE DAMPER o Q a Fs FIRESTAT Q Q &100--1 THERMOSTAT I.L 00 100- TERMINAL UNIT NO. V♦ LL 0U OPPOSED BLADE VOLUME DAMPER zQ w� 7�. WITH LOCKING QUADRANT 10 X 10 OUTSIDE AIR DUCT WITH OPPOSED BLADE DAMPER. DAMPER SHALL BE 8DD[ BACK DRAFT DAMPER ADJUSTABLE FROM THE CLOSET OPENING. 26H X 20W RETURN AIR HEADER DU( WITH OPPOSED BLADE DAMPER. DAMPER SHALL BE ADJUSTABLE FROM CLOSET OPENING. VD L-j� VOLUME DAMPER AD 'D DUCT ACCESS DOOR �i i POH AACNITECTS AA C0009d6 �- 4 O N a DRAWING o 0 W w — N N cry v O r— va W 4 C= W — a Lu N N J ~� LL z — W O J a � s — � z O O cf.)"' al z O a crs W W F— D ao et U J Ld O M � f� O O � o O O z NL W � a m w & �jj= Q U W w G.? U ocr LL! _j0 J m Q U aU z Q m U oz q Q o Q a Z z Q Q VJ wCLM I.L 00 z0 V♦ LL 0U zQ w� 0_ w M O 0 f- m z 0 0 Q 0 DRAWING o W a Lu mi J W 1 OF 2 a a 0 W W m Lu J co w Lu s a_ x Lu w cc a z O Z w z 0 Z a z a co w 0 U- 0 O s cc a d w _m s 0 m z O F- < crO LL_ CC O U co s N U- 0 0 Z 0 co co 2 w z w F- s 3 0 w m m Lu a- x Lu w s O f- 3 z O U 0 O a_ Lu cr cc 0 w co Z a t5 z a3 t - U w F- s U a s 0 LL O H w a. 0 (_ 0 z Lu U w a) U- 0 O F - z w a= t- a� z w s I m O _z 3 a cc 0 co F- -1-T 0 0 N O R = W UNION SLOPE TO DRAIN - NOT LESS THAN 1/16" PER FOOT UNIT DRAIN PAN -,-UNIT CASING CONNECTION DRAIN SHALL BE FULL SIZE OF DRAIN PAN OUTLET THREADED PLUG CLEAN-OUT . f DEPTH OF TRAP SHALL BE GREATER THAN THE TOTAL STATIC PRESSURE RISE ACROSS THE FAN PLUS TWO INCHES - MINIMUM 3" CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE 1" NEOPRENE PAD AT EACH CORNER. �W� FULL RADIUS ELBOW DETAIL SQUARE ELBOW DETAIL NATE; DETAILS INDICATE ACCEPTABLE DUCTWORK INSTALLATION AND FITTINGS. OTHER FITTINGS WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL OF ENGINEER. SUITABLE FOR 30' THROUGH 90' ANGLE OF OFFSET. DOUBLE WALL AIR FOIL VANES ON RUNNER AACNA STANDARDS. 4" CONCRETE PAD CONSTRUCTION DUCT DETAILS NOT TO SCALE OUTDOOR HEAT PUMP UNIT. rY REFRIGERANT PIPING w ROUTE PIPING ABOVE~ Q$ BELOW w /-GRADE AS INDICATED ON PLANS. ePIPE SUPPORT M2 S BELOW GRADE PIPING: 6" SCHEDULE 40 PVC SLEEVE PIPE. SEAL WATER TIGHT WITH POLY FOAM. TYPICAL CONDENSING UNIT INSTALLATION NOT TO SCALE LOUVER SCHEDULE DESIGNATION _L__ i SERVICE INTAKE PERFORMANCE DATA: MARK CFM 375 MAX. PRESSURE LOSS IN. W.G. 0,103 WATER PENETRATION 0 EQUIPMENT DATA: MAX. NC TYPE STATIONARY DEPTH (INCHES) 2" WIDTH x HEIGHT (INCHES) 24 x 24 FREE AREA (SQUARE FEET) 1.3 MATERIAL ALUMINUM ACCESSORIES: 95/79 BACKDRAFT DAMPER • MOTORIZED DAMPER 81.9/68.3 BIRD SCREEN • FINISH (NOT : 1) FLANGE • MANUFACTURER: M ETALAI RE MODEL NUMBER: OAL 2F NOTES: 1. CLEAR ANODIZED UNLESS SPECIFIED OTHERWISE BY ARCHITECT. REFRIGERANT PIPING WITH INSULATED SUCTION LINE, TYPICAL. COPPER 'U' CUP SECURE WITH GALVANIZED LAG BOLTS. NOTE: SUPPORT PIPES WITHIN 1 FOOT OF EACH CHANGE IN DIRECTION AND NO LESS THAN 6 FT HORIZONTALLY. REFRIGERANT PIPE SUPPORT DETAIL 4 NOT TO SCALE M2 SQUARE ELBOW OR FULL RADIUS ELBOW IF NO TAPS ARE WITHIN 10 FT. DOWNSTREAM OF SPLIT IN 7 FASTEN SUPPORT TO4 UNDERSIDE OF FLOOR. M2 OPPOSED BLADE DAMPER - WITH LOCKABLE QUADRANT, EACH SIDE OF SPLIT SPLIT: (AS NOTED ON DRAWINGS) - SINGLE THICKNESS TURNING VANES MAIN DUCT 4 X 4 TREATED WOOD SUPPORT GRADE SMOOTH TRANSITION AS REQUIRED 1" TRANSITION IN 7" RUN LOW PRESSURE/VELOCITY DUCT SPLIT DETAIL NOT TO SCALE PIPING TO AIR HANDLING UNIT. SEAL TIGHT WITH POLY FOAM FASTENER HOLE FOR SECURING AIR HANDLING UNIT NEOPRENE GASKET BRACING F AND BACK DETAIL - A NEOPRENE GASKET �- 1/8* TOP PLATE MIN. 2" CHANNEL FRAME MIN. 1-1/2" ANGLE LEG RETURN AIR DUCT 4 x 4 BASEPLATE RIBBED NEOPRENE ISOLATOR GALVZANIZED STEEL DUCT STRAP. DUCTWORK INSULATION SYSTEM WITH VAPOR BARRIER JACKET PER SPECIFICATIONS. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. TAPE WILL NOT BE ACCEPTABLE. TRAPEZE DUCT SUPPORT DETAIL NOT TO SCALE DUCTWORK IN ACCORDANCE WITH THE SPECIFICATIONS 2" WIDE DUCT TAPE TAKE -OFF WITH DAMPER (SPIN -IN DAMPER) GALV. SCREW CLAMP FOR FLEXIBLE DUCT CONNECTION l- INSULATION (TYP) ROUND DUCT 2" INSULATION STANDOFF. MAINTAIN VAPOR BARRIER AND PROVIDE GUARD TO PROTECT BARRIER FROM DAMPER OPERATION. LOCATE OPERATOR IN ACCESSIBLE SIDE OR BOTTOM POSITION. NOTES 1.APPROVED TAKE -OFFS SHALL BE YOUNG REGULATOR 50208 -SPIN -IN OR JEN-AIR MANUFACTURING MODEL S-4 WITH END BEARINGS, 45 SCOOP, 2 IN. INSULATION STANDOFF, AND QUADRANT. 2.THE MOUNTING GROOVE SHALL BE DIEFORMED TO ASSURE CONSTANT FIT CONTROL 3.13ALANCING DAMPERS SHALL BE INSTALLED WITH SPRING LOADED RETRACTABLE BEARING AND A POSITIVE LOCKING NUT. 4.DAMPER SHAFT SHALL INCORPORATE END BEARINGS AND/OR SLEEVES TO MINIMIZE AIR LEAKAGE AT ASSEMBLY WALL. ROUND DUCT TAKE -OFF DETAIL NOT TO SCALE FASTENER OPENINGS 12" ON CENTERS -1/8- TOP PLATE OVER CHANNEL FRAME OPENING SIZED TO UNIT RETURN AIR OPENING �'► o o o 0 I �O O A I l0 0� 0 0 I o 0 0 0 o STAND CONTINUES TO OTHER AIR HANDLING UNITS. PLAN VIEW NOTES: 1. THE ENTIRE BASE SUPPORT SHALL BE OF CONTINUOUS WELDED CONSTRUCTION. 2. THE SUPPORT FRAME SHALL BE HOT DIPPED GALVANIZED AFTER CONSTRUCTION. FINISH WITH TWO COATES OF BLACK ENAMEL PAINT. AHU SUPPORT STAND DETAIL NOT TO SCALE 4 x 4 BASE PLATE - MINIMUM 1-1/2 INCH ANGLE LEGS SPLIT SYSTEM HEAT PUMP UNIT SCHEDULE AIR DEVICE SCHEDULE (1) HP-7/AHU-7 HP-8/AHU-8 MARK SYSTEM PERFORMANCE: AIR DEVICE LOUVER NECK MAX S.P. MAX. NC MANUFACTURER MODEL NO. 37,700 16,900 TYPE CFM FACE SIZE SIZE (IN) IN. W.G. 95/79 95479 95/79 INDOOR COIL COOLING EAT 'FD, 'FWB 79.0 65.8 A-4 81.9/68.3 S 66.0 0-110 12 x 12 4"0 0.08 27 TITUS 14.8 TMS -AA A-6 COP ® 47'FHSPF S 3.6 115-205 12 x 12 6"0 0.08 27 ELECTRICAL POWER v 9 Hz TITUS 208 3 60 TMS -AA A-7 14.7 S 13.7 210-260 12 x 12 7"0 0.08 27 25 TITUS 20 TMS -AA A-8 S 0 x 265-330 12 x 12 8"0 0.08 27 CFM OUTSIDE AIR TITUS 105 TMS -AA B-6 E.S.P. IN. W.G. S 0.53 0-220 24 x 24 6"� 0.08 27 1 2 TITUS @ v Hz TMSA-AA B-8 208/1/60 S 6.8 225-340 24 x 24 8"o 0.08 27 208 1 60 TITUS 2 TMSA-AA B-10 SINGLE PT. ELEC. CONNECTION S • 345-485 24 x 24 10" o 0.08 27 FILTERS: TITUS TMSA-AA B-12 S 490-630 24 x 24 12"0 0.08 27 TITUS TMSA-AA B-14 • S WASHABLE ALUMINUM 635-875 24 x 24 14"0 0.08 27 TITUS REFRIGERANT SPECIALTIES TMSA-AA B-15 S R-410 880-965 24 x 24 15"0 0.08 27 1 TITUS 1 TMSA-AA C-22 COMPRESSOR CAPACITY STEPS R 2 0-800 24 x 24 22 x 22 0.01 - FILTER DRYER TITUS • 8F (1) MAXIMUM STATIC PRESSURE AND NOISE CRITERIA IS FOR HORIZONTAL AIR PATTERN. MARK LEGEND AIR TYPE LEGEND A LOUVER FACED CEILING DIFFUSER. PROVIDE 24" x 24" LAY -IN FRAME IN T -BAR S - SUPPLY CEILING AND SURFACE MOUNTED FRAME IN SOLID CEILING CONSTRUCTION. ANTI -SHORT CYCLE PROTECTION, • • • LOW AMBIENT COOLING 'F 30 VS - VARIABLE VOLUME B LOUVER FACED CEILING DIFFUSER WITH HORIZONTAL TO VERTICAL PATTERN • SUPPLY • CONTROLLER. PROVIDE 24" X 24" FRAME IN T -BAR CEILING AND SURFACE • • OUTDOOR T STAT LOCKOUT AUX. HEAT MOUNTED FRAME IN SOLID CEILING CONSTRUCTION. E - EXHAUST C ALUMINUM PERFORATED RETURN GRILLE. PROVIDE LAY -IN FRAME IN LAY -IN R - RETURN • CEILING AND SURFACE MOUNTED FRAME IN HARD CEILING. COPPER 'U' CUP SECURE WITH GALVANIZED LAG BOLTS. NOTE: SUPPORT PIPES WITHIN 1 FOOT OF EACH CHANGE IN DIRECTION AND NO LESS THAN 6 FT HORIZONTALLY. REFRIGERANT PIPE SUPPORT DETAIL 4 NOT TO SCALE M2 SQUARE ELBOW OR FULL RADIUS ELBOW IF NO TAPS ARE WITHIN 10 FT. DOWNSTREAM OF SPLIT IN 7 FASTEN SUPPORT TO4 UNDERSIDE OF FLOOR. M2 OPPOSED BLADE DAMPER - WITH LOCKABLE QUADRANT, EACH SIDE OF SPLIT SPLIT: (AS NOTED ON DRAWINGS) - SINGLE THICKNESS TURNING VANES MAIN DUCT 4 X 4 TREATED WOOD SUPPORT GRADE SMOOTH TRANSITION AS REQUIRED 1" TRANSITION IN 7" RUN LOW PRESSURE/VELOCITY DUCT SPLIT DETAIL NOT TO SCALE PIPING TO AIR HANDLING UNIT. SEAL TIGHT WITH POLY FOAM FASTENER HOLE FOR SECURING AIR HANDLING UNIT NEOPRENE GASKET BRACING F AND BACK DETAIL - A NEOPRENE GASKET �- 1/8* TOP PLATE MIN. 2" CHANNEL FRAME MIN. 1-1/2" ANGLE LEG RETURN AIR DUCT 4 x 4 BASEPLATE RIBBED NEOPRENE ISOLATOR GALVZANIZED STEEL DUCT STRAP. DUCTWORK INSULATION SYSTEM WITH VAPOR BARRIER JACKET PER SPECIFICATIONS. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. TAPE WILL NOT BE ACCEPTABLE. TRAPEZE DUCT SUPPORT DETAIL NOT TO SCALE DUCTWORK IN ACCORDANCE WITH THE SPECIFICATIONS 2" WIDE DUCT TAPE TAKE -OFF WITH DAMPER (SPIN -IN DAMPER) GALV. SCREW CLAMP FOR FLEXIBLE DUCT CONNECTION l- INSULATION (TYP) ROUND DUCT 2" INSULATION STANDOFF. MAINTAIN VAPOR BARRIER AND PROVIDE GUARD TO PROTECT BARRIER FROM DAMPER OPERATION. LOCATE OPERATOR IN ACCESSIBLE SIDE OR BOTTOM POSITION. NOTES 1.APPROVED TAKE -OFFS SHALL BE YOUNG REGULATOR 50208 -SPIN -IN OR JEN-AIR MANUFACTURING MODEL S-4 WITH END BEARINGS, 45 SCOOP, 2 IN. INSULATION STANDOFF, AND QUADRANT. 2.THE MOUNTING GROOVE SHALL BE DIEFORMED TO ASSURE CONSTANT FIT CONTROL 3.13ALANCING DAMPERS SHALL BE INSTALLED WITH SPRING LOADED RETRACTABLE BEARING AND A POSITIVE LOCKING NUT. 4.DAMPER SHAFT SHALL INCORPORATE END BEARINGS AND/OR SLEEVES TO MINIMIZE AIR LEAKAGE AT ASSEMBLY WALL. ROUND DUCT TAKE -OFF DETAIL NOT TO SCALE FASTENER OPENINGS 12" ON CENTERS -1/8- TOP PLATE OVER CHANNEL FRAME OPENING SIZED TO UNIT RETURN AIR OPENING �'► o o o 0 I �O O A I l0 0� 0 0 I o 0 0 0 o STAND CONTINUES TO OTHER AIR HANDLING UNITS. PLAN VIEW NOTES: 1. THE ENTIRE BASE SUPPORT SHALL BE OF CONTINUOUS WELDED CONSTRUCTION. 2. THE SUPPORT FRAME SHALL BE HOT DIPPED GALVANIZED AFTER CONSTRUCTION. FINISH WITH TWO COATES OF BLACK ENAMEL PAINT. AHU SUPPORT STAND DETAIL NOT TO SCALE 4 x 4 BASE PLATE - MINIMUM 1-1/2 INCH ANGLE LEGS SPLIT SYSTEM HEAT PUMP UNIT SCHEDULE SYSTEM NUMBER: HP-7/AHU-7 HP-8/AHU-8 HP-9/AHU-9 SYSTEM PERFORMANCE: TOTAL COOLING BTUH 35,000 47,800 24,500 SENSIBLE COOLING BTUH 28,500 37,700 16,900 HEATING BTUH 20,400 27,600 15,200 AMBIENT TEMP. COOL HEAT 'F 95/79 95479 95/79 INDOOR COIL COOLING EAT 'FD, 'FWB 79.0 65.8 78.4/65.9 81.9/68.3 INDOOR COIL HEATING EAT('FDR) 66.0 67.0 60.0 SYSTEM EFFICIENCY Q ARI CONDITIONS W EERSEER 14.8 14.6 12.5 COP ® 47'FHSPF 3.5 3.6 3.23 HEAT PUMP UNIT: HP -7 HP -8 HP -9 ELECTRICAL POWER v 9 Hz 208/3/60 208 3 60 208/1/60 MIN. CIRCUIT AMPS 14.7 18.6 13.7 COMPRESSOR LRA RLA 58/11.2 88T1 3.5 56/10.3 MAX. FUSE/C.B. AMPS 25 30 20 AIR HANDLING UNIT: W 0 x CFM SUPPLY a 3 1,200 1 600 600 CFM OUTSIDE AIR .�[ CC 105 110 160 E.S.P. IN. W.G. 0.53 0.61 0.72 MOTOR HP 1 3 1 2 1/5 @ v Hz 208/1/60 208/1/60 208/1/60 MFG. AUXILIARY HEATER KW 6.8 9.4 4.5 T v 7 TFZ 208/1/60 208Z1 60 208 1 60 HEATER STAGES 2 3 1 SINGLE PT. ELEC. CONNECTION • • • Q •Q T/ i FILTERS: 1 INCH 2 INCH • • • DISPOSABLE PLEATED MEDIA, 30% NBS • • • WASHABLE ALUMINUM REFRIGERANT SPECIALTIES REFRIGERANT TYPE R-410 R-410 R-22 NO. COMPRESSORS 1 1 1 INDEPENDENT REFRIGERANT CKTS 1 1 1 COMPRESSOR CAPACITY STEPS 2 2 1 TXV K IT • • • FILTER DRYER • • • CONTROLS: REFRIGERANT HIGH PRESSURE SWITCH • • • REFRIGERANT LOW PRESSURE SWITCH • • COMPRESSOR START ASSIST ANTI -SHORT CYCLE PROTECTION, • • • LOW AMBIENT COOLING 'F 30 30 30 LOW AMBIENT CTL. W HEAT ISO RELAY • • • INDOOR FAN TIME DELAY RELAY • • • EVAPORATOR FREEZE STAT. • • • OUTDOOR T STAT LOCKOUT AUX. HEAT TIMED DEFROST • DEMAND DEFROST • • • HUMIDITY CONTROLLER PKG. THERMOSTAT AND SUB BASE: MANUAL CHANGE OVER T STAT AUTOMATIC CHANGE OVER T'sTAr • • • PROGRAMMABLE T STAT - NIGHT SET BACK - SEVEN DAY • • • - HOLIDAY J COOLING STAGES 2 2 1 HEATING STAGES 4 5 2 OTHER: BRONZ-GLOW PROTECTION ON HP UNITS • • • NOTES: 1, 2 1, 2 1, 2 MANUFACTURER LENNOX LENNOX LENNOX HEAT PUMP MODEL NO. SPA036 SPA048 HP26-024 WEIGHT Ib. 262 1 318 194 AIR HANDLER MODEL NO. CB30M-41 CB30M-65 CB30U-21 26 WEIGHT 190 220 150 NOTES: 1. BLOWER SHALL BE CONSTANT 2. PROVIDE 10 -YEAR WARRAN SPEED. ON BRONZ-GLOW ANTI -CORROSION COATING. PROJ. 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