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HomeMy WebLinkAbout118 Central Park Pl - BC02-001667 (NEW OFFICE & WAREHOUSE) (A)PERMIT ADDRESS '\ \�) �( e� ��� Ca -tai �.�'�� c0. CONTRACTOR e;,�Tt •"G c �- ���. Lc* . ADDRESS \)Q ?--c)a (-\-)04r)9 PHONE NUMBER �`1Cj - J'50 - PROPERTY OWNER ADDRESS ^ r onl- PHONE NUMBER �o \-A �� " �\ L \ r� c ELECTRICAL CONTRACTORC-� �, c•. r. MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE d d SUBDIVISION PERMIT # C)r \ u� c� DATE V r PERMIT DESCRIPTION PERMIT VALUATION,-� C.C' SQUARE FOOTAGE (-<Y-) i Is i I, L n II I REClffD J U L 17 2002 C.xCIVChKfAL NCJ I C� .yIVV 5r'CC.IrIC.H IICJIVO Q'� ri�-1`l� 01.1 THE INTENT OF THESE DRAWINGS AND NOTES 15 TO DEFINE TH15 PROJECT, IT 15 NOT WITHIN THE SCOPE OF (r A THESE DRAWING$ AND NOTES TO DESCRIBE EVERY C� DETAIL OF THE WORK NECESSARY TO CONSTRUCT THIS PROJECT,-'THL •CONTRACT©R•$HALL UNDERSTAND THAT HE 13 TO PROVIDE COMPLETE AND FINISHED WORK READY FOR THE INTENDED USE. THE CONTRACTOR AND SUBCONTRACTOR& SHALL REVIEW A COMPLETE SET OF -TRA CONSTRUCTION DOCUMENT°$ AND VI51T THE SITE TO 1 I I l 05TAIN A COMPLETE OVERVIEW OF THE WORK REQUIRED. IF THE CONTRACTOR FINDS THAT PERTINENT INFORMATION I$ MISSING OR MORE 15 REQUIRED, HE SPALL CONTACT THE ARCHITECT: 012 TH1= INFORMATION CCNTAINED ON THE DRAWINGS 15 IN l �' ITSELF CTIO i WITH AND VOID UNLESS USED IN ANF -ORD, ��f jIISRSIID A CCNJUNGTION WITH ALL THE NATES/SPECIFICATION, _f f„ •llj�•,� ��� ••••••ffjILLL TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES ETC_ INCORPORATED THEREIN BY THIS REFERENCE WHICH THE CONTRACTOR AND SUB CONTRACTOR(5) CERTIFY KNOWLEDGE OF BY SIGNING THE CONTRACT OR ENGAGING IN THIS WORK 01.3 THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE BUILDING, ENERGY, FIRE, HEALTH, SAFETY AND ACCESS CODES, REFERENCES TO THE CODE SHALL MEAN THE MOST RECENTLY ADOPTED EDITION OF CODES ADOPTED BY THE LOCAL BUILDING AUTHORITY. 01.4 THE CONTRACTOR SPALL PROVIDE ALL REQUIRED 6HEE'r N D x STRUCTURAL ENGINEER INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY _ AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK PROOF OF INSURANCE SHALL BE SUBMITTED TO 5HEE1I I THE OWNER PRIOR TO COMMENCEMENT OF WORK. NO. PAGE .5PEET TITLE 01.5 CONTRACTOR($) SHALL EXAMINE EXISTING CONDITIONS AT THE JOB SITE TO VERIFY ALL CONDITIONS AND THE EXTENT OF WORK. IF CONTRACTOR 0155ERVE5/D15COVER5ANY AREA OF THE PROJECT (INCLUDED IN WORK OR NOT) AO,1 1 OF 1 COVER 5NE_ET THAT 15 NOT IN COMPLIANCE WITH THE CODES, HE SHALL NOTIFY THE DESIGNER/ENGINEER Al z. of 1 FLOOR PLAN - NEW CN51RUCTION f- 01.6 CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THEt L AMERICAN FIELD AND NOTIFY DE5IGNER/ENGINEER OF DISCREPANCIES, Ct'V­ CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 42 3 OF 7 EXTERIOR ELE Y A I (ONS NEW VONFRUG I ION . � QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS__ ��. ".'w'�. AS TO THE EXTENT OF THE WORK. A3 4 OF 1 I IL6GM DULI. 6. ;�" ;s� j N GL 01.7 ALL SUB CONTRACTORS SHALL HAVE OR EXAMINE A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE TO NOTIFY GENERAL CONTRACTOR IF THEIR �..., +�) ' i`.(i ':RD., SU1E wtt, WINTER SPRINGS,, F�3..). 7 WORK WILL NOT COORDINATE SMOOTHLY WITH THE 51 5 OF7 FOUNDATION PLAN.OVERALL PROJECT. 40) 327-7700. F,, X (407) & (-0 —7 01.6 CONTRACTOR 15 RESPONSIBLE FOR THE METHODS OF 52 6 oF 1 5"fiRUGTURAL DETAILS CONSTRUCTION AND FOR THE COORDINATION ON ALL WORK �-- , 019 THE DESIGNER AND / OR ENGINEER SHALL NOT HAVE - CHARGE, CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION AN5 METHODS 5EQU NCES MEANS, E MMPI 7 of i MECNANICAL/ELEGTRIC;4L 4 PLUMBING PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 01.10 THE CONTRACTOR'S "REQUEST FOR PAYMENT" SHALL INCLUDE RELEASES OF LIEN FOR ALL MATERIAL SUPPLIERS AND 5UB-CONTRACTOR5 WORK RELATING TO THE REQUEST FOR PAYMENT. 01,11 ALL CHANGE ORDERS SHALL BE SIGNED BY THE OWNER • DESIGNER [CONSULTANT PRIOR TO COMMENCEMENT OF THE WORK TO BE CHANGED. 01.12 ALL 1�E04IRE12,TE$T5 5VA,,L,,RE PERFORMED BY AN APPROVED TE5TING LAB. TE5T5 RESULTS SHALL BE SUBMITTED TO OWNER, ARCHITECT AND ENGINEER. C05T OF TESTS SHALL BE INCLUDED IN CONTRACT PRICE. 01.15 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORK THE � ^� CONTRACTOR SHALL OBTAIN APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION, SAMPLES SHALL BE SUBMITTED UPON REQUEST. 01,14 THE CONTRACTOR SHALL GUARANTEE ALL WORK UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. 01.15 THE CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK AFTER CONSTRUCTION IS COMPLETED. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE JOB 51TE AT THE CONTRACTOR'S EXPENSE. 01.16 TEMPORARY SHORING OF ANY TYPE AND PURPOSE IS THE RESPONSIBILITY OF THE CONTRACTOR THI5 ARCHITECT HAS NOT DESIGNED SHORING AND HAS NO RESPONSIBILITY FOR IT. 01.11 ALL MANUFACTURERS, FABRICATORS, OR SUPPLIERS OF PREFABRICATED BUILDING UNITS, WHICH INCLUDE BUT ARE NOT LIMITED TO: FLOOR TRU55/JOI5T, ROOF TRUSS, BEAMS, COLUMNS s LINTELS, SHALL PROVIDE TO THE CONTRACTOR SHOP DRAWINGS WITH AN EM5055ED SEALINDICATING THAT A QUALIFIED PERSON HAS REVIEWED, AND UNDER5TAND5 THE DRAWINGS, 15 KNOWLEDGEABLE OF APPLICABLE CODES, HAS DESIGNED, AND WILL SUPPLY TO THE JOB 51TE A PRODUCT THAT WILL MEET THE REQUIREMENTS AND CONDITIONS WHERE INSTALLED IN THE WORK 03.1 CONCRETE: FOOTINGS: 3000 PSI IN 28 DAYS SLA55: 3000 1-51 IN 28 DAYS FILLED CELLS: 3000 PSI IN 28 DAYS COLUMNS: 3000 PSI IN 28 DAYS BEAMS: 3000 P51 IN 28 DAYS 06.1 NO WOOD FRAMING OR FIN15HES SHALL BE ABOVE THE FINISH CEILING LINE: 06.2 ALL WOOD FRAMING SHALL BE KILN DRIED AND HAVE A MINIMUM FIBER STRESS OF 1200 PSL 06.3 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIALS, La:;ne CP*'B.D A.I.B.h. 683 STALLINGS AVE. DELTONA'll FLORIDA 32738 407-,322.3898 FAX 407.321.-5263. BUILDER CONTRACTOR Conrad Construction, Inc. 01.1 INSULATION: INSTALL NEW: R-19 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE AREAS ONLY) R-4.2 FOIL -BACK INSULATION ON ALL MASONRY. WALLS. 09.1 THE MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FIN15HE5 SHALL BE: FOR EXITS a EXIT ACCESS CLA55 B FOR ALL OTHER AREA5 CLASS C 09.2 ALL DRYWALL SHALL RECEIVE (U COAT OF PREMIUM QUALITY PAINT APPLIED OVER A PRIMER COAT. 09.3 CONTRAGTOR-6HALL PROVIDE CLIENT WITH ONE COMPLETE BOX OF CEILING TILE OF THE TYPE USED ON TH15. PROJECT. STEVE CONRAD President P05T'OFFICE SOX 470424 TEL. 407.330.3238 LAKE MONROE, FL 32474 CELLS 407.709:4167 FAX 407.323.9445 O B:°�* Sanford Date: � T /. WII { , 683 $TALL*ll ... • � - ., . � DEI,TONA► Fl.Q;R�UA •32738 ; cl - 407.32Z.3898 FAX 447.31 -5263 e n� y ri "�..� ' 1t .. .r C.xCIVChKfAL NCJ I C� .yIVV 5r'CC.IrIC.H IICJIVO Q'� ri�-1`l� 01.1 THE INTENT OF THESE DRAWINGS AND NOTES 15 TO DEFINE TH15 PROJECT, IT 15 NOT WITHIN THE SCOPE OF (r A THESE DRAWING$ AND NOTES TO DESCRIBE EVERY C� DETAIL OF THE WORK NECESSARY TO CONSTRUCT THIS PROJECT,-'THL •CONTRACT©R•$HALL UNDERSTAND THAT HE 13 TO PROVIDE COMPLETE AND FINISHED WORK READY FOR THE INTENDED USE. THE CONTRACTOR AND SUBCONTRACTOR& SHALL REVIEW A COMPLETE SET OF -TRA CONSTRUCTION DOCUMENT°$ AND VI51T THE SITE TO 1 I I l 05TAIN A COMPLETE OVERVIEW OF THE WORK REQUIRED. IF THE CONTRACTOR FINDS THAT PERTINENT INFORMATION I$ MISSING OR MORE 15 REQUIRED, HE SPALL CONTACT THE ARCHITECT: 012 TH1= INFORMATION CCNTAINED ON THE DRAWINGS 15 IN l �' ITSELF CTIO i WITH AND VOID UNLESS USED IN ANF -ORD, ��f jIISRSIID A CCNJUNGTION WITH ALL THE NATES/SPECIFICATION, _f f„ •llj�•,� ��� ••••••ffjILLL TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES ETC_ INCORPORATED THEREIN BY THIS REFERENCE WHICH THE CONTRACTOR AND SUB CONTRACTOR(5) CERTIFY KNOWLEDGE OF BY SIGNING THE CONTRACT OR ENGAGING IN THIS WORK 01.3 THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE BUILDING, ENERGY, FIRE, HEALTH, SAFETY AND ACCESS CODES, REFERENCES TO THE CODE SHALL MEAN THE MOST RECENTLY ADOPTED EDITION OF CODES ADOPTED BY THE LOCAL BUILDING AUTHORITY. 01.4 THE CONTRACTOR SPALL PROVIDE ALL REQUIRED 6HEE'r N D x STRUCTURAL ENGINEER INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY _ AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK PROOF OF INSURANCE SHALL BE SUBMITTED TO 5HEE1I I THE OWNER PRIOR TO COMMENCEMENT OF WORK. NO. PAGE .5PEET TITLE 01.5 CONTRACTOR($) SHALL EXAMINE EXISTING CONDITIONS AT THE JOB SITE TO VERIFY ALL CONDITIONS AND THE EXTENT OF WORK. IF CONTRACTOR 0155ERVE5/D15COVER5ANY AREA OF THE PROJECT (INCLUDED IN WORK OR NOT) AO,1 1 OF 1 COVER 5NE_ET THAT 15 NOT IN COMPLIANCE WITH THE CODES, HE SHALL NOTIFY THE DESIGNER/ENGINEER Al z. of 1 FLOOR PLAN - NEW CN51RUCTION f- 01.6 CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THEt L AMERICAN FIELD AND NOTIFY DE5IGNER/ENGINEER OF DISCREPANCIES, Ct'V­ CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 42 3 OF 7 EXTERIOR ELE Y A I (ONS NEW VONFRUG I ION . � QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS__ ��. ".'w'�. AS TO THE EXTENT OF THE WORK. A3 4 OF 1 I IL6GM DULI. 6. ;�" ;s� j N GL 01.7 ALL SUB CONTRACTORS SHALL HAVE OR EXAMINE A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE TO NOTIFY GENERAL CONTRACTOR IF THEIR �..., +�) ' i`.(i ':RD., SU1E wtt, WINTER SPRINGS,, F�3..). 7 WORK WILL NOT COORDINATE SMOOTHLY WITH THE 51 5 OF7 FOUNDATION PLAN.OVERALL PROJECT. 40) 327-7700. F,, X (407) & (-0 —7 01.6 CONTRACTOR 15 RESPONSIBLE FOR THE METHODS OF 52 6 oF 1 5"fiRUGTURAL DETAILS CONSTRUCTION AND FOR THE COORDINATION ON ALL WORK �-- , 019 THE DESIGNER AND / OR ENGINEER SHALL NOT HAVE - CHARGE, CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION AN5 METHODS 5EQU NCES MEANS, E MMPI 7 of i MECNANICAL/ELEGTRIC;4L 4 PLUMBING PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 01.10 THE CONTRACTOR'S "REQUEST FOR PAYMENT" SHALL INCLUDE RELEASES OF LIEN FOR ALL MATERIAL SUPPLIERS AND 5UB-CONTRACTOR5 WORK RELATING TO THE REQUEST FOR PAYMENT. 01,11 ALL CHANGE ORDERS SHALL BE SIGNED BY THE OWNER • DESIGNER [CONSULTANT PRIOR TO COMMENCEMENT OF THE WORK TO BE CHANGED. 01.12 ALL 1�E04IRE12,TE$T5 5VA,,L,,RE PERFORMED BY AN APPROVED TE5TING LAB. TE5T5 RESULTS SHALL BE SUBMITTED TO OWNER, ARCHITECT AND ENGINEER. C05T OF TESTS SHALL BE INCLUDED IN CONTRACT PRICE. 01.15 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORK THE � ^� CONTRACTOR SHALL OBTAIN APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION, SAMPLES SHALL BE SUBMITTED UPON REQUEST. 01,14 THE CONTRACTOR SHALL GUARANTEE ALL WORK UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. 01.15 THE CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK AFTER CONSTRUCTION IS COMPLETED. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE JOB 51TE AT THE CONTRACTOR'S EXPENSE. 01.16 TEMPORARY SHORING OF ANY TYPE AND PURPOSE IS THE RESPONSIBILITY OF THE CONTRACTOR THI5 ARCHITECT HAS NOT DESIGNED SHORING AND HAS NO RESPONSIBILITY FOR IT. 01.11 ALL MANUFACTURERS, FABRICATORS, OR SUPPLIERS OF PREFABRICATED BUILDING UNITS, WHICH INCLUDE BUT ARE NOT LIMITED TO: FLOOR TRU55/JOI5T, ROOF TRUSS, BEAMS, COLUMNS s LINTELS, SHALL PROVIDE TO THE CONTRACTOR SHOP DRAWINGS WITH AN EM5055ED SEALINDICATING THAT A QUALIFIED PERSON HAS REVIEWED, AND UNDER5TAND5 THE DRAWINGS, 15 KNOWLEDGEABLE OF APPLICABLE CODES, HAS DESIGNED, AND WILL SUPPLY TO THE JOB 51TE A PRODUCT THAT WILL MEET THE REQUIREMENTS AND CONDITIONS WHERE INSTALLED IN THE WORK 03.1 CONCRETE: FOOTINGS: 3000 PSI IN 28 DAYS SLA55: 3000 1-51 IN 28 DAYS FILLED CELLS: 3000 PSI IN 28 DAYS COLUMNS: 3000 PSI IN 28 DAYS BEAMS: 3000 P51 IN 28 DAYS 06.1 NO WOOD FRAMING OR FIN15HES SHALL BE ABOVE THE FINISH CEILING LINE: 06.2 ALL WOOD FRAMING SHALL BE KILN DRIED AND HAVE A MINIMUM FIBER STRESS OF 1200 PSL 06.3 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIALS, La:;ne CP*'B.D A.I.B.h. 683 STALLINGS AVE. DELTONA'll FLORIDA 32738 407-,322.3898 FAX 407.321.-5263. BUILDER CONTRACTOR Conrad Construction, Inc. 01.1 INSULATION: INSTALL NEW: R-19 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE AREAS ONLY) R-4.2 FOIL -BACK INSULATION ON ALL MASONRY. WALLS. 09.1 THE MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FIN15HE5 SHALL BE: FOR EXITS a EXIT ACCESS CLA55 B FOR ALL OTHER AREA5 CLASS C 09.2 ALL DRYWALL SHALL RECEIVE (U COAT OF PREMIUM QUALITY PAINT APPLIED OVER A PRIMER COAT. 09.3 CONTRAGTOR-6HALL PROVIDE CLIENT WITH ONE COMPLETE BOX OF CEILING TILE OF THE TYPE USED ON TH15. PROJECT. STEVE CONRAD President P05T'OFFICE SOX 470424 TEL. 407.330.3238 LAKE MONROE, FL 32474 CELLS 407.709:4167 FAX 407.323.9445 O B:°�* Sanford Date: � T /. WII { , 683 $TALL*ll ... • � - ., . � DEI,TONA► Fl.Q;R�UA •32738 ; cl - 407.32Z.3898 FAX 447.31 -5263 e n� y ri "�..� ' 1t .. ft Ll� � 0 81 10, (D )C -7i � I , I I FF1 E F1 CAN 0 U9 IOM M 0- Eel MORE ka, -19 PLOOF FLAN. C`Vc ice- 4L- 5CALE: This structure vlas designed in accordanee with, and meets the requirements of Section 1600 Florida Building Code 2001 For _4Z_0M.P.K wind zone. CONSTRUCTION NOTES PROJECT OWNERS MANUAL: A.] 5UBCONTRACTOR56HALL GIVE TO CONTRACTOR PRODUCT LITERATURE FOR INSTALLED EQUIPMENT AND PRODUCTS THAT REQUIRE MAINTENANCE OF ANY TYPE ,/INCLUDING RELAMP OF LIGHT FIXTURES) AND ANY MAINTENANCE INSTRUCTIONS AND WARRANTEE5. CONTRACTOR SHALL INCLUDE PHONE AND ADDRE55 CONTACTS FOR REPAIR / MAINTENANCE AND BIND 'CHIS INFORMATION IN AN 81/2 X 11 NOTEBOOK. THIS MANUAL SHALL ALSO INCLUDE A COMPLETE L15TING OF IDENTIFICATION INFORM4TION FOR ALL FINISH MATERIALS INCLUDING CEILING TILE, FLOOR TILE AND CARPET. PLASTIC LAMINATE AND PAINT CONTRACTOR SHALL PROVIDE TO OWNER THIS PROJECT MAINTENANCE MANUAL AT COMPLETION OF PROJECT. 4.4 THE MINIMUM DISTANCE REINFORCING STEEL MAY BE FRO!"'I. THE SURFACE OF CONCRETE SHALL BE AS FOLLOWS: 3" - WHERE CONCRETE 15 PLACED AGAINST THE 11/2" WHERE CONCRETE 15 PLACED AGAINST THE FOR'15 BUT WILL BE EXP05ED TO GROUND OR WEATHER AFTER FORM REMOVAL. I" - FOR ABOVE GRADE SLABS 4 WALLS 2" - FOR BEAMS AND COLUMNS. CONSULT WITH ARCHITECT IF ABOVE CONFLICTS WITH DET,411_5. A.0 &" G_M.0 WALLS WITH HORIZONTAL JOINT REINFORCEMENT ,45 INDICATED (MIN. I(o" OC.) AND VERTICAL REINFORCE ,45 INDICATED. qg INDICATES TYPICAL FILLED GMU CELL FILLED AND TAMPED WITH APPROVED GROUT AND REINFORCED WITH (1) 05 BAR LAPPED TO PROVIDE CONTINUOUS TIE FROM FOOTING TO UPPERM06T TIE BEAN. LOCATE AT CORNERS, AND AS INDICATED ON PLANS OR EVERY AS REQUIRED BY CODE. A.1-1 (' AaBAR&HANDICAP 70ILET(6': I 1-')1,4.,l 1/2"CLEAR FROM WALLt 33" ABOVE FINISHED FLOOR.. ANCHORED TO SUPPORT 250 L56: ONE AT SIDE 42" LONG CENTERED ON N05E OF TOILETt ONE 30" LONG CENTERED BEHIND TOILET. A.10 NON BEARING INTERIOR WALLS 31/2" 5TUD5AT I(o" O.C. WITH TOP AND BOTTOM PLATE, A.19 F,T. FURRING AND DRYWALL OVER CMU WALLS. A.25 AT LOCATIONS WHERE WALL MEETS GLASS OR MULLION, EXTEND WALL TO MEET. PROVIDE ACOUSTICAL SEAL. SEE DETAIL 426 SEALANT: APPLY 5EALANT AT JOINING --)F ALL D1551MILAR MATERIAL5.EXP06ED TO WEATHER AND AT S/ -F-5 EXPOSED TO /IEW. i� SEALANT: A FULL BED OF SEALANT AT WINDOW AND _ ,OI -_'R cRAJ E5 (INS, THRE544CLD) AND A SCNTIkItOU5 eE/-[> 47 PERIMETER_ "RE"OLD AND FULL UEATHER STRIPP,NS ON ALL 4*155 4r ALL E>e,E;RIOR DOORS. 4-2a IN15(;"14TION: tN5TAi_L NEW. BATT NSULAT,ONABOVE LAT -IN CEILIWj (IN OFF4CE AREAS ONLYj R-42 FOIL -BACK INSULATION ON ALL MASONRY WALLS. 4.31 SAFETY GLAZING -0144ALL COMPLY WITH 5.B.C, 2103. 4._2 ALL DOOR HARDWARE SHALL MEET CURRENT CODES FOR HANDICAP. FINAL SELECTION OF HARDWARE STYLE AND r-IN15H 5Y CLIENT. .434 ALL WINDOW AND DOOR FRAMES SHALL BE SECURED TO SURROUNDING WALL AS PER MANUFACTURER / SUPPLIER RECOMMENDATION FOR WIND ZONE LOCATION. ,435 ANCHOR ALL EXTERIOR DOOR FRAMES TO MASONRY WALLS. ,4371 '-/2" GYP BOARD ON BOTH 51DE5 OF ALL FRAME WALLS_ 4.39 4T ALL C_PAW_xE IN FLOOR MATERIAL PROVIDE APPROPRIATE TRANSITION STRIP, IF: AT DOOR, LOCATE DIRECTLY UNDER DOOR 4.40 SEE INTERIOR DECORATING INFORMATION FOR SPECIFIC SELECTIONS OF FINISH MATERIAL(5) COLORS AND TEXTURES. 4,42 THE MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE: FOR EXITS AND EXITACCESS CLA55 5 FOR ALL OTHER ARE45 GLASS C FLOOR FLAN SYMBOLS C D r,>oom JAMER FINISH SCHEDULE - SEE FINISH 504ED�ULE = I DOOR 5rMBOL- SEE DOOR SCHEDULE 0 WINDOW SYMBOL - SEE WINDOW SCHEDULE WALL TYPE - SEE WALL LEGEND INTERIOR ELEVATION 5ECTiON REFERENCE - DETAIL DETAIL NOTE5 E � EX15TW3 DIMENSION A— 7 MAY BE MINIMUM DIMENSION /-Cc)MBNEI) RADIUS AL ALIGNMENT LINE CENTER LINE P05 POINT OF BE6MING FOR LAYOUT ITEM ABOVE ----------- ------- I ITEM BELOW T n,IjJ, TOP r -F WALL 5TRUCTUALLY AE)EQUATE FOR 120 W 1 N In./ 5 T DRAWING MEETS THE RE I MENT5 5ET F k D AW 0 M I E " N� '1 EE T5 THE I. N ET F H T5 IN GH4F R I(o CF'_ i 144E DING _OD NAS DING CODE 2001 D N 5L 15kE E 45 ' 5L 15HED 5� T 55C D Op T 55CCI AND OPTED GI 5 TH LOC JUR15DI 10� THE LOCAL JUR15DI ION 2002 LANE TPAWICK, C,F.5.D./ ane TRAWICK C.P*B.D. / A.I.B.D. 683 STALLINGS AVE. DELTONA, "RIDA 32738 407-322-3898 FAX 407-3ZI-5263 F Z U_ tlj 0 Z 0 U Z U_ LL -A Co 0 0 -A Z E-4 E-4 JOHN J. WEF'BERT, M, P.E. STATE OF FLORIDA REG. NO. 3WO5 C)F;-:14UN By: j 0 F �Uj 4 T A RE Cs. W CHECKED BY: DATE: SCALE: C4L E AS NOTED N TE D F;� wIN N� FR -AWING NO. L SHEET NO. A LI 2 =0F SHEET e -I �)'r- -1-75.7-1 —Z-7.4- + 7--(.4+ 7-4,71) --ZG q FRONT ELEVATION 5GALE:1/8" =1'-O" "7 o Of -L1 i r W r_L-1 C)O-AIN r/ v n 10 1.1LINl.. PLS COLOR MATCH SPLIT FACED BLK. = I G_ �== I/ A IN I -,-,I _-Wir EL=\/ T10",l MANSARD PNL5. PRE -FIN. MTL. SID 5GALE:1/S" = I' -O" ".. .�........ [.. 1 `-� ,, JOINT X24.7, F/;r`= ELFVATON SGALE: I/a" =1'-O" a ) F'NL5. MTL. 5Ti 8 X 16 CONC. BLK SPLIT FACED BLOCK C^. ^p MATCH SPLIT +�s 2, - Z7 4 FAc:k I N T 1E L v I �I GYM' c tea" w 4,, "P'`T' STRUCTUALL ADIEQUATE FOR 120 M.P.N. WINDS. T higss vF s d s1Qnad it y'"�.;,a•w,:,,..+.u[cr..e ';sir"�3.�e� xliC{e� tlE�';�pv.eB.��+Y+q the Floridaoil Buikr-"inn Cede 20W For JZ m.P.H. wind zone. T DRAWING MEETS THE RE kEMENT� SET FO N CHA *ER 16 OF T STANDA UI G GORE 2001 EDITIO t UBLISHED BY TH Gul AN DOPTE BY E L<_? 4 HE IS To PROVIDE COMPLETE AND FINISHED WORK READY 09.1 1 Ht MINIMUM t -LAI -117- 0r_Kt:Ai..4 C_LAV:21rv_A I If_jIx (./r. FOR THE INTENDED USE. THE CONTRACTOR AND INTERIOR FINISHES 5PALL BE,. T -3 WALL. 5 ,7 01v CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE SU5CONTRACTOR5i SHALL REVIEW A COMPLETE SET OF FOR EXITS 4 EXIT ACCESS CLASS 5 CONSTRUCTION DOCUMENTS AND VISIT THE 51TE TO FOR ALL OTHERAREA5 CLASS OBTAIN A COMPLETE OVERVIEW OF THE WOW REQUIRED, MARK P FIELD AND NOTIFY ARCHITECT OF DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLwQUANTITIE5, v i < ov IF THE CONTRACTOR FINDS THAT PERTINENT 092 CONTRACTOR SHALL PROVIDE CLIENT WITH ONE TYPE FRAME THRESH. HARDW, INFORMATION 15 MISSING OR MORE 15 REQUIRED, HE SHALL COMPLETE BOX OF FLOOR TILE AND CEILIW:s TILE OF THE DIMENSIONS, AND FINAL DETERMINATIONS 45 TO THE EXTENT OF THE .WORK. C, 314" X 614311 CONTACT THE ARCHITECT AND/OR. ENGINEER TYPE USED ON TP15 PROJECT. MTL, 14. nom, SINGLE LT. GLA55 P.M. 01.1 ALL SUBCONTRACTORS SHALL HAVE OF, EXAMINE A 01,2 THE INFORMATION CONTAINED ON THE DRAWING5 IS IN YES = 5/a" DRYWALL ;4 31-0" X (o' -a" 1 3/4" MTL, REV11'_")10N5• I FLU51­1 H.M. TRADE FRACTICE5, OR APP Vf_-ABLE 5TAKIDARD5, CODES YE5 C ETC,, INCOF4=CRATED THEREN'BY Td415 REFERENCE q LU 1WN 110. WQ, E R f;: THE CONTRACTOR AND eG5 Cf_-4\1TRACTOR5, - I TP.Y KjNCW,_EE;GE CF Fk)-4_IGN,WS T;4E CCNTFZAS7 _-,R ;_44aASiW, N, TW15 UGA'R< P.M. NOTES AND SPECIFICATIONS LOCK 00. rPE CCkn p . =C 4 1:�*:,� M_ 'TRUK,-VON' CIF 7'4�C- FRC.' T e44. L1.1' �MTA 4_1L S a;RGT, =;�RZ­ "E 01.: CONTRACTOR SHALL VERIFY WITH THE OUkIER, THAT AL TRAW C 13/4" ;E 4-cR7an- .aENERAL MATERIALS CALLED IN THESE [DRAWINGS MEET WITH THE T;-;z t CC.—AL '—R 7- LOCK 6,83 NTA.LM?iW AVE, aR,4,CTOR, iWAIP t FFR�`/ICN= 't I RE AND FROr�- EFZTY FOR T' !E r�EFAX D&VIGMA4 fWXJVA YtM 407-321-5263 01.1 THE INTENT OF THESE DRAWINGS AND NOTES 15Ta 01.1 IN5ULATION; INSTALL NEW: tl,'CW, FROCIF F IN5'JF_4N(-_E 5H. LL E3E iUBMITTED TC IMPROVEMENTS, ROLL UP 5TL. Uj Z p > w ik 0 w 4 ?7\ L" THE C14NER PRIOR TO CGMNENCEMENT CF WORK. 01.5 CONTRACTOR(5) SHALL EXAMINE EXIvTIN* r _CNIDITIONS AT THE -JOB SITE TO VEFRIFT ALL CONDITIONS AND T�4;_= EXTENT OF WORK IF CONTRACTOR 065EMRVE5/DfSCO1/ER,5 ANY AREA OF THE PROJECT (INCLUDED IN IJ0ORK OR NOT.) THAT 15 NOT IN COMPLIANCE WITH THE GODE$, HE SHALL DEFINE THIS PROJECT. IT IS NOT WITHIN THE SCOPE OF R-19 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE 1, ALL DOORS SHALL BE OPERABLE FROM THE INSIDE 0I.I0THE ARCHITECT ANDV OR ENGINEER 5PALL'NOT HAVE 'F WITH OUT SPECIAL KNOWLEDGE,GfR EFFORT OR THE USE Cl THESE DRAWING$ AND NOTES T&IDESCR15E EVERY AREA S ONLY) KEY AND, SHALL 5E.�SELECTED FROM . ADA PRODUCT5. ALL. DOORS SHALL BE EQUIPPED WITH H.C. ACCESSIBLE DETAIL OF THE WOW NECE 55AF�YJO CONSTRUCT THIS R-4.2 FOIL -BACK INSULATION ON ALL MASONRY WALLS, PRODUCTS. 3. CONSULT WITH CLIENT FOR LOCKING AND KEYING, t PROJECT. THE CONTRACTOR SHALL UNDERSTAND THAT 4 HE IS To PROVIDE COMPLETE AND FINISHED WORK READY 09.1 1 Ht MINIMUM t -LAI -117- 0r_Kt:Ai..4 C_LAV:21rv_A I If_jIx (./r. FOR THE INTENDED USE. THE CONTRACTOR AND INTERIOR FINISHES 5PALL BE,. FIND THIS 5-'MBOL ON F'>LAN NEAR, DOOR' -3 WALL. 5 • 4 01v CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE SU5CONTRACTOR5i SHALL REVIEW A COMPLETE SET OF FOR EXITS 4 EXIT ACCESS CLASS 5 CONSTRUCTION DOCUMENTS AND VISIT THE 51TE TO FOR ALL OTHERAREA5 CLASS OBTAIN A COMPLETE OVERVIEW OF THE WOW REQUIRED, MARK .,51ZE FIELD AND NOTIFY ARCHITECT OF DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLwQUANTITIE5, v i < ov IF THE CONTRACTOR FINDS THAT PERTINENT 092 CONTRACTOR SHALL PROVIDE CLIENT WITH ONE TYPE FRAME THRESH. HARDW, INFORMATION 15 MISSING OR MORE 15 REQUIRED, HE SHALL COMPLETE BOX OF FLOOR TILE AND CEILIW:s TILE OF THE DIMENSIONS, AND FINAL DETERMINATIONS 45 TO THE EXTENT OF THE .WORK. C, 314" X 614311 CONTACT THE ARCHITECT AND/OR. ENGINEER TYPE USED ON TP15 PROJECT. MTL, 14. nom, SINGLE LT. GLA55 P.M. 01.1 ALL SUBCONTRACTORS SHALL HAVE OF, EXAMINE A 01,2 THE INFORMATION CONTAINED ON THE DRAWING5 IS IN YES = 5/a" DRYWALL ITSELF INCOMPLETE AND VOID'UNLE55 USED IN 31-0" X (o' -a" 1 3/4" MTL, CONJUNCTION WITH ALL 1 THE NOTES/SPECIFICATION, FLU51­1 H.M. TRADE FRACTICE5, OR APP Vf_-ABLE 5TAKIDARD5, CODES YE5 C ETC,, INCOF4=CRATED THEREN'BY Td415 REFERENCE q LU 1WN 110. WQ, E R f;: THE CONTRACTOR AND eG5 Cf_-4\1TRACTOR5, - I TP.Y KjNCW,_EE;GE CF Fk)-4_IGN,WS T;4E CCNTFZAS7 _-,R ;_44aASiW, N, TW15 UGA'R< P.M. LOCK 00. rPE CCkn p . =C 4 1:�*:,� M_ 'TRUK,-VON' CIF 7'4�C- FRC.' T e44. L1.1' �MTA 4_1L S a;RGT, =;�RZ­ "E 01.: CONTRACTOR SHALL VERIFY WITH THE OUkIER, THAT AL TRAW C 13/4" ;E 4-cR7an- WE). MATERIALS CALLED IN THESE [DRAWINGS MEET WITH THE T;-;z t CC.—AL '—R 7- LOCK 6,83 NTA.LM?iW AVE, aR,4,CTOR, iWAIP t FFR�`/ICN= 't I RE AND FROr�- EFZTY FOR T' !E r�EFAX D&VIGMA4 fWXJVA YtM 407-321-5263 IT - O" X 14'-0" 1 3/4" tl,'CW, FROCIF F IN5'JF_4N(-_E 5H. LL E3E iUBMITTED TC IMPROVEMENTS, ROLL UP 5TL. Uj Z p > w ik 0 w 4 ?7\ L" THE C14NER PRIOR TO CGMNENCEMENT CF WORK. 01.5 CONTRACTOR(5) SHALL EXAMINE EXIvTIN* r _CNIDITIONS AT THE -JOB SITE TO VEFRIFT ALL CONDITIONS AND T�4;_= EXTENT OF WORK IF CONTRACTOR 065EMRVE5/DfSCO1/ER,5 ANY AREA OF THE PROJECT (INCLUDED IN IJ0ORK OR NOT.) THAT 15 NOT IN COMPLIANCE WITH THE GODE$, HE SHALL MANUAL ,NOTIFY 17HE ARCHITECT. FIND THIS 5-'MBOL ON F'>LAN NEAR, DOOR' -3 WALL. 5 • 4 01v CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE > Z MARK .,51ZE FIELD AND NOTIFY ARCHITECT OF DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLwQUANTITIE5, v i < ov MAT. TYPE FRAME THRESH. HARDW, CI -05,. DIMENSIONS, AND FINAL DETERMINATIONS 45 TO THE EXTENT OF THE .WORK. C, 314" X 614311 1 3/4" MTL, 14. nom, SINGLE LT. GLA55 P.M. 01.1 ALL SUBCONTRACTORS SHALL HAVE OF, EXAMINE A 0) YES = 5/a" DRYWALL COMPLETE SET OF CONSTRUCTION DOCUMENTS AND BE 31-0" X (o' -a" 1 3/4" MTL, RESPONSIBLE To NOTIFY GENERAL CONTRACTOR IF THEIR WORK WILL NOT 5MOOTHLY WITH THE FLU51­1 H.M. COORDINATE OVERALL PROJECT. YE5 C 01,3 CONTRACTOR 15 RESPONSIBLE FOR THE METHODS OF q LU 1WN 110. WQ, CONSTRUCTION AND FOR THE COORDINATION- ON ALL WORK. P.M. LOCK YES 01.: CONTRACTOR SHALL VERIFY WITH THE OUkIER, THAT AL 3'-0" X V -V' 13/4" WD. WE). MATERIALS CALLED IN THESE [DRAWINGS MEET WITH THE HM, LOCK YES STANDARDS AND REQUIREMENTS SET FOR THE E IT - O" X 14'-0" 1 3/4" MTL, IMPROVEMENTS, ROLL UP 5TL. LOCK MANUAL 1, ALL DOORS SHALL BE OPERABLE FROM THE INSIDE 0I.I0THE ARCHITECT ANDV OR ENGINEER 5PALL'NOT HAVE 'F WITH OUT SPECIAL KNOWLEDGE,GfR EFFORT OR THE USE Cl CHIARnF. CONTROL OR RF RESPONSIBLE FOR KEY AND, SHALL 5E.�SELECTED FROM . ADA PRODUCT5. CONSTRUCTION MEANS, METHOD5,"51EaUENCF:5, PROCEDURES OF, FOR 5AFETY PRECAUTIONS AND'.' PROGRAMS. x LH 01,11 - ALL MANGE ORDERS SHALL BE SIGNED BY THE OWNER PRIOR TO COMMENCEMENT OF THE WORK TO BE CHANGED. IF4 Iz 14, 01,12,LALL RECUIRED TESTS SHALL BE PERFORMED BY AN -------- APPROVED TESTING LAB, TESTS RE6ULT5 SHALL BE Y) SUBMITTED TO OWER, ARCHITECT AND ENGINEER. COST [L T OMMW IEF L [PISP., OF TESTS SHALL BE INCLUDED IN CONTRACT PRICE. CUT TO CUT o113 THE CONTRACTOR. • 5PALL SUBMIT 5POF DRAWINGS FOR <4 .11 124 42" MIN .61-6 1/1611, ALL PREFABRICATED ITEMS OF THE WORK. THE. TG BAR I In4 FLA NGE6 CONTRACTOR SHALL OBTAIN APPROVAL OF 5POF L DRAWINGS PRIOR TO FABRICATION. SAMPLES SHALL BE GrrJTPD. EB - E3 - 1z SUBMITTED UPON FREaUE5T. )_1 GUARANTEE ALL WORK UNDER IN6ULATE 11 <1 COVER OR' 01.14 THE CONTRACTOR SHALL V 4 I_•_-__-_. HMO 0124 THIS CONTRACT TO BE FREE FROM DEFECTS IN EXP06ED f L all r•MATERIALS- ILI cri MATERIALS OR WOWMAN5qIP FOR A PERIOD OF ONE. CADET 2166 YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. MIN. E WOF 01,15 THE CONTRACTOR SHALL CLEM ALL AREAS OF THE K AFTER CONSTRUCTION 15 COMPLETED. ALL TRASH AND TYPICAL BATH FLAN LAY SIDE ELEVATION SIDE ELEVATION FRONT ELEVATION DE5RI5 SHALL BE REMOVED FROM THE JOB SITE AT THE N.T.$ CONTRACTOR'S EXPENSE: -4 CL R. FLR. SPACE LINE FOR TOILET 01,1(v TEMPORARY. SHORING OF ANY TYPE AND .PURP05E 15 THE El f 'OltR T RE5PON51151LITY OF THE CONTRACTOR THIS ARCHITECT Z MIN. 40" 6ro" (g)CLR. F R. SPACE 'FOR LAI�ATO�Y HAS NOT DESIGNED SHORING AND PAS NO w MINIMUM 30" X 45" RESPONSIBILITY FOR IT. LU HANDICAP T -TURN SPACE UF=�fkIER5 Or - 01.11 ALL MANUFACTURERS, FABRICATORS, OR 5 PREFABRICATED BUILDING UNITS, WHICH INCLUDE BUT ARE.E - ------ NOT LIMITED TO: FLOOR TRU55/JO15T, ROOF TRUSS, I ) '�, , I . . � I . i . 4 BEAMS COLUMNS 4 LINTELS SPALL PR 1/1 E TO THE 5v vl� Ik I FLOOR FIND THIS 5-'MBOL ON F'>LAN NEAR, DOOR' -3 WALL. 5 • 4 DOOR MARK -1. —DR SIZE' MARK .,51ZE THICK CORE MAT. TYPE FRAME THRESH. HARDW, CI -05,. A 314" X 614311 1 3/4" MTL, ALUM, SINGLE LT. GLA55 P.M. ALUM. IDEAPE30LT YES = 5/a" DRYWALL 5 31-0" X (o' -a" 1 3/4" MTL, STL. FLU51­1 H.M. LOCK YE5 C 3'-0". X 6'-a" 13/4" 110. WQ, FLUSH P.M. LOCK YES D 3'-0" X V -V' 13/4" WD. WE). FLUSH HM, LOCK YES E IT - O" X 14'-0" 1 3/4" MTL, 5TL. ROLL UP 5TL. LOCK MANUAL 1, ALL DOORS SHALL BE OPERABLE FROM THE INSIDE 'F WITH OUT SPECIAL KNOWLEDGE,GfR EFFORT OR THE USE Cl KEY AND, SHALL 5E.�SELECTED FROM . ADA PRODUCT5. ALL. DOORS SHALL BE EQUIPPED WITH H.C. ACCESSIBLE FROM HARDWARE TO BE SELECTEDCODE COMPLIANCE ' PRODUCTS. 3. CONSULT WITH CLIENT FOR LOCKING AND KEYING, t 01,12,LALL RECUIRED TESTS SHALL BE PERFORMED BY AN -------- APPROVED TESTING LAB, TESTS RE6ULT5 SHALL BE Y) SUBMITTED TO OWER, ARCHITECT AND ENGINEER. COST [L T OMMW IEF L [PISP., OF TESTS SHALL BE INCLUDED IN CONTRACT PRICE. CUT TO CUT o113 THE CONTRACTOR. • 5PALL SUBMIT 5POF DRAWINGS FOR <4 .11 124 42" MIN .61-6 1/1611, ALL PREFABRICATED ITEMS OF THE WORK. THE. TG BAR I In4 FLA NGE6 CONTRACTOR SHALL OBTAIN APPROVAL OF 5POF L DRAWINGS PRIOR TO FABRICATION. SAMPLES SHALL BE GrrJTPD. EB - E3 - 1z SUBMITTED UPON FREaUE5T. )_1 GUARANTEE ALL WORK UNDER IN6ULATE 11 <1 COVER OR' 01.14 THE CONTRACTOR SHALL V 4 I_•_-__-_. HMO 0124 THIS CONTRACT TO BE FREE FROM DEFECTS IN EXP06ED f L all r•MATERIALS- ILI cri MATERIALS OR WOWMAN5qIP FOR A PERIOD OF ONE. CADET 2166 YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. MIN. E WOF 01,15 THE CONTRACTOR SHALL CLEM ALL AREAS OF THE K AFTER CONSTRUCTION 15 COMPLETED. ALL TRASH AND TYPICAL BATH FLAN LAY SIDE ELEVATION SIDE ELEVATION FRONT ELEVATION DE5RI5 SHALL BE REMOVED FROM THE JOB SITE AT THE N.T.$ CONTRACTOR'S EXPENSE: -4 CL R. FLR. SPACE LINE FOR TOILET 01,1(v TEMPORARY. SHORING OF ANY TYPE AND .PURP05E 15 THE El f 'OltR T RE5PON51151LITY OF THE CONTRACTOR THIS ARCHITECT Z MIN. 40" 6ro" (g)CLR. F R. SPACE 'FOR LAI�ATO�Y HAS NOT DESIGNED SHORING AND PAS NO w MINIMUM 30" X 45" RESPONSIBILITY FOR IT. LU HANDICAP T -TURN SPACE UF=�fkIER5 Or - 01.11 ALL MANUFACTURERS, FABRICATORS, OR 5 PREFABRICATED BUILDING UNITS, WHICH INCLUDE BUT ARE.E - ------ NOT LIMITED TO: FLOOR TRU55/JO15T, ROOF TRUSS, I ) '�, , I . . � I . i . 4 BEAMS COLUMNS 4 LINTELS SPALL PR 1/1 E TO THE 5v vl� Ik I FLOOR 2 SAS E -3 WALL. 5 4 G -E IL IN V 3 1/2" COLONIAL E3A5E p = 5/8" DRYWALL G = 2'X 4' ACOUSTICAL GRID W413 VINYL T = CERAMIC TILE BASE ,#NOTE: ALL ITEMS NOTED A6 SELECTED BY OMER, ARE TO BE PROVIDED AND INSTALLED BY CONTRACTOR 1) = 5/a" DRYWALL V VINYL BASE E3 = MA50NRY WALL (PAINT) G = 'CARPET = SEALED CONCRETE NO 5A5E TOILET ROOM ACCE550RIE5 PROJECT GOIDE ITEM PTD PAPER TO1J.EL D15PEN$ER TPN TOILET PAPER HOLDER NCa5 HANDICAPPED GRAB BAR 42" LOWS 11/2" DIA, W413 HANDICAPPED GRAB BAR 36' LONG 1 1/2" DIA MIR. MIRRORS SELECTED BY MER (50T: MTD MAX. 38" AFF) ,#NOTE: ALL ITEMS NOTED A6 SELECTED BY OMER, ARE TO BE PROVIDED AND INSTALLED BY CONTRACTOR CONTRACTOR SHOP DRAWINGS WITH AN EME3055ED SEAL INDICATING: THAT A QUALIFIED, PERSON HAS BRACE TO REVIEWED, AND UNDERSTANDS THE DRAWINGS, 15 5TRIXTURE KNOWLEDGEABLE OF APPLICABLE CODES, HAS A$ IREO'D DE51GNED,,AND WILL SUPPLY TO THE JOB SITE A HORIZONTAL SECTION PRODUCT THAT WILL MEET THE REQUIREMENTS AND CONDITIONS WHERE INSTALLED IN THE IJ)OFK ACOUSTICAL LAT -IN CEILING FROYIDE ?' FIM BLOCK AT CEILIWj LINE IN WOD WALL$ 03.1 CONCRETE.: FOOTINGS: 3000 P51 IN 25 PAYS 31/2" WOOD 5TU1>6 a 161, O.C. SLABS: 3000 P61 IN 23 DAYS FILLED CELLS: 3000 P51 IN.20 DAYS I& GYPSUM IVALL50"'ARD' EA WE COLUMNS: 3000 P51 IN 25 DAYS 5-AM5: 3000 P51 IN 23 DAYS BASE: SEE FINISH 6rHEC>ULE 7 YEf;ZrICAL SECTION 06.1 ALL WOOD FRAMING SHALL BE KILN PRIED AND HAVE A MINIMUM FIBER STRESS OF 1200 P51. < Ty 1ALL'TIROIGH CEILING 0(2.2 ALL WOOD IN CONTACT WITH C-6NCRETE OR MA50NRY L SHALL BE PRESSURE TREATED. OR HAVE AN APPROVED > WOOD TYPICAL WALL AL SEPARATING MATERIALS. 6.J JOHN J. ,HERBERT, 1r1, RE. STATE OF FL-ORIPA REG. NO. 39505 [)F;,AWN 15Y, RLW NAM cI-I�cKED BY: DATE: STRUGTUALLY ADEQUATE FOR 120 MPA WIND5. 5/5/02 Z -ALE- THi DRAWING IF�T5;/AE AS NOT ED REQUI MENTA 5ETFORTH DRAWING NO, IN CPAP 16 THE accordance with, and meets the ?00,) - I k;: 51�4EET NO. CM -0202-1110 This structUre was designed In STANDARD ILPIWj CODE requirements of Section 1600 5 C1 AN ADOPTED Florida Building Code 2001 wird zone. IHS L JUR1111 ICTICN, For M.P.H. 4 0� SHE E_ T::2 F'� R 16 H T - "002 LANE T F;,' A W 1,�­ FILL CELL W/ W#5 VERTICAL EXPANSION MATERIAL FILL CELL W/ /--Cll#5 VERTICAL 8'x8'x16 RAKE AND CAUL E rnKIT uCZ ocDAO COURSE LL CELLS W/ i VERTICALS, 90° :ND 25' LAP ION MATERIAL TYPICAL EXPANSION --JUI I DETAIL. TYPICAL. EXPAKION JOINT DETAIL @ COLUMN LINES @ TOP LINTEL COURSE NOTES, 1) CONTRACTOR SHALL PR❑VIDE CONTROL JOINTS IN MASONRY WALLS AT A MAX, HORIZONTAL DISTANCES OF 80 FT. , AT LOCATIONS IN LONG STRAIGHT WALLS, WHERE ALL MASONRY WALLS AND CAST -IN-PLACE CONCRETE WALLS MEET, AT ALL ABRUPT CHANGES IN WALL HEIGHT. 2) USE A COATED 5/8" x 12" LONG STEEL HORIZ PIN 2 TOP LINTEL COURSE, A( A BUILDING SECTION L4# OF THE FLORIDA ' BUILDING CODE 2001.SHEET , S.4 SCALE: 1/4"= V-01) 33'-4" 207,N. MOSS RD,, SUI'12 211; WINTER SPRINGS, FLA 32708 OF.3,000 PSi AT 28 DAYS A. SLUMP OF 4" PLUS OR. MINUS 1` -AND STEEL COL. BY. OTHERS HAVE 2-4% AIR ENTRAINMENT, .AND A MAXIMUM WATER TO CEMENT STEEL COL. BY OTHERS C COPYRIGHT- 2002 LANE TRAWICK,' .C,P.B.D./ A.I.0.D. RATIO OF 0,58. r 4' CONC, SLAB W/ BL -------------------- 4' CONC, SLAB W/ 1,6xr, 10-1 W.W,M• 6X6 10-1 W.W.M. a ---- -- ` .a " '.. , °=11 -III=1 _ — _ .006 li—III—III—III— a; v�. 2 _pLM ill I I_I=I I_ 006 — — — — � ISQUEEN I II II II I II II ' I 1 � I I 1 I '/ VISQUEEN —I'i 11=1 11=1 I I_I 1=1 ° 4 III—I hIII—III—III— 4 .' o ° 4 c VIII I II I III I II I II �I I ISI ISI hI 11-11I 12 MIN, � � • • . ' .' �°• � ' ° � 1-111-1 � 1=1 � I—I � 1- � �=I � hI � I=1 � I-1 � I-11 _I . 4 ° �—III—III—III—III I { III—I I ISI I hITI�I I I, 4 3'-4' _I I I_I I I—III—I I I_I I I_ —4'-4' I �(6) #5s EACH WAY COMPACTED 2500 PSF, FILL COMPACTED 2 500 PSF. FILL 4 #MI EACH WAY 3' MIN. COVER 3' MIN. COVER �q �Y�'� A� L �a��( FRAME FOOLING B I I FOOTING TYPE DETAILS ( � i • rQ o -r - 0 N in N COMP �J Q o a 20' 4 a ' 4• . 12' MIN. Q d d, a 0-0 16" (2) #5s CUNT, 3' MIN. COVER �1 TYP. PERIMETER FTS, C 4n' -n" E c FOUND ATI ON PLAN CONTRACTOR TO FOLLOW ANCHOR BOLT SETTING PLAN SCALE: 1/8"=V-0" in 20'-0" 20'=0" L4# OF THE FLORIDA ' BUILDING CODE 2001.SHEET , S.1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE : STRENGTH.,: ' t-4" 33'-4" 207,N. MOSS RD,, SUI'12 211; WINTER SPRINGS, FLA 32708 OF.3,000 PSi AT 28 DAYS A. SLUMP OF 4" PLUS OR. MINUS 1` -AND 0 327--' 700 0 327-0 2 PH. (4 7) 7 ,FAX (4 7) 2 7 HAVE 2-4% AIR ENTRAINMENT, .AND A MAXIMUM WATER TO CEMENT C COPYRIGHT- 2002 LANE TRAWICK,' .C,P.B.D./ A.I.0.D. RATIO OF 0,58. r BL -------------------- OF 2,500 PSL LB I MINIMUM 95% OF MODIFIED PROCTOR. SOIL COMPACTION SHALL - `. ' , I I I I I I I ' I 1 � I I 1 I '/ -5 S.4 ALL REINFORCING STEELSHALL BE DOMESTIC DEFORMED BILLET S2.1 C J A J STEEL CONFORMING TO ASTM A-615 ' GRADE 60, S.5 WELDED WIRE FABRIC SHALL CONFORM ' TO ASTM -185.:: WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS . LoCJ WIRE WITHIN THE '8". .. 4 C S.6 ALL CONCRETE WORK SHALL BE IN ACCORDANCE, WITH THE I I I � TR A'WI K ",. ( � i • ACI 318 LATEST EDITION AND "SPECIFICATIONS FOR STRUCTURAL ,C C J� P. B. D., /'. A I . B, D S.7 THE FOLLOWING MINIMUW COVER SHALL BE PROVIDED FOR .683:STALLINGS, .AVE. I DELTONA, FLORIDA 32738. AND. 2" FOR ALL OTHER CASES (UNLESS, NOTED,' OTHERWISE). `..407,-322-3898 CJ S.8 PROVIDE 4" THICK CONCRETE SLAB IN BAY AREAS AND .A 4" THICK : CJ I . ON CLEAN COMPACTED FILL. TERMITE TREATED BARRIER BENEATH II LFII \ ©, \\ \\ IB, Ir ao S,9 PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS, : I> cn N w Lu 0'� z F } SJO PROVIDE 1/8" WIDE X'1" DEEP TYPICAL SAWCUT JOINTS 'AT LOCATIONS \\ \ I - II II I I II I II I --------------------I- II' ■ I II 18 B i-,1 I\II/I I\II/I SIO\ ■/I,ac=,/I II JL ------ ------_--___JT L--------� r r 12'-0" 28'-0' �I 10'-8" _ o �, 40'-0" � � U � ¢ Q e z E c FOUND ATI ON PLAN CONTRACTOR TO FOLLOW ANCHOR BOLT SETTING PLAN SCALE: 1/8"=V-0" in AMERICAN CIVILIN REVISIONS '. FOUNDATION NOTES ENGINEERING OF THE FLORIDA ' BUILDING CODE 2001.SHEET , S.1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE : STRENGTH.,: ' No. 207,N. MOSS RD,, SUI'12 211; WINTER SPRINGS, FLA 32708 OF.3,000 PSi AT 28 DAYS A. SLUMP OF 4" PLUS OR. MINUS 1` -AND 0 327--' 700 0 327-0 2 PH. (4 7) 7 ,FAX (4 7) 2 7 HAVE 2-4% AIR ENTRAINMENT, .AND A MAXIMUM WATER TO CEMENT C COPYRIGHT- 2002 LANE TRAWICK,' .C,P.B.D./ A.I.0.D. RATIO OF 0,58. 5.::OF 7: ` 'SHEETS S.2 FOUNDATION DESIGN IS BASED ' ON AN ALLOWABLE SOIL PRESSURE` OF 2,500 PSL S.3 .ALL FOOTINGS SHALL BE . PLACE ON WELL COMPACTED ;SOIL; • MINIMUM 95% OF MODIFIED PROCTOR. SOIL COMPACTION SHALL - `. ' , BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER. S.4 ALL REINFORCING STEELSHALL BE DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 ' GRADE 60, S.5 WELDED WIRE FABRIC SHALL CONFORM ' TO ASTM -185.:: WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS . WIRE WITHIN THE '8". .. S.6 ALL CONCRETE WORK SHALL BE IN ACCORDANCE, WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE',:.. TR A'WI K ",. ACI 318 LATEST EDITION AND "SPECIFICATIONS FOR STRUCTURAL ,C CONCRETE FOR BUILDINGS, ACI 301.C. P. B. D., /'. A I . B, D S.7 THE FOLLOWING MINIMUW COVER SHALL BE PROVIDED FOR .683:STALLINGS, .AVE. REINFORCEMENT: 3" FOR CONCRETE CAST, AGAINST: THE EARTH.: DELTONA, FLORIDA 32738. AND. 2" FOR ALL OTHER CASES (UNLESS, NOTED,' OTHERWISE). `..407,-322-3898 S.8 PROVIDE 4" THICK CONCRETE SLAB IN BAY AREAS AND .A 4" THICK : FAX 4077-321=5263 CONCRETE SLAB IN THE OFFICE .AREA WITH 61 X 6 .;10/10 WWM. ON CLEAN COMPACTED FILL. TERMITE TREATED BARRIER BENEATH FLOOR SHALL BE 6 MIL VISQUEEN:, ao S,9 PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS, : I> cn N w Lu 0'� z F } SJO PROVIDE 1/8" WIDE X'1" DEEP TYPICAL SAWCUT JOINTS 'AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF FINISHING.SLAB. `p`J per, z00 (n S.11 PROVIDE FILLED CELLS WITH ONE CONTINUOUS # 5- REBAR VERTICAL` a. �. nQ, FROM THE FOOTING STEEL TO BOND BEAM ABOVE.''. MAXIMUM BOTH OF MINIMUM 5 z " SPACING AT 8'-0" O.C. AND -ON SIDES OPENINGS: ; . _ o �, 25 LA=? `SPLICE (SEE FLOOR PLAN FOR LOCATIONS). � � U � ¢ Q e z n, S.12 ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH..' ACI 530/95 AND ACI 530.1095. uj 'JOINTS Fn F5 aotTS� .. �a S.13 CONTROL WHERE MASONRY WALLS AID , CAST -IN- .PROVIDE PLACE CONCRETE WALLS MEET. w c,o .; . v). S.14 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ,IN :THE 2596 a o v; a z FIELDPRIOR TO THE START OF FIELD CONSTRUCTION :ACTIVITIES.,. w,Z wz THE CONTRACTOR IS TO PROTECT, AND MAINTAIN THE PROJECT LIMITS ; N OF CONSTRUCTION DURING CONSTRUCTION -ACTIVITIES, SJ 5 STRUCTURAL STEEL SHALL CONFORM 'TO THE AISC, 'SPECIFICATIONS ,• . FOR DCSIGN, FABRICATION AND ERECTION OF STRUCTURAL, STEEL FOR BUILDING,' LATEST EDITION, S.16 WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODES OF THE AMERICAN WELDING SOCIETY, .AWS W.A. . S,17 ANCHOR BOLTS SHALL CONFORM TO ASTM 307.. (n A S.18 STRUCTUAL STEEL SHAPES," PLATES, ETC. ,SHALL CONFORM TO THE. — '-' U REQUIREMENTS OF ASTIR A-36, UNLESS NOTED OTHERWISE Q `. O SJ 9 DIMENSIONS SHOWN ON THE CONSTRUCTION 'PLAN SHALL TAKE . L W �""' : W PRECEDENCE OVER ALL SCALED DIMENSIONS.. P4 WW1 ;r, co Q W 0 _ P-4 W: . a Ems'' W " O JOHN J. HERBERT, lll� P.E. STATE OF FLORIDA . REG. NO. 39505, DRAWN BY RLW , C H .ECKED, BY:, STRUCTUALLY ADEQUATEFOR 120 MPA INDS., DATE: 5/5'/02 SCALE: THIS DRAWING MEETS THE AS ''N 0TED . . REQUIREMENTS SET FORTH AMERICAN CIVILIN CHAPTER 16 (WIND LOADoRAWwG No:REQUIREMENTS ENGINEERING OF THE FLORIDA ' BUILDING CODE 2001.SHEET , ; 'C04 No. 207,N. MOSS RD,, SUI'12 211; WINTER SPRINGS, FLA 32708 0 327--' 700 0 327-0 2 PH. (4 7) 7 ,FAX (4 7) 2 7 C COPYRIGHT- 2002 LANE TRAWICK,' .C,P.B.D./ A.I.0.D. 5.::OF 7: ` 'SHEETS l I i � r. I, h. 1 I i � _ t t, i > , FRAMING BY METAL EC.•3 , Noir,.._.. BLO`CK W.1L L NOT 131 METAL MILC1i45 I M4NVACTLLFER D-14 SECTION c, SCALE: 3 i" h'KtyI�iCOANIv , THESE BARS MAY BE ELIMINATED IF WALL*� REINF. TERMINATES IN STANDARD HOOK 't Us SPLICE MASONRY WALL - U SEE PLAN FOR LENGTH C4j, ^TD. NOOK REINFORCING - TYPICAL a I/2"CONT. �iG n _ r ' - Lu EXP: JOINT,TYP. uv> 4902 w � I EXTERIOR 5LAB u 5EE ARCHIT. OR t CIVIL TYP.- REINF: — - - - 5EE PLAN- - COMER BARS - 0.5LAB a ILI REINF. _ z UA Q- w LL ``� , BEAM WALL Z11" FOOTING. TYP.ILI NOTE: CORNER BARSIZE, SPACING AND LOCATION 5AME A5 HORIZ.WALL REINF. LAP SPICES PER ACI 318 FOR 5PLICE LENGTH. FOR BEAM5,SWALL$ AND FOQTING, 5EE 5G�IERE INFOCNG !5EE 6CNEDUL E ((� D .ro 5ECTION D-2 SECTION TYP.'PER EAI TcR FTG. TYPE ,D1 525GALE:: 3/.: I'-or 52 ALE: i I SLAB REINF SEE PLANS, STOP EACH u� _ TQOL'EDGES i0 1/8" GALV. P1TL. "C" SHAPED < p SIDE .OF JOINT -- RAD. ULNEN EXFO5ED cOiITROL JOINT. L a a u .41 TYPICAL. CONST GTION JOINT w RU VAPOR BARRIER SAID I/4" NIDE .5LOT5 4 TO 12 HOURS COMPACTED 501E 'AFTER'CONC: PLACEMENT: ,!FILL $LOT$ z a W/ EPDXY RE51N JOINT FILLER AFTER t -1 W DAY5. FOR EXTERIOR $LAB$ GRINDIL OR RUB FLU5H. ---- cn tD z ~ H cw <T GUT EVERY OTHER��J WIRE BENEATHJNT.- � �� � � �� � ��— . VAPORBARRIERI OPTION CONSTRuGTION JOINTCOMPACTED soil TYPIGAL CONTROL JOINT �2 5CAL,E: 3/4" _. 1'-o" METAL ROOFING PURLIN FRAMING BY METAL ILL BUILDING MFGR TYP: LLI O RIGID FRAME ' BEYOND.' I I 5EE PLAN, TYPICAL MBI MA50NRY BOND I ,I I BEAM: 8" X 16° 10 REINF. WITH (1) A 5 t CONT. IN KO CGURSES GROUTED 5(A -ID, TYP. ; t HA' ' WALL— – - � t t •�� – MEtAL coVttl; e.� Ft ATE WMASGNRY lam—!!- a+P Arlc" BOL 15 B r _L r•!E1AL 5LM MR rrP. U CONT. WALL FOOTING `n REINF. PA55E5 THROUGH I 11 COLUMN FOOTING = ( HAIRPIN, 5EE FOUNDATION PLAN v1 5EE PLA a .�..- T.O., E 5LAB q - -.4 k SEC SGNED E COLUMN FOOTWCx 5EE SCHEDULE D- II SECT ION - MAR IN FAME FTG TYPE: 'A' SLAB EDGE BEYOND NTINUED cONTINuE REINF. TNRu COLUMN �2 5GALE:: 3/4" = 1'-0" FOOTINGS, TYPICAL h'KtyI�iCOANIv , THESE BARS MAY BE ELIMINATED IF WALL*� REINF. TERMINATES IN STANDARD HOOK 't Us SPLICE MASONRY WALL - U SEE PLAN FOR LENGTH C4j, ^TD. NOOK REINFORCING - TYPICAL a I/2"CONT. �iG n _ r ' - Lu EXP: JOINT,TYP. uv> 4902 w � I EXTERIOR 5LAB u 5EE ARCHIT. OR t CIVIL TYP.- REINF: — - - - 5EE PLAN- - COMER BARS - 0.5LAB a ILI REINF. _ z UA Q- w LL ``� , BEAM WALL Z11" FOOTING. TYP.ILI NOTE: CORNER BARSIZE, SPACING AND LOCATION 5AME A5 HORIZ.WALL REINF. LAP SPICES PER ACI 318 FOR 5PLICE LENGTH. FOR BEAM5,SWALL$ AND FOQTING, 5EE 5G�IERE INFOCNG !5EE 6CNEDUL E ((� D .ro 5ECTION D-2 SECTION TYP.'PER EAI TcR FTG. TYPE ,D1 525GALE:: 3/.: I'-or 52 ALE: i I SLAB REINF SEE PLANS, STOP EACH u� _ TQOL'EDGES i0 1/8" GALV. P1TL. "C" SHAPED < p SIDE .OF JOINT -- RAD. ULNEN EXFO5ED cOiITROL JOINT. L a a u .41 TYPICAL. CONST GTION JOINT w RU VAPOR BARRIER SAID I/4" NIDE .5LOT5 4 TO 12 HOURS COMPACTED 501E 'AFTER'CONC: PLACEMENT: ,!FILL $LOT$ z a W/ EPDXY RE51N JOINT FILLER AFTER t -1 W DAY5. FOR EXTERIOR $LAB$ GRINDIL OR RUB FLU5H. ---- cn tD z ~ H cw <T GUT EVERY OTHER��J WIRE BENEATHJNT.- � �� � � �� � ��— . VAPORBARRIERI OPTION CONSTRuGTION JOINTCOMPACTED soil TYPIGAL CONTROL JOINT �2 5CAL,E: 3/4" _. 1'-o" Or ILL LLI r 10 t HA' � � cl �� � •�� lam—!!- MEE-F FPLAN ,' �r�..' ., - n nu_ ! u - r a 1, v. Oi � . . -r - -_ Ar, P I _ I _o� SCALE: I =�0 ELECTRICAL 4 LIGHTING LEGEND ELECTRICAL PANEL Q EXHAUST FAN, CFM NOTED AT FAN 111 `oi DUPLEX OUTLET .(I$" AFP. TYP.) ` 2'X 4' FLUORESCENT LAY -IN, 4 stILB$ p a &44 INC?ICATE6 HEIGHT Aff, TO CENTER EXTERIOR'WATER.PROOF RECEPTACLE � V FLOURESCENT FIXTURE (2 BULB) (12 - TOTAL) cfI GROUND FAULT INTERRUPT PLACE, A$ REQ: 4' FLOURESCENT FIXTURE (2 BULB) Q 120 290 VOLT RECEPTACLE EXIT LIGHT (.W/ DIRECTIONAL ARROW, AS REQ'D) ;$1 $3,, kITCH 1, 3 WAY. SUIITCH t=t EMERGENCY LIGHT $D .` DIMMER SWITCH SMOKE DETECTOR 7741;N7 TELEPHONE JACK A/C DISCONNECT_ - -[}� EXTERIOR FLOOD LIGHT$ SURFACE MOUNTED,I=ILINCa FIXTURE K W`' WALL MCXNTED'LIGHT FIXTURE Ca .; : RECESaER 6'' DCXIN LIGHT' FAN-LIGNT COMBINAT ON '.. , CCMF'UTERDATA CUTLET ;- PROVIpE CONDUIT &TUB IN CEILING p vk t V / ,`,r/!�'^� i.r Y 1 �..! �0 aSF �^Y ! f't 1�w C HVAC GENERALNOTES-' REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING INCIDENTALS REQUIRED 13Y CODE, 71 1117, ANY DI$GREPANCIES TO BE BROUGHT TO THE ATTIONTION Cr THE GENERAL CONTRACTOR WORK SHALL COMPLY WITH THE FOLLOWING: sr .fi A: A5HRAE B: 6MACNA C: STANDARD MECHANICAL CODE { ,n D: NFPA SECTION WA AND 908 '^ E: NEPA SECTION 101 LIFE SAFETY CODE. 111111 1� F: ALL STATE AND LOCAL CODES. 3, SUPPLY AND RETURN DUCTUK>RK SHALL BE 15", R-6 FIBERGLASS WITH ANTIMICROBIAL COATING SEALED WITH FAB AND MASTIC, 177 . n 7 ! i; SUPPORTS TO BE U CHANNEL, MAXIMUM DISTANCE BETWEEN (�.p►..�, / t,r13.%A MAXIMUM DISTANCE BETWEEN SUPPORTS SHALL NOT EXCEED . �- r--------�-- -- I FIVE FEET. 6$3 -'.13`iC,AaALMOOS, YZ DELTONAi < LQAIDA 4, FLEXIBLE DUCT RUNS TO BE L16TED A5 CLASS I, R-6 AND BE � z �g INSTALLED IN ACCORDANCE WITH THE FLORIDA ENERGY CODE. FAQ ,�,�, FLEXIBLE DUCTWORK $HALL BE SUPPORTED WITH 2" METAL STRAPS. SUPPORTS $HALL BE PROVIDED WITHIN 1112' FOOT GF INTERMEDIATE FITTINGS AND BETUiEEN INTERMEDIATE FITTIW 5 AND BENDS. � HORIZONTAL DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 12" PER FOOT OF LEINGTH,- 5. EXHAUST AND OUTSIDE AIR DUCT TO BE GALVINIZED I ," FL ANR' AN SHEET METAL, SEALED WITH APPROVED MASTIC. h. ALL PENETRATIONS $HALL MAINTAIN THE RATING OF THE WALL OR CEILING, I. SUPPLY AND RETURN. GRILL E6 $HAL L BE 2 X 2 PERFORATED or FACE WITH FIBERGLASS BACK .RETURN GRILLES INDICATED Sf BY 1' SHALL BE FIXED 45 LOUVER FOR LARGER AIR QJANTIT Y. v a. CONDENSATE PIPING TO BE SCHEDULE 40 PVC WITH 12°� ' PIPE INSULATION TO PREVENT 61JFEATING. PROVIDE P -TRAP WITH CLEAN-OUT AND ROUTE TO DRYWELL , 1 1 I �' if g PROVIDE PROGRAMMABLE THERMOSTAT AT LOCATIONS 5HOWN, THERMOSTAT SHALL BE T DAY PROGRAMMABLE AUTO CHANGE OVER WITH NIGHT SET BACK 51JPPLY FAN SHALL► RUN CONTINUOUSLY AND DURING OCCUPIED HOURS. 10. UPON COMPLETION HVAC CONTRACTOR TO START UP HVAC SYSTEMS` x° AND PROVIDE A COMFORT BALANCE TO THE SYSTEMS. HVAC <1 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND BALANCE OF THE SUPPLY AND RETURN AIR FLOW SYSTEMS. II. CONSULT WITH CLIENT CONCERNING U51N63 METAL OR LINED DUCT D WORK METAL DUCT WORK 15 RECOMMENDED. BY ARCHITECT. rn I1 n I �1 -4 LA, TO 5ERIACE (WHERE UNDER6FQLINP ` 5ERVICE NOT REQUIRE D) _TF 00 l l MAIN , � � 73- ` i PANE„ V 1 i{. METER IJ Z1" + Y NOTc: a; UTILITIES OPTIONAL UNERE NOT RECUIRED 30 ( CIN. 11/2 CONDUIT s 04 CU TO GIRD. -- ROD GIUP Y :E CS) , L E Ey NO 5CALE.. of r' ' I r : n,d ' S. JaN J.1AC��KT,� C'F 3rATE OF'FLIbRIDA This structure was designed in PF:A E3 t` accordance with, and meet€, the requirements p-'er meq o.pr ery n 6 00 L { 3 Florida BLOIding Code 2001 CHEGKE:D,E, T. ." For (;20—.M.P.H. wind zone. 5TRUCTUALLY ADEQUATE FOP, 120 M.P.HAIN 9AL E 115 DRAWING MEETS THE. REOUTRkr ENT$ SE=T FO{� N al�.au�iN IN GHAPTER�& of THF STANDARD BUkDIN' CODE rµ 2001 ED201NNAk-EDL15HED BY THED ADOPTEDBY TH CS IER D YJ x •: Y I H i 2��_ 7R.A JIGKSN .� -AN� J � z. Q ; `A r - - d