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141 Maritime Dr - BC03-002468 (NEW WAREHOUSE) (A)PERMIT AD h DRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR N PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # "~� 6 DATE j 6j PERMIT DESCRIPTION /I//,4 i , f'�p )XIG1Uw PERMIT VALUATION 1,61 ( �-6 SQUARE FOOTAGE � ^77�-- 0 r H FIRE ALARM LEGEND SWUM I DESCRIP RON 2/18 FPLR PULL STATION EOL FIRE ALARM WIRE LEGEND DESCRIPTION SYMBOL 2/18 FPLR THWN NAZ Al.'rNIEVVED ch"I oic smiron) GENERAL NOTES AND 5i='ECIFICATION5 01.1 THE INTENT OF THESE DRAWINGS AND NOTES 15 TO DEFINE TH15 PROJECT, IT 15 NOT WITHIN THE SCOPE OF THESE DRAWING5 AND NOTES TO DESCRIBE EVERY DETAIL OF THE WORK NECESSARY TO CONSTRUCT THIS PROJECT. THE CONTRACTOR SHALL UNDERSTAND THAT HE 15 TO PROVIDE COMPLETE AND FINISHED WORK READY FOR THE INTENDED USE THE CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND VISIT THE 51TE TO OBTAIN A COMPLETE OVERVIEW OF THE WORK REQUIRED. IF THE CONTRACTOR FINDS THAT PERTINENT' INFORMATION 15 MISSING OR MORE IS REQUIRED, HE SHALL CONTACT THE ARCHITECT, 01.2 THE INFORMATION CONTAINED ON THE DRAWINGS 15 IN ITSELF INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALL THE NOTES/SPECIFICATION, 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, 013 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 M05T RECENTLY ADOPTED EDITION OF CODES ADOPTED BY THE LOCAL BUILDING AUTHORITY_ 01,4 THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. PROOF OF INSURANCE SHALL BE SUBMITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK- 01.5 ORK01.5 CONTRACTOR(5) SHALL EXAMINE EXISTING CONDITIONS AT THE JOB SITE TO VERIFY ALL CONDITIONS AND THE EXTENT OF WORK IF CONTRACTOR O55ERVE5/DI5COVERS ANY AREA OF THE PROJECT (INCLUDED IN WORK OR NOT) THAT IS NOT IN COMPLIANCE WITH THE CODES, HE SHALL NOTIFY THE DESIGNER/ENGINEER- 01.6 CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY DE5IGNER/ENGINEER OF DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS AS TO THE EXTENT OF THE WORK C11 ALL SUS CONTRACTORS SHALL HAVE OR EXAMINE A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND BE RE5PON515LE TO NOTIFY GENERAL CONTRACTOR IF THEIR WORK WILL NOT COORDINATE SMOOTHLY WITH THE OVERALL PROJECT -18 C<:INTR-ACTOR I$ RE3PCN5iBLE FOR THE METH0D5 OF CO3N6TRUCTION AND F --'4R THE CO' O^ INA710N ON ALL UK'RK 0' THE CE54GNER AND ' OR VvGINEER SHALL NOT HAVE C-+AR:sE C.. lNTR.^L OR BE REvPCN5IBLE FCR MEAJN�5. E`E"--JE'-NCES FRL.'0E'.��u�2E5 OR FOR SAFETY ='RECA.T+Otis AN. INCL-ZE RELEA, Ec OF LiE\ =--'R 4_-4—ER:4-L AN: eke RCS"R+C R.E L AT N--�s "r-- E RS—'k1EC'' =-'�R PAS ENT .', -4-- ::?- r \KxE i--IRCER5-+-ALL BE 51,sNED BY SHE O�.JI" ER ;='R`^R -O C "ME'r`ICEMENT — T.*- ; CQ -K TC BE C -,l tvCsE C'_': Ate_ RE:-tUIRED 7E5T5 SHALT. BE F'E "R*?ED BY /-N A==—VEDTE67NG LAB TE5'5 RE5UL'S 4-"'Z.LL Flt TC OlLNER ARCHITECT l4Na u EW& NEER CCB' C9 -ELT5 544ALi BE INCLUDED 1N CONTRACT PRICE Os.,S THE C-"N7R4CT0R 5HALL SUBMIT SHOE DRAWINGS FOR ALL' PRE=ABRCATED ITEMS OF THE LTi IRK 'HE CONTR.AGTOR SHALL OBTAIN APPROVAL OF SHOP DRAW4NG5 =RiOR TC FABRICATION. SAMPLE5 e44ALL BE SUBMITTED UPON REQUEST_ 0114 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 15 COMPLETED. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE JOB 51TE AT THE CONTRACTOR'S EXPENSE. CUii> TEMPORARY SHORING OF ANY TYPE AND PURPOSE 15 THE RESPONSIBILITY OF THE CONTRACTOR. THIS ARCHITECT HAS NOT DESIGNED SHORING AND HAS NO RESPONSIBILITY FOR IT, 01.11 ALL MANUFACTURERS, FABRICATORS, OR 5UPPLIERS OF PREFABRICATED BUILDING UNITS, WHICH INCLUDE BUT ARE NOT LIMITED TO: FLOOR TRUSS/JOIST, ROOF TRU55, BEAMS, COLUMNS 4 LINTELS, SHALL PROVIDE TO THE CONTRACTOR SHOP DRAWINGS WITH AN EMBOSSED SEAL INDICATING THAT A QUALIFIED PERSON HAS REVIEWED, AND UNDERSTANDS THE DRAWING=S, 19 KNOWLEDGEABLE OF APPLICABLE CODES, HAS DESIGNED, AND WILL SUPPLY TO THE JOB 51TE A "RODUCT THAT WILL MEET THE REQUIREMENTS ANG, CONDITIONS WHERE INSTALLED IN THE WORK- 03.1 ORK03.1 CONCRETE: FOOTINGS: 3000 PSI IN 28 DAYS 5LA55 3000 "1 IN 28 DAYS FILLED CELLS: 3000 P51 IN 28 DAYS COLUMNS- 3000 PSI IN 28 DAY5 Ce' NC WOOD FRAMING OR FINISHES 544ALL BE ABOVE THE =N ,5H CEILING LINE ,—Ni-ttt'4 FIBER 5774E54- SOF 1200 FS' :^5 .lLL l k" OD QqG4rNTAGT ir'�- -O NCRETE OR 1 ' A5C^iRY 5r..�:_:- ✓�- �'RaC �'f"�'l.l T a-• -�`1i CR ','E Citir.F' ✓, N55 LA 7 CIN Cs;� N' cl= /CE OF x -5 A Ex'- .ECCE REC� C�A�S y. u 'c : �TRLCTGR BALL PRC ✓!DE C:. 'N' :J'T+I ONE BL.x OF GE irrV,.2 TILE GC -,4E --Yrs U��D ON T�;S oRCJECT RECEIVRECEIVEDJUl :6513, i AN WAR HOUS D ORO0) -1 , -I "IIQ -I I P��IE�� A N F 0 ]IES D 1\T T IIS AII[ , � 51rE LOCATOR w./ - T T 4 PROJECT NAME: A WAREHOUSE FOR. 10-8 FIRE EQUIPMENT, INC. - DON BODUER, OWNER 4GDRE55: 141 MARITIME DRIVE PARCEL NUMBER: 2819305NR-00000040 54NF-ORD CENTRAL PARKWAY SAtNFORD, FLORIDA 32111 BUILDING DEPT: SANFORD, FLORIDA WOfC: WAREHOUSE PRE.IC✓115+ acC�uPANGY: , WAREkX, aE ARE HOUSE ARR A: 6,,11 S . FT. Alf STRUCTURAL ENGINEER AMERICAN CIVIL ENGINEERING. CO. 207 N. MOSS RD., SUITE 211; WINTER SPRINGS, FLA 32708 PH. (407) 327-7700; FAX (407) 327-0227 DESIGNER /CONSULTANT .Lane- TRAWICK C.P.B.D. / A.T.B.D. 683 STALLINGS AVBNM DELTONA, FLORIDA 32738 PHONE: 407.688.2930 E-MAIL: letworld0cfl-tr coow BUILDER / CONTRACTOR I Conrad Construction, Inc. STEVE CONRAD President POST OFFICE BOX 470424 TELA 407.330.3238 LAKE MONROE, FL 32474 CELL 407.709.4167 FAX 407.323.9445 PERMIT # 0050000110 OFFICE COPY PLANS REVIEWED CITY OF SANFORD B1: L010-4, Sanford Date: _.,- IE VIED >rP Prevention DIT. RE:UI�IC>N� La-ne- TRAWICK C.P.B.D. / A.I.B.D. SHEET INDEX 5HEET NO. I PAGE SHEET TITLE 1600 DESIGN DATA: �° °AN OFTHEMEANSESPANSNB TED 1+-I W O ° BY FEDERAL LAW VIOL -TIONS Basic Wind Speed t rn,p.h^ LL ® ARE PUNISHA13LEB ^I[SUP >y AMEfl IGAN INSTITUTE 'M! 6P7 1" ° EEB3D 1' S t i� y.� 2003 U �0 9 }03 JUL J. HE RT, W, PE. C-1 ! of 9 2 OF 9 GOVER 5HEET FLOOR PLAN A-1 A-2 i 3 OF 9 a of 9 ELEVATIONS DETAIL5 4 5GHEDULE5 A-3 LL, i �'� Internal Pressure cov, - 0� � ®- ' 5-1 5 of s FOUNDATION PLAN —t I SECTION5 / DETAIL5 1 � I -I I l OF 9 PLUMBING o ELECTRICAL POKER PLAN E -2 g of ELECTRICAL L IGPTING PLAN }}�� /� V NOT D w F—I i� I � t- cn DRAUJfNG NO. � 51rE LOCATOR w./ - T T 4 PROJECT NAME: A WAREHOUSE FOR. 10-8 FIRE EQUIPMENT, INC. - DON BODUER, OWNER 4GDRE55: 141 MARITIME DRIVE PARCEL NUMBER: 2819305NR-00000040 54NF-ORD CENTRAL PARKWAY SAtNFORD, FLORIDA 32111 BUILDING DEPT: SANFORD, FLORIDA WOfC: WAREHOUSE PRE.IC✓115+ acC�uPANGY: , WAREkX, aE ARE HOUSE ARR A: 6,,11 S . FT. Alf STRUCTURAL ENGINEER AMERICAN CIVIL ENGINEERING. CO. 207 N. MOSS RD., SUITE 211; WINTER SPRINGS, FLA 32708 PH. (407) 327-7700; FAX (407) 327-0227 DESIGNER /CONSULTANT .Lane- TRAWICK C.P.B.D. / A.T.B.D. 683 STALLINGS AVBNM DELTONA, FLORIDA 32738 PHONE: 407.688.2930 E-MAIL: letworld0cfl-tr coow BUILDER / CONTRACTOR I Conrad Construction, Inc. STEVE CONRAD President POST OFFICE BOX 470424 TELA 407.330.3238 LAKE MONROE, FL 32474 CELL 407.709.4167 FAX 407.323.9445 PERMIT # 0050000110 OFFICE COPY PLANS REVIEWED CITY OF SANFORD B1: L010-4, Sanford Date: _.,- IE VIED >rP Prevention DIT. RE:UI�IC>N� La-ne- TRAWICK C.P.B.D. / A.I.B.D. 683 STALLINGS AVENUE DELTONA, FLORIDA 32738 PHONE: 407.688.2930 E-MAIL: lecworld0dLmco>lea 1600 DESIGN DATA: �° °AN OFTHEMEANSESPANSNB TED 1+-I W O ° BY FEDERAL LAW VIOL -TIONS Basic Wind Speed t rn,p.h^ LL ® ARE PUNISHA13LEB ^I[SUP >y AMEfl IGAN INSTITUTE 'M! 6P7 1" ° EEB3D 1' S t i� y.� 2003 U �0 9 }03 JUL J. HE RT, W, PE. Vlfirrd importance I ter ° OF BUILDINGD[SiGfJ e 5 ATE OF FLORIDA 0 c� Cx. NO. 39505 p � � � p� � Q Y D RALL I Y 5 1 : ..C➢_° ° ° OBTAIN LEGAL Wind Exposure 7/(yo'/ , ° OF THIS PLAN ° e� w C�A� LL, �'� Internal Pressure cov, - 0� � ®- ' C7 CHECKED3Y: Design Wind iPressute � �•. ,E.- JR -r DATE: 5TRUGTUALLY ADEQUATE FOR 120 M.P.H. WIND5. o °C' ° - SCAL{`E/, THI5 DRAWING MEETS THE C w,y }}�� /� V NOT D w F—I i� I � t- cn DRAUJfNG NO. IN CHAPTER 16 OF THE ';11� , —7 CM -0203-1134 FLORIDA BUILDING CODE i� r 2001 EDITION A5 PUBLISHED `�� ` „! -�.-y SNEET NO.mum BY THE 5TATE OF FLORIDA AND ERTIFICATI N IVO.10-.,f, �! W z` 4 .-•r JURISDICTION. C;I NMP Is A 1600 DESIGN DATA: �° °AN OFTHEMEANSESPANSNB TED 1+-I W O ° BY FEDERAL LAW VIOL -TIONS Basic Wind Speed t rn,p.h^ LL ® ARE PUNISHA13LEB ^I[SUP >y AMEfl IGAN INSTITUTE 'M! 6P7 1" ° EEB3D 1' S t i� y.� 2003 U �0 9 }03 JUL J. HE RT, W, PE. Vlfirrd importance I ter ° OF BUILDINGD[SiGfJ e 5 ATE OF FLORIDA TO$100,000T, IE PERNER TO �'` «-r�++�-^- � • ° CALL THE DESIGNER TO ��, Building -4 ategOrY °®�° COPIES j`' Cx. NO. 39505 p � � � p� � Q Y D RALL I Y 5 1 : ..C➢_° ° ° OBTAIN LEGAL Wind Exposure 7/(yo'/ , ° OF THIS PLAN ° e� w C�A� LL, �'� Internal Pressure cov, - 0� � ®- ' CHECKED3Y: Design Wind iPressute � �•. ,E.- JR DATE: 5TRUGTUALLY ADEQUATE FOR 120 M.P.H. WIND5. o °C' ° - SCAL{`E/, THI5 DRAWING MEETS THE C w,y }}�� /� V NOT D w REQUIREMENTS SET FORTH P A71 O P A L c o m rm c 1 w a r i� DRAUJfNG NO. IN CHAPTER 16 OF THE ';11� , —7 CM -0203-1134 FLORIDA BUILDING CODE i� 2001 EDITION A5 PUBLISHED `�� ` „! -�.-y SNEET NO.mum BY THE 5TATE OF FLORIDA AND ERTIFICATI N IVO.10-.,f, �! ENFORCED BY THE LOCAL .-•r JURISDICTION. COf=-T-RIG4T- 2003 LANE TRAWICK, G P.B.1�./ A.l.B.D. NMP Is REPRSECTION 1600 DESIGN DATA: �° °AN OFTHEMEANSESPANSNB TED 11�� ^� O ° BY FEDERAL LAW VIOL -TIONS Basic Wind Speed t rn,p.h^ LL ® ARE PUNISHA13LEB ^I[SUP >y AMEfl IGAN INSTITUTE 'M! 6P7 1" ° EEB3D 1' S t i� y.� 2003 U �0 9 }03 JUL J. HE RT, W, PE. Vlfirrd importance I ter ° OF BUILDINGD[SiGfJ e 5 ATE OF FLORIDA TO$100,000T, IE PERNER TO �'` «-r�++�-^- � • ° CALL THE DESIGNER TO ��, Building -4 ategOrY °®�° COPIES j`' Cx. NO. 39505 p � � � p� � Q Y D RALL I Y 5 1 : ..C➢_° ° ° OBTAIN LEGAL Wind Exposure 7/(yo'/ , ° OF THIS PLAN ° e� w C�A� 1{ LET, �'� Internal Pressure cov, - 0� � ®- ' CHECKED3Y: Design Wind iPressute � �•. ,E.- JR DATE: 5TRUGTUALLY ADEQUATE FOR 120 M.P.H. WIND5. 01/0(0/03 °C' ° - SCAL{`E/, THI5 DRAWING MEETS THE C w,y }}�� /� V NOT D REQUIREMENTS SET FORTH P A71 O P A L c o m rm c 1 w a r i� DRAUJfNG NO. IN CHAPTER 16 OF THE ';11� , —7 CM -0203-1134 FLORIDA BUILDING CODE i� 2001 EDITION A5 PUBLISHED `�� ` „! -�.-y SNEET NO.mum BY THE 5TATE OF FLORIDA AND ERTIFICATI N IVO.10-.,f, �! ENFORCED BY THE LOCAL JURISDICTION. COf=-T-RIG4T- 2003 LANE TRAWICK, G P.B.1�./ A.l.B.D. OF S SHEETS 1 y .'. .: . J'.. .. ,.. , .. ,.. _. ..... , .s r15'. Y:. Jnd 7, : , , r CONSTRUCTION NOTE$ t PROJECT OWNERS MANUAL: A.I 6U5CONTRACTOR'SHALL'GIVE TO'CONTRACTOR PRODUCT LITERATURE FOR INSTALLED EQUIPMENT ANp FRODUCT6'THAfL REQUIRE MAINTENANCE OF ANY., TYPE (INCLUDING RELAMP`,OF•.LIGHT FIXTURE$) AND. ANY MAINTENANCE INSTR�ICTION5 AND WARRANTIES.,. CONTRACTOR SHALL'- INCLUDE PHONE AND ApDRESS CONTACTS FOR REPAIR:/ MAINTENANCE ,AND BIND THI5 °s INFORMATION IN,Ai X II NOTEBOOK. THIS MANUAL SHALL ALSO INCLUDE A COMPLETEe LISTING OF IDENTIFICATION INFORMATION FOR.,ALL FINISH MATERIALS INCLUDING CEILING .TILE, FLOOR TILIr AND `CARPET. - PLASTIC LAMINATE AND FAINT CONTRACTOR SHALL PROVIDE To OWNER ,.TH16'.PROJECT MAINTENANCE MANUAL AT COMPLETION OF PROJECT. ' AA THE MINIMUM DISTANCE REINFORCING STEEL MAY BE _ FROM THE SURFACE OF CONCRETE SHALL BE A$ FOLLOWS: 3" - WHERE" CONCRETE IS PLACED AGAINST THE GROUND.. 11/2" WHERE CONCRETE 15, PLACED AGAINST THE FORMS BUT WILL BE EXPO$ED TO GROUND OR WEATHER AV OL 5 AFTER FORM REMOVAL. I" - FOR ABOVE GRADE., SLAB$" 4 WALLS _ 2 N -FOR BEAMS. AND COLUMNS. L ' •Y� ti 4✓ CONSULT WITH ARCHITECT IF ABOVE CONFLICTS WITH 6' 0" 2d' -0r, 2d'_0° IS' -2° I W-4119'-6" DETAILS. TT 24'-D" 24'-04 22'-0 3/4" I 26'•11 1/4"C.P.D,D: A�l•$�+ Aa 81 C.M.U. WALLS WITH 'HORIZONTAL JOINT REINFORCEMENT . AS INDICATED (MIN. 16" O.C:I AND VERTICAL REINFORCE 683 STALLINGS AVE*, A5 INDICATED. DEUM,,F�,ORIDA z73s I ( I A,g INDICATES TYPICAL FILLED L CMU CELL FILLED AND 407-,6WZ930 , TAMPED WITH APPROVED GROUT AND REINFORCED WITH (U 15 BAR LAPPED TO PROVIDE "CONTINUOUS` TIE FROM E-MAIL' le tworld4Cfl,rr.com FOOTING TO UPPERMOST TIE BEAM, LOCATE AT 5-2 CORNERS, AND A5 INDICATED ON PLANS OR EVERY; E 1244 N.B. EMI i M T ll A5 REQUIRED BY CODE. z w U A.n GRAB BARS tv HANDICAP TOILET(5): ° 1`•� ,�'I ..� 1 1'2" DIA., I .%"CLEAR FROM WALL 33" ABOVE FINISHED u._ LU y_ 1 I i 1 I i I L6 I i I �! 2 ;_ FLOOR, ANCHOREQ TO, SUPPORT 25Q LBS: a : I ONE AT SIDE 42", LONG CENTERED ON NOSE OF TOILETt'Q __ , ONE 30 LONG CENTERED BEHIND TOILET, ua � p, ` I A.IS NON BEARING INTERIOR WALL$ 31�i" STUDS AT 1(o" O.G. �' cii \ I I ,i \ I I i' `♦ j I i d1 - 1 I I I I I 1 ,• •� I � WITH TOP AND BOTTOM PLATE, � f-- � � a � � O I ,' ` I I ,' ` I 1 ,' • I I ,�' `. 1 - A.M 3i4" P.T. FURRING AND DRYWALL OVER CMU WALLS. .• ' V 0 I . � I I' I . . I I I . - li ♦I I, �I 1, ,I tC------------------� I V------------ ----------------- I Ir. - ---_..__T______ �_� 1 L--------------------- A.25 AT LOCATIONS WHERE WALL MEETS GLASS OR MULLION, EXTEND WALL TO MEET. PROVIDE ACOUSTICAL SEAL. u' 1 1 I SEE DETAIL. - _ _ _ _ _ _ _ -� _ _ _ _ _ _ _ � _ _ _ .. _ � _ _ _ _ _ _ _ _ -� A.26 SEALANT: APPLY SEALANT AT JOINING OF ALL DISSIMILAR MATERIALS EXPOSED TO WEATHER AND AT p i I I GAPS EXPOSED TO VIEW, o 111 0 4) 0 SEALANT: A FULL BED OF SEALANT AT WINDOW AND 9 Lu 1 I 1 DOOR FRAMES (INC: TNRE$HQL.P) AND A CONTINUOUS z iz I I I BEAD AT PERIMETER A,21 THRESHOLD AND FULL "WEATHER STRIPPING ON ALL I I 1 1 FLOOR o o JAMBS AT ALL EXTERIOR DOORS. WA fRE H O U5 E I I [:)RAIN d .n A.28 INSULATION, INSTALL NEW R43 BATT INSULATION ABOVE LAY-IN,CEILING (IN OFFICE AREAS ONLY. R-4,2 FOIL -BACK INSULATION ON' ALL MASONRY WALL,6. 1 I I D-5 I A31 SAFETY GLAZING SHALL COMPLY WITH S.B.C. 2103. 1 y 1 4.32 ALL DOOR HARDWARE SHALL MEET CURRENT CODES FOR HANAICAP. FINAL 5ELECTION'OF HARDWARE STYLE AND .� . _ _ _ _ _— _ _ _ I _ _ _ _ - - _ - _ - _ _ _ _ _ _ - o FINISH' 15Y CLIENT, 1 I A.34 ALL WINDOW AND DOOR FRAMES SHALL BE SECURED TO '+.I SURROUNDING WALL AS PER MANUFACTURER / SUPPLIER G7 RECOMMENDATION FOR WIND ZONE LOCATION, 1 A35 ANCHOR:AL L EXTERIOR DOOR FRAMES TO MASONRY WALLS. I I I A.31 11/2" GYP BOARD ON BOTH SIDES OF ALL FRAME WALLS. 1 1 1 4` r A,39 AT ALL CHANGE IN FLOOR MATERIAL PROVIDE 0 APPROPRIATE TRANSITION STRIP, IF AT DOOR, LOCATEN 1 I DIRECTLY UNDER DOOR� � � P ..: z, A.40 SEE INTERIOR DEGORATING .INFORMATION FOR SPECIFIC " SELECTIONS OF FINISH MATERIAL(W COLORS AND —I �« m I TEXTURES. (j) A.42 D_Z p THE MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR `�" � ►� Lrl I I _ 1 -- — CLl FINISHES SHALL BE. O C3' ✓ - FOR EXITS AND EXIT ACCESS CLA55 B - - - - —} - - - - - - - ---- - - - FOR ALL OTHER AREAS CLA55 C LU Q W H.G. F3ATN �'<{ R\----------------�� 1 I 1 ( aLL I II <C 2 FLOOFR. F SCALE: VD";; I'-0)" 5 0,mP !c y .� ,� REPRODUCTION ° o ° ° OF THESE PLANS BY ° o ANY MEANS IS PROHIBITED o " /`w o BY FEDERAL LAW VIOLAffONS o ARE PUNISHABLE BY FINES UP A 10 nMeFucnN INsmure � , B OF BUILDING DESIGN ° o o TO $100,000 PER OFFENSE ° =' CALL THE DESIGNER TO -9 a OBTAIN LEGAL COPIES ° OF THIS PLAN PF 0 LOOR PLAN 5YMBOL5 co I x 1 I FIN15H X14EDULE - 5EE FINISH 5CHEDULE W-5 V441 g" 0 WINDOW 5YMeOL - 6EE UkNOW SCHEDULE �-- WALL TYPE - SEE WALL LEGEND I 1� 1 ' $ECTICN FEFERENCE �- DETAIL 2 FLOOFR. F SCALE: VD";; I'-0)" 5 0,mP !c y .� ,� REPRODUCTION ° o ° ° OF THESE PLANS BY ° o ANY MEANS IS PROHIBITED o " /`w o BY FEDERAL LAW VIOLAffONS o ARE PUNISHABLE BY FINES UP A 10 nMeFucnN INsmure � , B OF BUILDING DESIGN ° o o TO $100,000 PER OFFENSE ° =' CALL THE DESIGNER TO -9 a OBTAIN LEGAL COPIES ° OF THIS PLAN PF 0 LOOR PLAN 5YMBOL5 co ROOM NUMBER FIN15H X14EDULE - 5EE FINISH 5CHEDULE Cry EO DOOR SYML- 6EE DOOR 6CHEDULE - 0 WINDOW 5YMeOL - 6EE UkNOW SCHEDULE �-- WALL TYPE - SEE WALL LEGEND Q INTERIOR ELEVATION ' $ECTICN FEFERENCE �- DETAIL DETAIL r"• NOTE E % EX15TM Dr&MM /--- MAY %v % �-�- RW D ---�-1--- X&IlE T LIN r PC5 F'OfNi' GF ice; F<;R LAYGUT ITE1-I AaoiE ---- - ITEM EELGW T-0111 TCP GF Wil 5TRUCTUALLY ADEQUATE FOR 120 M.P.H. FIND&. UL 0 J 2003 i ERT,, IU, PI. &TATE C- F? C4ZVA `FT CP=EC+CED BY: DATE: 01/01/03 TIrII0 DRAWING MEETS THE NOTA I� U N Ar1OPI AL CDUC1C IL IF .WI RE/C�21.lIARpETMENT5 5ET THE IN `iPHl- I I� �F TI'1 �YV' y>Lryp,i `I Jc� r5HEET I IP, , ER - ,, 23 -1134 FLORIDA BUILDING CODE `�� ` .z 2,11" 2001 EDITION A$ PUBLISHEDc.7. BY THE $TATE Of FLORIDA AND �ICATJ,01,11�aF ��nln�l<'�, _._Nc>ENFORCED RY TSE LOCAL -nit r JURI5DICTI6N. COPYRIGHT- 2003 LANE TRAWICIC,°C.P.5 D..t A.1.5.D, 2 OF 9 SHEETS p t ' G ,COPYRIGHT- 2003 LANE TRAIUiCiG, G.P.B.D / A -1.5-D, 3 OF 9 5NEET5 �,, .: r' . 6 � t. r': .. : '�.. r E_ .. e. .. '. ,.: .. ..: : ,� ,. k.. i. ,: . ':'a r ...,ir a ...,. ,. r. .,,." "Y :'.rc... C� .,,.: :•,` 3 WALLS 4 CEILING V w ... r ,:.: ,. :. . r .... .... .: :.�., :: �f .. l9.... ., i.N'.. r. .n -Cr. ,�s .' s. .. .... ., . :.. r J. ,,: 51ZE THICK CORE MAT, TYPE FRAME THRESH. HARDW. GLOB. 3 ' 3'-0" X 6'-8" 1 3/4" MTL_ ALUM. 51NGLE LT, GLA65 GENERAL,. NOTES AND 5PECIFICA'ION5 •'' X 01.7 ALL SUB CONTRACTOR$ SHALL NAYS ORE AMINE A DEADBOLT YE6 COMPLETE, SETT OF CONSTRUCTION DOCUMENTS AND BE B 01.1 THE .,INTE N QF :T �E �' P tJ��l�a„AND NOTES IS TO'{ , R�SPONSI6L.E TO NOTIFY GENERAL CONTRACTOR IF THEIR MTL. , THla PROJECT.. �T:.'15 NOTUJ,ITNIN THE; $COPE OF WORK WILL. NOT COORDINATE; SMOOTHLY WITH THE ' N.M. ,DEFINE THEE QRAUlIN& ANP NOTES TO &VERY ` ” OYERAIrL PROJECT, YE6 -DESCRIBE . DETA{L OF THE u10;NEC56ARY ryT0 C4�`JSTRUGT Ti -II C 2'-8" X 6'-5" DERSTAND' T�IAT THE CONTRACTOR SHALL "UNSHE©'WORK fp1.8 DONT 15 RE $PON5IBLE FOR THE: METHODS OF WD, HE OS TO P RQYIDE'COMPL:ETE,ANF•' FINITOR,, CONTRACTOR CONSTRUCTIONANDFOR;TNE COOK T COORDINATION ON AL.L WORK - ,READY FOR THE : INTENbE:D � U$E. THE CONTRAG 1 YE5 ; 5UE3CONT,RAG'TOfRS ,$1-1ALL REVIEW A CoMP1.E SET OF 01.9 CONTRACTOR SHALL, VERIFY WITH THE OWER, THAT ALL 1 3/4" CON$TRUCCTION f )OCUhIENT5 AND YIaIT `THE•,51TE TO ' MATERIALS CALLED IN THESE; ORAU)INCa5 MEET WITH THE d OBTAIN A CQi'1PLETE.'OVERYIEW OF TRIM u�QRk REt UIRED. 'STANDARDS AND REGAUIREM=KITS SET FOR THE LOCK GYPS? IM O WALL BOARD METAL 5TUD5 s ltiy� I GRAS BAR I V29 1 12" CLEARANCE FROM WALL ` ANCHOR PLATE 12 ga. STEEL n r�04 ALT; U5E 2X6 WOOD DEXEEN 6TUD5 D-4 GRAB BAR MOUNTING DETAIL /��' SEE TH15 SYMBOL LETTER IN BOX ON PLAN 15 PROJECT NO. (� I `�' C H L D U L ON PLAN IN EA. ROOM �t—L-L—►"► ABBR FOR FINISH MATERIAL - 1 'FLOOR _ FIND TNI5 SYMBOL DOOR e O i -4 E D u L E ON PLAN NEAR DOOR 3 WALLS 4 CEILING V w DOOR MARK DR 512E MARK 51ZE THICK CORE MAT, TYPE FRAME THRESH. HARDW. GLOB. A 3'-0" X 6'-8" 1 3/4" MTL_ ALUM. 51NGLE LT, GLA65 N.M. ALUM. DEADBOLT YE6 5/a" DRYWALL B 3'-0" X 6'-8" 13/4" MTL. 6%. FLU5H N.M. - LOCK YE6 C 2'-8" X 6'-5" 1 3/4" WD. WD, FLUSH H.M. - LOCK YE5 D 3'-0" X 6'-8" 1 3/4" WD. WD. FLUSH H,M. - LOCK YE6 E 12'-0" X 14'-0" 1-3/4"1 MTL. 1 6%, ROLL UP STL. - LOCK MANUAL I, ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF KEY AND SHALL BE SELECTED FROM ADA PRODUCTS. 2. ALL DOORS SHALL BE EQUIPPED WITH Pr_ ACCESSIBLE HARDWARE TO BE SELECTED FROM ADA CODE COMPLIANCE PRODUCTS, 3. CONSULT WITH CLIENT FOR LOCKING, AND KEYING. /��' SEE TH15 SYMBOL LETTER IN BOX ON PLAN 15 PROJECT NO. (� I `�' C H L D U L ON PLAN IN EA. ROOM �t—L-L—►"► ABBR FOR FINISH MATERIAL - 1 'FLOOR _ > E3,45E 3 WALLS 4 CEILING V w I = U) = 3 1/2” COLONIAL BASE p = 5/a" DRYWALL G = TX 4' ACGi15TICAL GRID R = YINYL T = CERAMIC TILE BASE A RE $,NOTE: ALL ITEMS NOTED A$ SELECTED BY 011.NER, ARE TO BE PROVIDED AND INSTALLED BY CONTRACTOR C7 ' " 5/a" DRYWALL i = Y = YINYL BASE B = MASONRY WALL (PAINT) - C = CARPET = _ - - = SEALED CONCRETE - = NO BASE FWVIIX 7- FIn BLQIX AT CEILING LINE IN"WQOP WALLS FOR ALL OTHER AREAS CLA55 C z 31/2- WOD STUD$ a -w O.C. 09.2 CONTRACTOR $PALL PROVIDE CLIENT WITH ONE � {� I1--, In- GYF5uh1 WALLBVARD„ FA siDE COMPLETE 5OX OF FLOOR„ TYPE USED ON TNI5 PROJECT. TILE AND CEILING TILE OF THE � � W 5EMENCE OF ABBR IN SMALL BOX ON PLAN CIRCLE O`/ER BOX 15 INDICATOR TO REVIEW CORRELATES TO BOX ABOVE TO INDICATE SUR I 2=4 OTHER PLANS OR ELEVATIONS FOR MORE INFO, TRANSITION STRIP (VINYL OR RIBBER) GLUE-DOU.N CARPET VINYL TILE— D-5 FLOOR TRAN51TION DETAIL - CARPET TO RE5ILIENT �-3 TOILET ROOM ACCESSORIES PROJECT CODE ITEM V w PTD PAPER TOWEL DISPENSER TPN TOILET PAPER HOLDER HGB HANDICAPPED GRAB BAR 42" LONG i In' DIA. HGB HANDICAPPED GRAB BAR 36" LONG 1112" DIA MIR MIRRORS SELECTED BY OWNER (BOT. MTD MAX. 35" AFF) A RE $,NOTE: ALL ITEMS NOTED A$ SELECTED BY 011.NER, ARE TO BE PROVIDED AND INSTALLED BY CONTRACTOR INFO MATION',C6NTR* MIOING OR MORE ETRTRNENT , ` , IMPROVEMENTS. �?G2UIRl=D,­ �+E SHALL CONTACT THE.:ARGPITECT" AND/OR ENCx1NEE R Z)HOTHE ARCHITECT AND / OR ENGINEER SHALL NOT HAVE 01.2 THE: INFORMATION, ,ONTAINED'ON. TNE'DRAWINGS il$) IN CHARC�E,,CONTROL OR BE RESPONSIBLE FOR CONJUNCTION WITH ALL,ITSELF INCOMPLETE DTNE NOTE 6/S 1^C F GAT ON PROC RU RES h' AN%FOR METHODS, SEQUE NGE $; ` PROCEDURES OR FOR SAFETY PRE:GAUTIONS AND'. ' TRIAD!^ P,RACTICE:S, OR APPLICAk3L 5TAND1Rp$, CODESPROGRAM$, ETC;, INGORPC?RAT> 0 THERE IN E3Y THIS, REFERS R WHlG4-I 01.11 ALL GNANCs 7NE::CON, .RACTOR, AND 5UL-3 CONTRAG�'OR(S�;CERTIFY E ORDERS SHALL E3E SIGNED BY TNI" OWNER T PRIOR TO COMMENCEMENT OF THE WORK TO BE CHANGED. KNOWLEDGE <OF Ell' 61GNINC� TPE .CONTRALTI NGAGING :`IN THi5 WRK . 12 TE=S 01 ALL REQUIRED, TS 5HALL.5E PERFORMED.BY AN �^ OR E APPROVED,TE:6TING LAB, TESTS ` RESULTS 6WALL BE --�- � - -- THE'CON$TRUCTION.pF TN15 PRO J&CT SHA I COMPLY SUBMITTEP,TO OWNER, ARCHITECT AND ENGINEER. COST WSIITFH„AYL°APF?AL,ICAE3,LE PUIL,DIN6, EN> RGY,'SFIRE;;:TEAL.TH, OF TE$T$'$HALL BE INCLUDED IN CONTRACT PRICE:. '�` RAWIC'�' E;T , AND GGI=55, CODEE5., REFERENCE TO„ HE. CODE ODEa6 A QF'TEE"MO THE LOCAL r,Ul ODING AUTHORITY,DIF ALL PRETRACTOR SHALL SUBMIT SHOP DRAWINGS FOR C.P.$.D. / ,A.j.$ j). (41.13 THE CON FAE5,RICATEED. ITEMS OF THE WORK. THE 01 �I THE,GONTRACTOR .SHALL PROYID,(w ALL R!*QUIREC7: CONTRACTOR $HALL OBTAIN APPROVAL OF SHOP 683 SEAL N' '0S AVENUE INSURANCE; FOR PROTECTION AGAINST RUBLIC, LIAE3ILITY DRAWINGS PRIOR TO FABRICATION, 5AMPLE5 SHALL BE DELTONA,: FLORIDA 34738 PERTY DAMAGE OSUBMITTED UPON REQUEST, P :. AND PRO?b88.2930 WORKPROOF OF INSURANCE$HALL BESUBMITTED ' TO 01.14 THE CONTRACTOR 5HALL GUARANTEE ALL WORK UNDER &MAII.i 1c"ocld0cf1-mr Qm ,THE OWNER Pi�IOR TO COMME:NcI m.rzNT; OF ,WORK ' THIS CONTRACT TO BE FREE: FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE 01.5 CONTRACTOR(5) SHALL. E:XAMINE`EX(STING CONDITION5 .' YEAR FROM THE DATE OF FINAL ACCEPTANCE OR AT THE: JOB SITE TO VERIFY ALL,OONDITIONS AND THE -CERTIFICATE OF OCCUPANCY. EXTENT 'OF WORK IF,CONTRAGTO.R OBSERVE, S%DISCOVER$ p . ANY AREEA'OF THE PROJECT (INCLUDED IN WORT; OR NOT) 01,15 THE CONTRACTOR SHALL CLEAN ALL AREAS OF THE: WORK �. THAT'15 NOT IN, COMPLIANCE WITH THE,'CODES; HE SHALL AFTER. CONSTRUCTION 15.COMPLEETED. ALL TRASH AND �- NOTIFY THE ARCHITECT, DEBRIS SHALL BE REMOVED FROM THE JOB SITE AT THE ► 4 I CONTRACTOR'$ EXPENSE. 01.6 CONTRACTOR. SHALL, VERIFY ALL DIMEN61ON5 •IN THE ' a FIELD AND NOTIFY ARCHITECT OF DISCREPANCIES. 01.16 TEMPORARY SHORING OF ANY TYPE AND PURPOSE 15 THE u CONTRACTOR 5HALL BE RE$PON51E3LE'FOR ALL RESPONSIBILITY OF THE: CONTRACTOR TH15 ARCHITECT QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS HA$ NOT DESIGNED SHORING AND HAS NO AS TO THE EXTENT OF THE WORK. RESPONSIBILITY FOR IT. U 01.11 ALL MANUFACTURERS, FABRICATORS, OR 5UPPLIER5' OF � � 5 K ?v U. a PREFABRICATED BUILDING UNITS, WHICH INCLUDE BUT ARE NOT LIMITED TO: FLOOR TRU55/J015T, ROOF TRU55, vi ` ,yi v� BE:AM5, COLUMNS 4 LINTELS, SHALL PROVIDE TO THE 6 6 tu < 66, CONTRACTOR SHOP DRAWINGS WITH AN EEM5065ED q SEAL INDICATING THAT A (ZALIFIED PERSON HAS - �n REVIEWED, AND UNDERSTANDS THE DRAWINGS, IS 4 � � KNOWLEDGEABLE OF APPLICABLE CODES, HAS o U E ul DESIGNED, AND WILL SUPPLY TO THE JOE$ SITE A RZ PRODUCT THAT WILL MEET THE REQUIREMENTS AND CONDITIONS WHERE INSTALLED IN THE WORIK 03.1 CONCRETE: FOOTINGS: 3000 PSI IN 28 DAYS 5LAE3$: 3000 PSI IN 28 DAYS FILLED CELLS: 3000 PSI IN 2$ DAYS COLUMNS: 3000 F151 IN 28 DAYS BEAMS: 3000 PSI IN 28 DAYS 06.1 ALL WOOD FRAMING SHALL BE KILN DRIED AND HAVE A MINIMUM FIBER STRESS OF 1200 P51. 06.2 ALL WOOD IN CONTACT WITH CONCRETE: OR MA50NRY it $HALL 5F_ PREE55URE: TREATED OR HAVE AN APPROVED SEPARATING MATERIALS. I z X loll 15,1 I If HORIZONTAL SECTION MIRROR -�--- ---� 1 TOWEL D15P, _ ri 1 12" 42" MIN j I I 11 MGRAD BAR 1 Irl "+ c S T _ _ 1 A EB �a 0, C 1 - - T -► COYER OR I (P r; IWILATE N r, EkPQ$Ela PIPt~ m CADET 2168 MIN: TYPICAL 5ATI4 PLAN LAV.5I0E ELI=YATIGN W.C. SIDE ELEYATION RT S. ; i N.T.S. A) CL,R. FL,R, Wk:E LINE FOR TOILET g GLR FLR SPAG LIN,", FOR LAVATORY HANDICAP T -TURN SPACE MIN. 4a`' MINIMUM SO�� ,x ,46',` I REPRODUCTION OF THESE PLANS BY ° ° ANY MEAN$ IS PROHIBITED ° BY FEDERAL LAW VIOLATIONS u ARE PUNISHABLE BY FINES UP r AMERICAN INSTITUTE ° El D OF 0UIL01NG DESIGN TO $100,000 PER OFFENSE n° S!' ° CALL THE DESIGNER TO ° °O OBTAIN LEGAL COPIES 8' o ° OF THIS PLAN A10 . GAL 5TRUCTUALLY APEOUATE FOR 120 M.P.H. WIND5. (� M15 DRAWING MEETS THE ° � /7, V•1 (ION L 0001 PIC 14 O nOJIREMENT5 5ET FORTH `�<♦ .,` ;I �IVl�G✓�f ';',, L M F\V V' l3 `. IN CHAPTER 16 OF THE 5TANDARD BUILDING CODE 2M EDITION A$ FOLUED �� � 'W Y T`' ��� �/�� LALWF 7F2F'Vl ICK *I B 1 THE 65CC1 AND ADOPTED r6dFlFIcA'f1U�J NP. ID -1g, I rt,v tl Ir Y --Al 1-Ir.ln enli.1l —/ fp-1:1 INSULATION: INSTALL NEW: R-19 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE � V w BRACE TO AREAS ONLY) Z ►.-,1-4 IUR R-4,2 FOIL -BACK INSULATION ON ALL MA50NRY WALLS. A RE C7 ' " 09.1 THE; MINIMUM FLAME SPREAD CLASSIFICATION OF E,,, NORiXONTAL 9EGTIGN INTERIOR FINI5HE:5 5HALL BE: z c ACMTICAL LAY.IN C I I E L NG FOR EXITS 4 EXIT ACCESS CLASS B W FWVIIX 7- FIn BLQIX AT CEILING LINE IN"WQOP WALLS FOR ALL OTHER AREAS CLA55 C z 31/2- WOD STUD$ a -w O.C. 09.2 CONTRACTOR $PALL PROVIDE CLIENT WITH ONE � {� I1--, In- GYF5uh1 WALLBVARD„ FA siDE COMPLETE 5OX OF FLOOR„ TYPE USED ON TNI5 PROJECT. TILE AND CEILING TILE OF THE � � W z X loll 15,1 I If HORIZONTAL SECTION MIRROR -�--- ---� 1 TOWEL D15P, _ ri 1 12" 42" MIN j I I 11 MGRAD BAR 1 Irl "+ c S T _ _ 1 A EB �a 0, C 1 - - T -► COYER OR I (P r; IWILATE N r, EkPQ$Ela PIPt~ m CADET 2168 MIN: TYPICAL 5ATI4 PLAN LAV.5I0E ELI=YATIGN W.C. SIDE ELEYATION RT S. ; i N.T.S. A) CL,R. FL,R, Wk:E LINE FOR TOILET g GLR FLR SPAG LIN,", FOR LAVATORY HANDICAP T -TURN SPACE MIN. 4a`' MINIMUM SO�� ,x ,46',` I REPRODUCTION OF THESE PLANS BY ° ° ANY MEAN$ IS PROHIBITED ° BY FEDERAL LAW VIOLATIONS u ARE PUNISHABLE BY FINES UP r AMERICAN INSTITUTE ° El D OF 0UIL01NG DESIGN TO $100,000 PER OFFENSE n° S!' ° CALL THE DESIGNER TO ° °O OBTAIN LEGAL COPIES 8' o ° OF THIS PLAN A10 . GAL 5TRUCTUALLY APEOUATE FOR 120 M.P.H. WIND5. (� M15 DRAWING MEETS THE ° � /7, V•1 (ION L 0001 PIC 14 O nOJIREMENT5 5ET FORTH `�<♦ .,` ;I �IVl�G✓�f ';',, L M F\V V' l3 `. IN CHAPTER 16 OF THE 5TANDARD BUILDING CODE 2M EDITION A$ FOLUED �� � 'W Y T`' ��� �/�� LALWF 7F2F'Vl ICK *I B 1 THE 65CC1 AND ADOPTED r6dFlFIcA'f1U�J NP. ID -1g, I rt,v tl Ir Y --Al 1-Ir.ln enli.1l —/ JOHN J. HERBERT, TTT,_ P.E. STATE OF FLORIDA REG, NO. 35505 D RALUN 5Y: LET GI-IECK,ED E3Y: DATE: 01/06/03 5GALE: A5 NOTED DRAWIW-i NO. CM -0203-1134 SWEET NO, 4 OF 9, SHEETS ►.-,1-4 C7 LH JOHN J. HERBERT, TTT,_ P.E. STATE OF FLORIDA REG, NO. 35505 D RALUN 5Y: LET GI-IECK,ED E3Y: DATE: 01/06/03 5GALE: A5 NOTED DRAWIW-i NO. CM -0203-1134 SWEET NO, 4 OF 9, SHEETS D -II 52 >>®12 52 1 � 241-oll Bwl:VI 5--411 19'-611 • / — .-- ----- --— Q I 5EE SCHEDULE I TYP. FOOTING TYPE 1'A'' FOUNDATION FLAN SCALE: d 4 d41 4 O d� 5EE SCHEDULE I, ---- Q ul ' r w :i .� . to • - '' wul TYP. FOOTING TYPE "B" FOOTING TYKE: . )ETAIL E) SEE 5GHED, TYP. PERIMETER FTC. "C" e 0 FOUNDATION NOTES 5.1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ------------------ OF 3,000 PSI AT 2a DAYS A SLUMP OF 411 PLUS OR MINUS 1" AND FTC TYPE HAVE 2-490 AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT REINFORCING RATIO OF 0.55. 5.2 ON L --- ___J 5.3 ALL FOOTINGS SHALL BE PLACE ON WELL COMPACTED SOIL. (5) ''6 5AR5 EA. WAY MINIMUM 95% OF MODIFIED PROCTOR 501L COMPACTION SHALL F2 5.4 ALL REINFORCING STEELSHALL BE DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A5Tt-1 A-615 GRADE 60. 5.5 WELDED WIRE FABRIC SHALL CONFORM TO ASTM -las. WWF SHALL ' I I WIRE WITHIN THE a". 5.6 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE (L BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" I ACI 31a LATEST EDITION AND "SPECIFICATIONS FOR STRUCTURAL (8) Oro BARS EA. WAY CONCRETE FOR BUILDINGS, AGI 301, 5.1 THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR (II) "6 BARS EA, WAY REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH (11) "6 BARS EA. WAY AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). 5.0 PROVIDE 411 THICK CONCRETE &LAB IN BAY AREAS AND A 4" THICK LUF1 GONGRETE SLAB IN THE OFFICE AREA WITH 6 X 6 10/10 WWM. (2) "5 BARS CONT. ON CLEAN COMPACTED FILL. TERMITE TREATED BARRIER BENEATH CONT. WALL F00T(WA FLOOR SHALL BE 6 MIL VISQUEEN. 5.9 PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. 5.10 PROVIDE I/S" WIDE X I" DEEP TYPICAL 5AUYJJT JOINTS AT LOCATIONS PA55E5 THROLIGH ' 51HOWN ON PLANS WITHIN 12 HOURS OF FINISHING SLAB. 5.11 PROVIDE FILLED CELLS WITH ONE CONTINUOU5 0 5� R—E-BAR VERTICAL �� W/03 5TIRRUP5015O.C. FROM THE FOOTING STEEL TO BOND BEAM ABOvE, MA✓CIMLJM D-5 SPACING AT 8'-0" O.C. AND ON BOTH SIDES OF OPENIr*5. Mitfl Itl CY 25" LAP SPLICE (5EE FLOOR PLAN FOR LOCATION5)- 5.12 ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH ACI 530/95 AND Act 530.EV55. 5-2 I PLACE CONCRETE ►.TIAL L$ MEET, 5.14 THE CONTRACTOR SHALL VERIFY ALL EX15TIWa CONDITIONS IN THE _ I I— THE CONTRACTOR 15 TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 5.15 STRUCTURAL STEEL $HALL CONFORM TO THE AISC 'SPECIFICATIONS ` yr I-- — — — — — ---- — — — — — — — — WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED — — -- — -^ ---� 5.10 STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. 5.19 DIMENSIONS SHOWN ON THE CONSTRUCTION PLAN SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. ` I 111 FLR. i I 0- DRAIN I SLOPE SLOPE I i I O I I I i Iz Z I D-5 �_-FI i I w I I •I i � FI � FI—--------------------------- r • / — .-- ----- --— Q I 5EE SCHEDULE I TYP. FOOTING TYPE 1'A'' FOUNDATION FLAN SCALE: d 4 d41 4 O d� 5EE SCHEDULE I, ---- Q ul ' r w :i .� . to • - '' wul TYP. FOOTING TYPE "B" FOOTING TYKE: . )ETAIL E) SEE 5GHED, TYP. PERIMETER FTC. "C" e 0 FOUNDATION NOTES 5.1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 1, I OF 3,000 PSI AT 2a DAYS A SLUMP OF 411 PLUS OR MINUS 1" AND FTC TYPE HAVE 2-490 AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT REINFORCING RATIO OF 0.55. 5.2 FOUNDATION DE51GN 15 BASED ON AN ALLOWABLE 501L PRESSURE _O OF 2,500 PSI. 5.3 ALL FOOTINGS SHALL BE PLACE ON WELL COMPACTED SOIL. (5) ''6 5AR5 EA. WAY MINIMUM 95% OF MODIFIED PROCTOR 501L COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER. 5.4 ALL REINFORCING STEELSHALL BE DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A5Tt-1 A-615 GRADE 60. 5.5 WELDED WIRE FABRIC SHALL CONFORM TO ASTM -las. WWF SHALL ' BE LAPPED AT LEAST a" AND CONTAIN AT LEAST ONE CROSS (a) "6. BARS EA, WAY WIRE WITHIN THE a". 5.6 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE (a) 06 BARS EA. WAY BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 31a LATEST EDITION AND "SPECIFICATIONS FOR STRUCTURAL (8) Oro BARS EA. WAY CONCRETE FOR BUILDINGS, AGI 301, 5.1 THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR (II) "6 BARS EA, WAY REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH (11) "6 BARS EA. WAY AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). 5.0 PROVIDE 411 THICK CONCRETE &LAB IN BAY AREAS AND A 4" THICK LUF1 GONGRETE SLAB IN THE OFFICE AREA WITH 6 X 6 10/10 WWM. (2) "5 BARS CONT. ON CLEAN COMPACTED FILL. TERMITE TREATED BARRIER BENEATH CONT. WALL F00T(WA FLOOR SHALL BE 6 MIL VISQUEEN. 5.9 PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. 5.10 PROVIDE I/S" WIDE X I" DEEP TYPICAL 5AUYJJT JOINTS AT LOCATIONS PA55E5 THROLIGH ' 51HOWN ON PLANS WITHIN 12 HOURS OF FINISHING SLAB. 5.11 PROVIDE FILLED CELLS WITH ONE CONTINUOU5 0 5� R—E-BAR VERTICAL �� W/03 5TIRRUP5015O.C. FROM THE FOOTING STEEL TO BOND BEAM ABOvE, MA✓CIMLJM SPACING AT 8'-0" O.C. AND ON BOTH SIDES OF OPENIr*5. Mitfl Itl CY 25" LAP SPLICE (5EE FLOOR PLAN FOR LOCATION5)- 5.12 ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH ACI 530/95 AND Act 530.EV55. 5.13 PROVIDE CONTROL JOINTS WHERE MASONRY WAE L5 AND CA:53-1N- PLACE CONCRETE ►.TIAL L$ MEET, 5.14 THE CONTRACTOR SHALL VERIFY ALL EX15TIWa CONDITIONS IN THE FIELDPRIOR TO THE'$TTART OF -FIELD CONSTRUCTION ACTIVITIES, THE CONTRACTOR 15 TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 5.15 STRUCTURAL STEEL $HALL CONFORM TO THE AISC 'SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING,' LATEST EDITION. $,16 WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODES OF THE AMERICAN WELDING SOCIETY, AW5 DI.I, 5.11 ANCHOR BOLTS SHALL CONFORM TO A5TM-307. 5.10 STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. 5.19 DIMENSIONS SHOWN ON THE CONSTRUCTION PLAN SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. FOUNDATION SGI4EDUL-E 5IzE 1, I -A FTC TYPE REINFORCING LOCATION ,� X �, LLI (5) ''6 5AR5 EA. WAY TOP BARS (5) •6 5AR5 EA. WAY BOTT. BARS. (5) "6 BARS EA. WAY TOP BARS E2 &I -0"X6' -0"X2'-0" (a) "6. BARS EA, WAY BOTT, BARS Q E --i (a) 06 BARS EA. WAY TOP BARS (8) Oro BARS EA. WAY BOTT. BARS F4 9'-0"X9'-K�"X21—K/" (II) "6 BARS EA, WAY TOP BARS (11) "6 BARS EA. WAY BOTT. BARS LUF1 � cy (2) "5 BARS CONT. TOP BARS CONT. WALL F00T(WA DONT. X I' -(o "XI' -8" (2) 05 BARS CONT. BOTT, BAR S PA55E5 THROLIGH ' COLUMN FOOT!t�S �� W/03 5TIRRUP5015O.C. L a - - e - 1 RA IC C.P.B.D. /..A.i.B.D. 683 STALLINGS AVENUE DELTONA, FLORIDA 32738 PHONE: 4W-688.2930 &&AIL: letworld0cfl.rr.cow T a-(] 4�q ZjP� t ty .PMP is^� `t • ° :VO REPRODUCTION T r� II9 .3w OF TI SE PLANS Bt�J\� ANY MEANS IS PROHIBITED ° BY FEDERAL LAW VIOLATIONS ARE PUNISIIAB" BY FINES UP ° AI[] pM11EF71CAN INSTITUTE o �+ OF BUILOIN" Uta ION o 101�� l JJ o 10 $100,000 PER OFFENSE ° STATE C Fi }!I /}1 (,� • REa No. 3156050 CALL THE DESIGNER TO °• ,� _ OBTAIN LEGAL COPIES ° �.1 OFTHISPLAN = , DRALU V BY LET 8 CHECKED BY: JR DATE: 5TRUCTUALLY ADEQUATE FOR 120 M.P.H. W105. 01/0Q/03 "'m ° • of D . c SGALE: TH15 DRAWING MEETS THE u warlonnE co�wcll - ,45 NOTED REQUIREMENTS SET FORTH §r :y'' DRAUJING NO. IN CHAPTER I6 OF THE CM -0203_i134 FLORIDA BUILDING CODE 2001 EDITION A5 PUBLISHED .-����d °�_� ; SHEET NO. Ll�FJE TFtt1W�iC:I< 1 BY THE STATE OF FLORIDA AND c_ FlrlF�uarlrJ�i Ivci. lr-- a ENFORCED a- ENFORCED BY THE LOCAL��� T JURI5DICTION. C COPYRI6PT- 2003 LANE TRAWICK, C.P.B.D./ A.I,B.D. 5 OF 9 SHE 1, I -A LLI Q E --i Q <1 ._A 0 � a4 o� � cy W Lu q W CO CY .PMP is^� `t • ° :VO REPRODUCTION T r� II9 .3w OF TI SE PLANS Bt�J\� ANY MEANS IS PROHIBITED ° BY FEDERAL LAW VIOLATIONS ARE PUNISIIAB" BY FINES UP ° AI[] pM11EF71CAN INSTITUTE o �+ OF BUILOIN" Uta ION o 101�� l JJ o 10 $100,000 PER OFFENSE ° STATE C Fi }!I /}1 (,� • REa No. 3156050 CALL THE DESIGNER TO °• ,� _ OBTAIN LEGAL COPIES ° �.1 OFTHISPLAN = , DRALU V BY LET 8 CHECKED BY: JR DATE: 5TRUCTUALLY ADEQUATE FOR 120 M.P.H. W105. 01/0Q/03 "'m ° • of D . c SGALE: TH15 DRAWING MEETS THE u warlonnE co�wcll - ,45 NOTED REQUIREMENTS SET FORTH §r :y'' DRAUJING NO. IN CHAPTER I6 OF THE CM -0203_i134 FLORIDA BUILDING CODE 2001 EDITION A5 PUBLISHED .-����d °�_� ; SHEET NO. Ll�FJE TFtt1W�iC:I< 1 BY THE STATE OF FLORIDA AND c_ FlrlF�uarlrJ�i Ivci. lr-- a ENFORCED a- ENFORCED BY THE LOCAL��� T JURI5DICTION. C COPYRI6PT- 2003 LANE TRAWICK, C.P.B.D./ A.I,B.D. 5 OF 9 SHE FRAMING BY METAL BUILDINGS MPGR, TYP T.O. B( MBI MASONRY BON[ BEAM: 8" X 16" REINF. WITH 111 15 CONT. IN KO COUR51 GROUTED SOLID, TY 3" MASONRY WALL SEE PLAN FOR REINFORCING - TYF D-10 SECTION 52 $GALE: 3/4" = I' -o" TD. E 3" MASONRY WALL SEE PLAN FOR REIWORCIW5 - TYI SECTION 52 SCALE: 3/4" s 1'-0.9 _ lU x'.50 VERTICAL TO T/WALL Q 4'-P O.c. TYPICAL UNA. PRE -CAST - REINF. SOLID CONC. HEADER 4 - NOTES; OPENINGS @ REG. CONC. BLOCK 1. PRECAST LINTELS °$HALL BEAR A MIN, S" END. 2. BREAKOUT BOTTOM OF LINTEL AT BEARING TO ADMIT D-� 5ECT ION VERTICAL REINFORCING. 52 SCALE: 3/4" = P-0' THESE BARS MAY BE ELIMINATED IF WALL REINF. TERMINATES IN 5TAND IRD HOOK -1 SPL ICE LENGTH ' I . 1 I _ _ Lug I MI W '"I`11-rr,/1� W.If L. I v 4i I METAL BLDG, MFR. TTP, 1/2" CONT, ll W r 1I —i REINF. CORNERB AR$ .+ REINF, CONT. WALL FOOTING REIN PASSES THROUGH COL" EXTERIOR SLAB SEE ARCHIT. OR/—HAIRPIN, .. r i .i is 1, • 1'� .. z ):, SEE FOUNDATION CIVIL TYP. i; i r� L{4---Fi• V FRAMING BY METAL BUILDINGS MPGR, TYP T.O. B( MBI MASONRY BON[ BEAM: 8" X 16" REINF. WITH 111 15 CONT. IN KO COUR51 GROUTED SOLID, TY 3" MASONRY WALL SEE PLAN FOR REINFORCING - TYF D-10 SECTION 52 $GALE: 3/4" = I' -o" TD. E 3" MASONRY WALL SEE PLAN FOR REIWORCIW5 - TYI SECTION 52 SCALE: 3/4" s 1'-0.9 _ lU x'.50 VERTICAL TO T/WALL Q 4'-P O.c. TYPICAL UNA. PRE -CAST - REINF. SOLID CONC. HEADER 4 - NOTES; OPENINGS @ REG. CONC. BLOCK 1. PRECAST LINTELS °$HALL BEAR A MIN, S" END. 2. BREAKOUT BOTTOM OF LINTEL AT BEARING TO ADMIT D-� 5ECT ION VERTICAL REINFORCING. 52 SCALE: 3/4" = P-0' THESE BARS MAY BE ELIMINATED IF WALL REINF. TERMINATES IN 5TAND IRD HOOK -1 SPL ICE LENGTH ' I . 1 I _ WIF SEE PLAN NOTES ELEV, SEE PLAN zi 4 T.O. SLAB 4 F, 4 ° C`J � 4 I s I f I I W I I COMPACTED FILL `n I- TYPICAL 211 D-4 SECTION 52 SGALE: 3/4" 1'-0' _ Lug I MI W '"I`11-rr,/1� W.If L. I v 4i I METAL BLDG, MFR. 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FOOT SEE SCHEDULE SECT ION -MAIN FRAME FTG TYPE 'A' THICKENED tLA5 EDGE 5EYCND 52 SCALE: 3/4" = I' -F CONTINUE RDF. THR.! COLUMN FOOTINGS, TYPICAL rf- C.P.B.D'* / A.I.B*D. 683 TEAT, ,IN05 AVENUE DrELTONA, 9LORIOA 32738 PHONIC:, 407.688-2930 E-MAIL: ,letworld0diar.Com �[ E. L �- P ;I 'Fit pp� p r NMI _ I MI W '"I`11-rr,/1� W.If L. I v 4i I METAL BLDG, MFR. TTP, 1/2" CONT, r 1I EXP. JOINT,TYP. CONT. WALL FOOTING REIN PASSES THROUGH COL" EXTERIOR SLAB SEE ARCHIT. OR/—HAIRPIN, _ z SEE FOUNDATION CIVIL TYP. /I —ter - - — Il — � 4 46 4� . . ° d v 4 a • 4 n 5 N U SLAB Lj W s W v> SEE CED LE I COLUMN FOOTING SEE SCHEDULE RAME: FT<a TYPE 'B' THICKENED SLAB EDGE BEYOND GALE, 3/4" - 1'-0" CONTINUE REINF, TNRU COLUMN FOOTINGS, TYPICAL MASONRY WALL SEE PLAN FOR REINFORCING - TYPICAL V2" CONT. EXP. JOINT,TYP. EXTERIOR SLAB SEE ARCHIT, OR CIVIL TYP: —\ d •. 4 a 4 4 a' • a SEE 5GNED. IREINFORCING SEE SCHEDULE D-2 SECTION- TYP, PEFRiMETER FTG. TYP 52 SCALE: 3/4" = 1' D" n I MASONRY WALL `Ii.0. SLAB cI W 1 W METAL COD^ BASE PLATE AND ANCHOR W-75 3Y METAL F)LDG. MFR TYP, CGNT. 11141-L FOMk RE%-, — W1.1?t'c i •BE;-: i'r.ULr)A:T,',r.W Fi-A N _ I /` Ari .r a TD. . a— $- - --�— SLAB 4 Ila d . W 4 4 04 ° ° a a SFE 5GNcDU4 COLU'IIN! FOOT SEE SCHEDULE SECT ION -MAIN FRAME FTG TYPE 'A' THICKENED tLA5 EDGE 5EYCND 52 SCALE: 3/4" = I' -F CONTINUE RDF. THR.! COLUMN FOOTINGS, TYPICAL rf- C.P.B.D'* / A.I.B*D. 683 TEAT, ,IN05 AVENUE DrELTONA, 9LORIOA 32738 PHONIC:, 407.688-2930 E-MAIL: ,letworld0diar.Com �[ E. L �- P ;I 'Fit pp� p r NMI �Nm p',s v Y�j Q °ftEPR ° OF THESE PLANS BY I AY MEANS IS PROHIBITED o �� ° BY FEDERAL LAW VIOLATIONS v c ARE PUNISHABLE BY FINES UP ° AMERICAN IIISTITUTE o JOHN J. HERBERT, W, F',E. SII B-® OF UUILVING DESIGN o c STATE OF FLORIDA o TO 5100,000 PER OFFENSE ° '` REG, NO, 39505 47• CALL THE DESIGNER TO OBTAIN LEGAL COPIES °° ry`I DRAUN 15Y: THIS PLAN LET d CHECKED 8Y: A 5TRUCTUALLY ADEQUATE FOR 120 M.P.W. WINDS, DL EA/0(0/03 mom THI5 DRAWING MEETS THE '�NOTE( REQUIREMENTS 5ET FORTH N„TI NAA L 4,WI ctl`y1�1C�. IN GHAPTER 16 OF THr- 23-113 5TANDARD BUILDING CODE 4' 514EE,T N4. 2101 EDITION A5 PUBLISHED', _ BY THE SWGI AND ADOPTED EItT�F �`r � ,c� ; I BY THE LOCAL JURI5DICTION 711 ==2 — C; G0FYR►GHT- 'ZP1JJ3 LANE TRAWICiC, C P.S.i: J A.I-3.G7. !o GF J 5i -LETS I r 1I //amu J _ z a, r� L{4---Fi• V �Nm p',s v Y�j Q °ftEPR ° OF THESE PLANS BY I AY MEANS IS PROHIBITED o �� ° BY FEDERAL LAW VIOLATIONS v c ARE PUNISHABLE BY FINES UP ° AMERICAN IIISTITUTE o JOHN J. HERBERT, W, F',E. SII B-® OF UUILVING DESIGN o c STATE OF FLORIDA o TO 5100,000 PER OFFENSE ° '` REG, NO, 39505 47• CALL THE DESIGNER TO OBTAIN LEGAL COPIES °° ry`I DRAUN 15Y: THIS PLAN LET d CHECKED 8Y: A 5TRUCTUALLY ADEQUATE FOR 120 M.P.W. WINDS, DL EA/0(0/03 mom THI5 DRAWING MEETS THE '�NOTE( REQUIREMENTS 5ET FORTH N„TI NAA L 4,WI ctl`y1�1C�. IN GHAPTER 16 OF THr- 23-113 5TANDARD BUILDING CODE 4' 514EE,T N4. 2101 EDITION A5 PUBLISHED', _ BY THE SWGI AND ADOPTED EItT�F �`r � ,c� ; I BY THE LOCAL JURI5DICTION 711 ==2 — C; G0FYR►GHT- 'ZP1JJ3 LANE TRAWICiC, C P.S.i: J A.I-3.G7. !o GF J 5i -LETS ..:. SPAIN, a }. ., i � yy e b J t , s EL:EcTRICAL NOTE EI VISIT SITE AND DETERMINE REQUIREMENTS FOR POWER AND TELEPHONE CONNECTION, EXTENSION, INCREASE IN CAPACITY, EXPANSION FEEW IF REQUIRED. COORDINATE COMPANY. NO,COST INCREASE WILL BIDDING: E2 THERE SHALL BE NO BACK TO BACK TYPE, REGARDLE55 OF HOW CLOSE THE DRAWINGS. ' D15PLACE THEM AT AND SEPARATED BY A STUD BETWEEN E9 ALL WALL MOUNTED RECEPTACLES ANP OUTLETS.SHA.LL BE MOUNTED IS" ABOVE AND POSTS 5ERYICE AND SERVICE WIT14 UTILITY BE ALLOWED'AFTER OUTLETS OF ANY THEY ARE 5HOU.N ON LEAST 4 INCHES OPPOSITE WALL&. SYSTEMS THE FLOOR. AT �I - pr w'.