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1 Red Cleveland Blvd 96-643 Plans sprinklers AirportCITY OF SANE-ORD, FLORIDA APPLICATION FOR BUILDING PERMIT Q Ni N U O �1 a C4 0 PERMIT ADDRESS Total Contract Pace ,of J Describe Work AJ Type of. Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER e 16(���1�,OaCP h ' M I' NUMBER 00 Num[Jer UL UWUI-L-Lilyz5 Commercial _ Zoning Industrial lease attach printout. from Seminole Count OWNER �G� ► ` \ �Y��� 3 ' 1 �V,/() Y f ADDRESS ),OC41 CITY ) STATE TITLE HOLDER (IF OTHER THAN OWNER) _ ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY STATE STATE PHONE NUMBER ZIP ZIP ZIP 'LIP MORTGAGE LENDER ADDRESS CITY STATE ZIP / SO �� ,- PHONE NUMBER �CONTRACTOR ['JP'o___ — ^��_ ADDRESS r 1 ST. LICENSE NUMBER�� CITY l ,/ 1 I STATE ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF, THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. rt WSignature _��c� of Owner/Agent & Date taa�af—Cen re H F•� Type or Print. Owner/Agent Name Type or Prin Contractor' Nalle m �.• �l_�' b Si e 'fir of Notary & Date +° /, fi1Vo�al Seal)rt p Signature of Notary & Date (Official Seal) arY Pu61ic, Stato of F(oridg a CINDY JOnoAN MY Comm. Exp, May 31, f888 4jll//p�lU N11WComm. No. CC 370988 Application Approved BY: Date: FEES: Building L,�rjD C) Rad Police Fire open Space Road Impact /Application T PERMIT VALIDATION: CHECK / CAS `: DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE 1 + 1' RETURN BEND .� END OF BRANCH LINE GA9T AIR CCf'1-KOOOR ITANK1.E53 AUTOMATIC UNIT) PART %LCS3M616X - I HORSE POUTER - 600 GALLCN 115Y/13W MOTOR THIO !DILL SERVE XGNE 2 4 PARTIAL XONE 4. ZCJF °b ZoNE r5 ZCI\E 04 zae 13 ZONE 02 ZONE q 6' RIE1FR 6' PJ6ER 6' M$ER 4' RI5ER 6' RISER 6' RI6EFR } - --- I' GLOBE VALVE 1 PLUG e V x 1-0 FILLER PC, (PLACE IN HEAD BOX) 6' FIRELOC K ELL V UNION •�------ 1' x 0-4 �----- 1' SIGHT GLASS W/ ig' ORIFICE ° A -ARM BELL WIRI% 13T OTHERS -_----- 1' TO OUTSIDE (SPLASH BLOCK BY OTHER) HANG � (`! 1 1 x 2-8 r�••L `+ `-a BEAM OR TOP BEAM CLAMP IRISER MctiNT) F1.OU16WITCFI DRY INSPECTOR'S TEST BAR JOSr URN55YO1TER5 NT,S. ALL -THREAD ROD SIZES BLACK ALL --THREAD ROD FOR PIPE 'TO 9 (LENGTHS VARY) - Lj Fv 6' DRY PIPE q 6' G1=14TRAL. 61-IOTaN 9O CHECK t " ROD TO BE USED � Q4 YA1..YE w4:ULL $"j VALVE UTH RILL TRJM 0 iIQ n FOR 6" & 8" DIA. PIPE TRIP! + 4 lh" ROD TO BE USED ... _.. f 7_-t1rY KEN CAV'D WKENhEDY GROOVED DITTl�LY SWIVEL HANGER RINGb' ON 8'CiROOVED ST=Y ACI{ `- #1(150 #K16') #1(IQ#) I T. .�.j •__ 5 /j/ %��� �/ - • ..•'a ,. .a•'a » ..•'> .a•'.. •••a .era . .�•'a . ( 37% 371Fa"(t 38"( 2' MINIMl1M r 3/4'1NGIIOR8 8 SLY 4 STD lUT PIPE j C E F 1 _- UU H;HAMIR 10 " " 11(16')- -____ #IU6II') _ _ .� ° SLEE'� Sk8'x3/8 PLATE (4) 111' ANCHOR 330LT6 PLY NOTE., 81AME5E FIRE GEPT. COWECTION LOC �I G:.L VI\ VVW\ i✓T� AM 6' 0E OF SHEEP I - SITE MAN 5ACKH-0111 MYENTOR LOCATED ON TI-#d1lST BI..00K ,_ � FIRE PROTECTION RISER F _ - (1 __ _ ___-_ ___-_- _ _ " _. ___ _. _._ # ,.�... �a ca ra m M r ci N_T 5. (, I 1 38 38 ra 39 H " J " K 1 L G F E " D n C " n A 40 E"�? 40Ah"tjt 4IA}"� 41" �: y 401h"� dq0(� 39Y�t"(� {�) 39" 3$3"� �8 �j 37Lz g -1 37 36Lh 2-1 .-......... #1(17' -- #kfk7'�'> -- __ - #i(18° —* #1(18'� _� #1(19') - Now)_ _ __ . ' #1( 0') _ __ _ #T<207 - _._ - - #1(19'i'y_ . �- -#1(19°Y ___._ _ _ #1(18�'7_ -, _____ #1(18') �� T-#1(i7'¢') - -- #1(170_,_. #1(160 — -___ #1(16') --- #1(15 ') 0 0 o h 1 :-y I :-i 1;.—,�•. I _ C3� D 14 C y...-1. _.._.... _.. . _....... _....._..__ #1(17 ) 38tAh #1(18') 39#1(180) 3gy� i .�...' '#1(191Y • #1(19'k) #1(20')' ° #I(20'z) #1C20'k) #1(20") "" #1(19�e7 #1e19')` #1C18lI) #1(18) #1(17 ) _._ #1(17°) _.... .._.........._.. 40"(� 40Yi"� 41 "41 ra"t 411xi"(� 41 "� 40Y1"(� 40"Q{ 39Y'i � . 39 t 38'/z"�, 38"�. #1(16t°) 37Lh"t 11(16') 37"(� J K L M ) y H G F EAT tr,, to t., Rl N M v.t.,✓, - r } +t i _:._.._..,... ,,....ink. -.......".._. � #1(19 ' #1(20') #1(20 7 I #1(217 `"#1(21`) `" .. #1(20 ')' '� #1(20'>' _.#1(19 ')'' . #1(19`) �"'."..#1(18 ') , #1(18')""" #1(17�') � 4 -11 � #1(16') #1(18 > � � 3 !� � � ; " 1' - -1 D „ i �r i { 3rr i i T �r !, p G " H 9 " J " l '" -� ~ ~ M '" #1(17') #1(16�¢') 39 t 3 >� t 40 t FIRE PROTECTION GENERAL NOTES: A n " " n n " n n " n " " " 401z � 41 � 411h � L 42 �. 42 �. 411�a (� 1 41 �. 401xz (� 40 � j 39Yh �. 39 t�, 381xz (� 38 �. 37'�i �, 5'-6' 9'-9' 9'-9' 4'-11' a'-0' 10'-0° 10'-0' ;'-0' S'-0' 1Q'-0' 10'-0' S'-0' i S'-0' 10'-0° 10'-0' 5'-0' j 4'-t0�k' 9'-9�' 9'-9'k' S'-6' '" ^ ^ W w ......_. 3 L ALL WORK TU BE IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION " #I(18'7 #1f19 #1C20°) - #1(201�) #k(2k`) #1<21) #1(203�) -#1(20) #1(19 1 #Hi9') #1(18 ) #I(18) -- #1(17 > ASSOCIATION (NFPA 13) AND ALL APPLICABLE STANDARDS, K L M N ( J H G F F ' 1' E 2. ALL SPRINKLER HEADS LOCATED IN CEILINGS ARE LAYER OUT IN ACCORDANCE 0 �, N i,_� ) 0 C i 0 48 (} -1 2-1 WITH THE REFLECTED CEILING PLAN SHEET A-15,2 DATED 7-26-95 OF THE #1(17Ik0 #1(17') ARCHITECTURAL SET OF PLANS. " " 9F�, r o o p �� 1 o o t3 o CO. 0 o 0 0 M 1(18 ' 40 t # (9 - 401xa � �» i n ,_. -• " . n .. " M " .. � " " IRIA*& — 3, ALL MATERIALS AND EQUIPMENT TO BE UL APPROVED WHERE APPLICABLE.. w,,., - _ #1(20°) #1(20I°) #1(21`) 1(21'k°) #1C21') ~ #1(21') (20�¢') .a #1(20'> #1(19!I') "" �a 1(19') ~ #1(18°) M #1(18') '" �,a� f_._...,_ T.:R>�� H J K ° }' .• ' LL- M c 4, SYSTEM DESIGN BASED ON AN ORDINARY HAZARD GROUP I PER NFPA-13 U,NA, C' n .� r ,tq i ;a 39 (L :� w t` �-} �, f _;_ `� Co 5, SPRINKLER HEADS TO BE LOCATED IN ACCORDANCE WITH THE TYPICAL SPRINKLER m f , [) �,. {��,, d,,L �MN 43 P H v L Yi K J H c r'G, F �°i E - HEAD LOCATION DETAIL IN PUBLIC AREAS ONLY. l a a It a { a #, ry a ry I a O I 1 a 1 . I a 1 ° { • 1 a I s 1 a a a a . a J__ . -___ 4. _._,._ 4.�.._ _ ... 4 ______.. r ,___ ._4__. _ .._ ��4 . _ 4.._ 4 . _ _ ,_ _ , ._ _. _4_ �__ r• . _____ 4 . _ _ -t� _ _ t- _4._ _ -. _ __ 4. _. _ .,.—_- -_--_ , . 4 . _4_ - 4 ___.._.. _ _-. 9' ._ _ _4'. ^_� _ ._. _,__._ - _.. __-4... ___.__ 4 ____._6. SPRINKLERS IN ELECTRICAL- AND TELEPHONE ROOMS SHALL BE PROTECTED BY -• 0�0 9-9 9-9 11 10-0 10-0 10-0 ¢-8 4-8G-C 10-0 F_., 10=0 10-0 10-0 9_111 9-9 9- 10- 3-0 2-4 4-11 4-10 -4 2-8 0-6 HEAD GUARDS, C-CMa1n Z2� M h Z2B Main z B Main Z213 ,' %� E MENT AND TELEPHO ROOMS TO HAV . � ;,., �,%;r'" ,, ,r ,r f ,,'• �° ;,,✓' r .- � �,.- •%'��� rr, r. r - � � �� � -- �, ,; .��` �,��` w� ,;%'". �� r R � ' � - r� � ,,� ,'' `_'---:;.: �....„ 7• SPRINKLERS IN _LECTRICAL QUIP NE _ - ,� r�,�f'� --r f/ ✓ / ,r'f �r T"', ,r ,r -�,,�,,rr' ; Jr. r,,rr,! J J' ,r�,r ,✓`,r.'�' ,r`,f'f 'r. ,.,'r' - , ,r''• ,f,/ � r. � r srr' / /. _ f , ,'/ ,�` ,r'p ,r r •f - ^•.:n. h F /r� r. : r �r r' if /' f fr f r p A r r p 1 fr, p F f u n _ ......._ r . �' r r e( / 3� fr / r j �,:. } Qfr r rr vo 4(i' (� 381'z ^ ;. A RATING OF 21.2 DEGREES, ELECTRICAL RACK AT 3S BELOW DECK "� rr S¢, /�.. % �t / J ,,�C f ,, ..r' rr`rr,, rr/ ,./ !� r ,✓ r ' �' 'l ' .' .r'' r './'- -,r f /' f� ,�r',� �U _ � . _ '- - - =- ---- rr'`/ _ . �'`�• _- r� __ - .. f., ... .. � ."- 4 m "... :, -- _ ..... - .. .. r•--", _yMxv�� -�� - = x, zr_,_s: } avnrs� --. __...._.. _—__ ..:._ _.__ , \`, r _ ..._ :;� .: "�;.�� ,. ,>. .z..�.w.��..>.4,��.�`„�,., .. .�,,�....r�,.�,s.,��- . u•.�.,�',�� a� _ �- 8, SEE CIVIL CNG_NEERING DRAWINGS FOR CONTINUATION ff SERVICE FROM 1t�18� 39'A" #1(1 ) 40" �( � 40Y�" ' " #1(21 °) 421h"� #1(21lI') 42'rh'� #1(21') q2" � #1(20�'> 411h"� #1(2D') 41"� #1(19�') 4Q11A #1(19') 40"(t #1(IU�') 391h"t ; #1(18') 38"� f #1(17�) #1(l�i?¢) D T-0' OUTSIDE BUILDING, Q� #1(20 > . '.:41 d, #1(20i� > 41 Aa t #1C21) 42 Ik (L € .,. F H J K I. X K Q J H Q G"� 3'� 9. SEE FIRE PKUTECTD7N SITE PLAN FOR CONTINUATION OF FIRE SERVICE WATER I_ M N. A < '_• �.� NO SPRINKLERS REQUIRED BACKFLOW PREVENTION DEVICE, (DOUBLE CHECK DETECTOR ASSEMBLY) iv EXPOSED OUTSIDE 1 I � a S D TO TSI #1(42,) _ 10, ORDINARY HAZARD GROUP I DESIGN DENSITY SHALL BE .15/1950 s .ft. 1 1 ....._...._._ .._-. .. .... ..,....... ........ ..-.. ......... - #1(18) # #1<18 #1f! ) ( - �..,..-,-..__ _ , L.. i Y SYSTE THEREFORE THE DESIGN AREA IS INCREASED 307 .,_., o = o s , p' o o , o m.,.., o ' a.., o N i Q THIS IS A DR M, %#1(1 TO 1950 sq.ft, ALSO, INCLUDE A HOSE STREAM DEMAND OF 250gpr1 '" . r "' ". `"+ •'~, rrrr 1 1. r.r� ✓•,%%�/ v ri���v 4 r '" '" r ' ✓.. /; �^r r,i•J v r E C. Aw (100gprl INSIDE AND 150gpin OUTSIDE) WITH A MAXIMUM SPRINKLER HEAD 39"t 39V2"t 40"l� 401,z" t 41 "t 411A"t 42"t 42"t 41 %"(t . 41"t 40'Ah"( ;r, ' �- ,;, 40"� 39Yh"� 39" 38 %'` f SPRAY OF 130 sq.ft, G H J.. 38"�� a s ;;) ( �, Q 3 "; 11. TOTAL SQUARE FOOTAGE OF ZONE 2 - 22,224sq.ft. #1(42) a . a cu > #12D > (21 > #1(0 ) #1 19 ) (18i¢ ). ........ CQU•-Z., ,.. ). #1 (.�__...), _ -.so . (_z.,.. #IS19.,. ... _.#1 111.(17-,.,:.,... s....._......,., _.......... 519 ..) IS _.......... ,._._..., .) II1:S. 1.... _._.,........ _ .:.. _ _ _... _-_..... z" _.,:...... 4 .; ti J 13 H O G Q F - 12. The Total Dry Volume is,,.432.081 U,S• Gallons K L M N L � 4 A �; % Diameter Volume (Gal/L) Length (Ft/M) D'' 1 Inch 19.957 44�4,66 o o Inch 30,378 390.50 39"� / 39L�" a 4O"� - Q 40L�"� () 41" �42• i -� 41 b� -' 41 ~ ()'A� ~ 40"� C (» 39'� dt 38Y�" 0 � 38"t' * ) - �- �,1 � r_.�- �- � .a, .,� �- a. "��. 1 1/2 Inch 69,143 655,58 - 1 1 i I o { { 1 1 i L. i�{ s, e .. #H141) "" #1(20') '" #1(20 ' '' ;� #1(20') - - #1090 `" #1(191) "` Z #K18#') "" - #1(18') '" #1(17' 1) `" #1(17') "' - r 1 ) � „ "� = 1 - ""- 2 Inch 52.706 302,41 0 cs> c #1(20k') a l.'Ai' 3 r 1 Goa a o 36 - _- " , - - -, �; . -- � 1/ inch 1000 000 1000 00 a3 inch F G H K L M f _.....1,-3 1/2 1000 .000 J ---" Inch >6 G F Q E Q D _ a . 6_ . . -,. ..""". ,-...-.. R R 4 inch 235.79 318.41 #1(43) "1 3 5 Inch a r" �- r ... r . . , r F #' ✓ 1(19 1( '� lcC3 r' r 1 (y3'9 r-�f / vF,-') j `)J�, /� 4 r r 1 1 6 h :rr ,r r ,.,r. ,,; r Fj ,r �' 'a/"/ •r ;�`;• ,.'r.f' „ _ %'r'r' r /' ,`.f ? �,f' .f rr mC " ,a f r r r J r' i 1000 1000 / ,r'rf .1 ,r�f ,r ,�// - ,r r jr 1r' ,r / ,r l ,rr f iy '�^r...�..-- +i , k�' .fd; - r ,r .r it � ,r1' "✓r r� P� ' °3� r r' ' r" O P� r r � ' f,' Y'lp r f ! `r ,�r � r�/ r � _r � . (�; .�ir��,!� f � �,.Jl � �� rr r r � / ' f` , Y ti��-. $ Inch ELECTRICAL RACK AT 3S BELOW DECK - '"�r � � r rr, �,r � r''/r �` I� ,,r`r r ,4 r ,�� r�r r r r4' � ,r'J ,.r- � ,� � _ � ,, � � � A00 ROOD r '' i .f'i rr ' r / � r' ,irit r �' � it r��r 0 ,r� '' r r /, /,�}��a�f �-� ! %•'' � f"�' -i f �f � �.�,J� � ,r V' V_ rr r e r rrr r � / /M�ffJ r` f� I ,, r ✓>� ,, J� ,''J}q�,,/� � ��!/�} •�f'� . rr�/r/� � /��``, }f,•,F,Tr'/yJj ir- iw$:. r i1.�! �` .r. .s>``t '`�'. �✓'_r1 '' - C� "�. ` Drops 3,770 r /'rf.r _/, ,eis e�•'::,_t...: :'`.,�' 1�.,,:✓ , r�r'+� !i ,4x:_��,,,r'`✓„v<, r.4 ,._•-r`�r-=�'r.d-�- ,,rr n�. r.'y./'•tr...�,.,.,......>,�2`br "�.___,,,...,u„�.. .z�..:G �q.,,�y,...,. ,.:�.�.e._ ri.s��„�...+� �,.�'s e,� 37 (L� Misc (RN, s)Q20.334(r Q N N C � ELEV #1(IQ') SEE SHEET 3 6 4 FOR CONTINUATION 4' OF ZONE 2 BULK MAIN. 11-4 r, MainZ2A �' SPRIG -UP SCHEDULE 'A' 1 x 0-11� (4) 54Lh"t ,B, Ilxx0110� (2) FIRST FLOOR FIRE PROTECTION 'D' 1 x 1-0 (10) 'E' 1 x 1-1 (12) T' 1 x I-1# (15) 'G ' 1 x 1-2 (16) SCALE 1/8'4'-0' 'W 1 x 1-2� (17) 'J' I x 1-3 (18) 1 x 1-3 (18) 162 6 'L' l x 1-4 (17) 1/2- 1 /2" 'M' 1 x 1-4t (12) 200° 1 5° 'N' 1 x 1-5 (8) REL MOD. Fl REL. MOD. G3 'P' 1 x 1-% (4) SSU BRASS DRY PEN. 'R' 1 x 0-11 (2) N A RECESSED 0 WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA FLOW TEST FIRE PUMP CENTERLINE SIZE LOCATION TYPE SYSTEM NO. 95253-2 DATE OF TEST: 1/18/95 RATED CAPACITY: N/A L= ELEVATION 1" - 1'A'za BRANCH LINES SCH 40 HAZARD ORDINARY I TIME OF TEST: RATED PRESSURE: NIA TOS = TOP Or STEEL 4" - 6" CROSS MAINS ec RISERS SCH 10 SPACING 130 STATIC PRESSURE: 56psi PUMP TYPE: N/A G = GROOVED PIPE END 1" - 1'r'a" FITTINGS CASTIRON K FACTOR 5.62 RESIDUAL PRESSURE: 36psi WELL PUMP T = THREADED PIPE END 4'- 6" FITTINGS FIRELOCK INSIDE HOSE 100 GALLONS FLOWING: 10109pr1 GPM AVAILABLE: N/A F = FLANGED PIPE END OUTSIDE HOSE 150 TESTED BY: SANFORD PSI AVAILABLE: N/A C-C = CENTER TO CENTER RACK GPM 0 HYDRAULICALLY DESIGNED SYSTEM LOCATION BAGGAGE NO. OF SPRINKLERS 17 DENSITY .15 r2000 DESIGN AREA GPM DISCHARGE 597.93 RESIDUAL PSI AT CITY CONNECTION 4-4.13 t t r m nuut, LrAw+_n r suti rarni-n MOST REMOTE AREA 15/1950 FOR A DRY SPRINKLER SYSTEM SEE CALC FILE, 95253-2. TYPES OF SPRINKLERS SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. @0 162 1/2" 200" RELIABLE MOD F1 SSU BRASS N/A 6 1/2" 155' REL MOD 03 DRY P. CHROME RECESSED 168 HEADS THIS SHEET I, Ej ►,L�r 1-3 DROP; FOR DRY PENDENT SPRINKLERS ARE 1 x 3-6 T-PE WITH A COUPLING (6). DRY PENDENT HEADS ARE 12' RELIABLE MODEL G3 WITH RECESSED ESCUTCHEONS (CHROME), KEY PLAN i NO. I DATE I REVISION DESCRIPTION t A J KEY PLAN N.T.S. ZONE 2 - FIRE PROTECTION PLAN BY wou gftnton 64 HIM PROJECT NAME We turns us enO a ! ! ���8(�tl[ -hroq Onc. .INT L DEPARTURES .BLD G CENTRAL FLORIDA REGIONAL AIRPORT Orlando, Florida El Tampa, Florida Fort Lauderdols, Florida SANFORD, FLORIDA (407) 831-3414 Office (613� 823-23P Office (305) 960-0033 Office 40 831-5740 Fax 813 820-0333 Fax (305) 9sa1s5o Fax DRAWN BY: Wayne D. Paycer DATE: August 30, 1995 * Jacksonville, Florida El Miami, Florida El Melbourne, Florida SPRKS. ON JOB:• 168 SCALE: 1/8" = V-0" (904) 282-8107 Office (305) 825-0004 Office (407) 725-8794 Office (904) 268-7268 Fax 305 828-2234 Fax 407 725-8794 Fax APPROVALS: Local Authorities CUSTOMER PROJECT NO. FILE NO. 95253-2 CONTRACT NO, 95253 SHEET NO. 5 OF CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 1 e Total Contract Price of. J Describe Work _ 1 Type of. Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS CITY kkal B ILN —/"')I o PERMIT NUMBER ) —(PLO TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY Total Sq. Ft. I LFlood Prone (YES Number of Dwelling; _ Zoning _ Commercial Industrial lease attach printout from Seminole Count STATE STATE STATE STATE SPATE PHONE NUMBER ZIP ZIP ZIP ZIP ZIP CONTRACTOR ' - o fiwp Sof-/ �U- _ ' PHONE NUMBER ADDRES ST. LICENSE NUMBER73 CITY I ) STA'i'EZIY Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. A COPY OF.THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE" FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. l r rro N r' cv o a a Signature of Owner/Agent & Date Signature—nfYCan ctor Date 0 a'� TImo-I r1�Y�� 1,►r H Type or Print Owner/Agent Name Type or Pri t Contracto 's N'me J a x 3 d -c o rD o' A,��� dIl�ro ° Signature of Notary & Date Signature of. No.ary & Date p (Official Seal) J„khfl'44cial Seal) Notary Public, State of Florida CINDY L. JORDAN 4 My Comm. Exp. May 31, 1998 sQn yrQ., `oe Comm. No. CC 3IP989% ro S1 G pnonuiwo 0 0 o r~ Application Approv dj BY: Date: Date: rt z �? FEES: Building ���y' —— Radon Police Fire '' Open Space Road m�t-.'. Applicati o M � o PERMIT VALIDATION: CHECK C'A�SH +r DATE l� Y r� �4 o , o � Q' ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COU '1'Y TAX OFFICE) GOLD (CO. ADMIN) z W EH **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE �' P. , CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT ,-� PERMIT NUMBER PERMIT ADDRESS _(/"f t 4- Price of Jr)h FP�( J i��� � ,• Total Sq. Ft. Total Con .zac Describe Work Type of Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER , (,�V U( ADDRESS CITY V)' Flood Prone (YES) ( Number of Dwellings Zorn' ny Commercial Industrial TITLE HOLDER (IF OTHER THAN OWNER) n r,Vcc CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY lease attach printout from Seminole Count' STATE STATE STATE STATE 0 PHONE NUMBER ZIP ZIP ZIP ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR �I.(1 / �W 1 / l / !// 1�� �# PHONE NUMBER .� L4 , ADDRESS ` r� C� / /ST, LICENSE NUMBER C g Vic' CITY (� STATE /f! ZIP ?� Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of. all Paws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF,THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF' PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. . Q a 0 H Signature of Owner/Agent & Date-Sigrrattrze-o —contractor Date ° w 0 Type or Print Owner/Agent Name Type or Prin C ntr ctoz' N�rr�e a Signature of. Notary & Date g Si na.ure of Notary & Date (Official Seal) 1,o+P�� ficial Seal) 0 r Notary Public, State of Florida 0 CINDY L. JORDAN 0 u 3 My Comm. Exp. May 31, 1908 +�-'r�•., orb Comm. No. CC 370989 ro w 3 � o G Application Approved BY: Date: rl ro, Q FEES: Building JL/—0 0 Radon Police Fzre T ^`- Q, z a �+ Open Space Rod Impact Application >1 ro PERMIT VALIDATION: CHECK CASH DATE BY d ro O � 04 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. AOMIN) z w F I **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE HYDRAULIC CALCULATION AREA MOST REMOTE .15/1500 SEE CALC FILE, 95253-5 T jj _ I } _ f T �< 0-8 r_UA= , ! 4 _ r �p sI. ..... . ......... ..... Y ! y O _4 gq i t3 zA I } 1 i1-2 jn— f �,��� r -41 r sDT- I-2 7A ' 1• I t1 #€ i - ! f • Ig 21 } 11A t i E 1-4 i { } 41 T-1 F !-0 12A s 13A ' 1-4 - - -} =_- Id - t # 23 ;T 1-2 1� i # } ! 1-4 — # S r r •' 4 s r r zM € I I r cr— F1 I �^ 1 ' i 4' 4 �� 19 ' 4' 24$ 4' �� , # 4' ; 4 _ s .. - ! 0 6 ...Y 8 .... 110=2.......: , . 11- #«._ 10- 4 ' illy ( � � '?u4F �# } i ��, � �� 1' 4' F 1' -2 11 ( 1. f........,.. r ....:.1..........,.r ....R..... «.1ti.......... .. R...�..... ........... ..).,.... r UP 1°k x UP 1k x « 1$ x ---� �,,.. .4..... :.... ...".. ,., O-».,.«. i i 1.4 ,TI _ r fA ............................_................_ ...................... ...... «�............. � «. -.-.�--...._«�.. «: not � i W .. ; � #. r # s F ; 1 # I € r ' #AD- - - 1' 12 w A. jc t { I # I PARTIAL SECOND FLOOR FIRE PROTECTION PL SCALE 1/8'=1'--0' FOR RISER DETAIL SEE SHEET 31 WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA FLOW TEST FIRE PUMP = CENTERLINE SIZE LOCATION TYPE SYSTEM NO. 95253-5 DATE OF TEST: 1/18/95 RATED CAPACITY: N/A = ELEVATION 1" - 11h" BRANCH LINES SCH 40. HAZARD ORDINARY I TIME OF TEST: RATED PRESSURE: N/A TOS = TOP OF STEEL 4" - 6" CROSS MAINS & RISERS SCH 10 SPACING 130 STATIC PRESSURE: 56ps1 PUMP TYPE: N/A G = GROOVED PIPE END 1" - ith" FITTINGS CASTIRON K FACTOR 5.62 RESIDUAL PRESSURE: 36psl WELL PUMP T = THREADED PIPE END 4" - 6" FITTINGS FIRELOCK INSIDE HOSE 100 GALLONS FLOWING: 10109pin GPM AVAILABLE: N/A F = FLANGED PIPE END OUTSIDE HOSE 150 TESTED BY: SANFORD PSI AVAILABLE: N/A C-C = CENTER TO CENTER RACK GPM 0 ' 4's 4, 4' `F �,u T} /' i-2 c-G HANGER #2 STM PURUN (1) WASHER (2) NUTS ALL -THREAD ROD (LENGTHS VARY) HANGER RING HYDRAULICALLY DESIGNED SYSTEM LOCATION 2ND FLOOR NO. OF SPRINKLERS 13 DENSITY .15 DESIGN AREA 1500 GPM DISCHARGE 510.83 RESIDUAL PSI AT 45.16 FIRE PROTECTION GENERAL_ NOTES., 1, ALL WORK TO BE IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 13) AND ALL APPLICABLE STANDARDS, 2, ALL SPRINKLER HEADS LOCATED IN CEILINGS ARE LAYLD OUT IN ACCORDANCE WITH THE REFLECTED CEILING PLAN SHEET A-152 DATED 7-26-95 OF THE ARCHITECTURAL SET OF PLANS. 3, ALL MATERIALS AND EQUIPMENT TO BE UL APPROVED VHERE APPLICABLE, 4. SYSTEM DESIGN BASED ON AN ORDINARY HAZARD GROUP I PER NFPA-13 U.N.O. 5. SPRINKLER HEADS TO BE LOCATED IN ACCORDANCE WITH THE TYPICAL SPRINKLER HEAD LOCATION DETAIL IN PUBLIC AREAS ONLY, G. SPRINKLERS IN ELECTRICAL AND TELEPHONE ROOMS SHALL BE PROTECTED BY HEAD GUARDS, 7. SPRINKLERS IN ELECTRICAL EQUIPMENT AND TELEPHONE ROOMS TO HAVE A RATING OF 212 DEGREES, 8. SEE CIVIL ENGINEERING DRAWINGS FOR CONTINUATION OF SERVICE FROM- 5'-0' OUTSIDE BUILDING, 9, SEE FIRE PROTECTION SITE PLAN FOR CONTINUATION OF FIRE SERVICE WATER BACKFLOW PREVENTICIN DEVICE, (DOUBLE CHECK DETECTOR ASSEMBLY) 10, ORDINARY HAZARD GROUP I DESIGN DENSITY SHALL BE .15/1500 sq.ft, AND INCLUDE A HOSE STREAM DEMAND, OF 250gpm (100gpm INSIDE AND 1509pfn OUTSIDE) WITH A MAXIMUM SPRINKLER HEAD SPRAY OF 130 sq,ft, 11. PROVIDE SPRINKLER HEAD GUARDS IN BAGGAGE MAKE-UP AREA, 12, TOTAL SQUARE FOOTAGE OF ZONE 5 = 31,281sq.ft, TYPES OF SPRINKLERS SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH � ESC. ® 295 1/2" 1550 RELIABLE MOD. Fl SSP CHROME RECESSED O 9 1/2" 212' RELIABLE MOD. F1 SSU BRASS N/A 304 IHEADSI THIS I SHEET 295 9 W t/ 12 1 5° 212 REL. MOD. F1 REL, MOD. F1 SSP CHROME SSU BRASS RECESSED N/A KEY PLAN NO. I DATE PARTIAL SECOND FLOOR FIRE PROTECTION PLAN IIf SCALE REVISION DESCRIPTION l� l KEY PLAN N.T.S. ZONE 5 - FIRE PROTECTION PLAN BYguM �LJ I1 MOO ��L��n^PROJECT NAME Fire turns u® on(� u'�(�1 1d a (� O� 0 7 J �p u uuuu�u�`�u� C�uu �39 C� I1V�' L I�.�`.P.AR.TU�.�S .�L.D G CENTRAL FLORIDA REGIONAL AIRPORT Wanda, Florida ` " El Tan a, Florida El Fort Lauderdale, FRcrldo SANFORD, FLORIDA M M407 831-3414 Office 813 823-2333 Office 30 960-0033 Office 7) 831-5740 Fax �813 620-0333 Fox �305) 96G-1650 Fax DRAWN BY: Wayne D. Paycer DATE: August 31, 1995 E] Jacksonville, Florida (� Miami, Florida ❑ Melbourne, Florida SPRKS. ON JOB: 304 SCALE: 1/8" = V-0" 904 262_6107 Office 308 625-0004 Office 407 725-8794 Office 9053 268-7258 Fax �305) 628-2234 Fax M7� 725-8794 Fax APPROVALS; Local Authorities CUSTOMER PROJECT NO. I FILE NO. 95253-5 CONTRACT NO. 95253 SHEET NO. 8 OF ( X ,a +J U b O �1 a, a 0 CITY OF SANFORD, FLORIDA jj APPLICATION FOR BUILDING PERMIT C'i PERMIT ADDRESS I � � it r' d , ��� PERMIT NUMBER Total Contract Price of Job `Ow, fvv') , ac Total Sq. Ft. Describe Work, ,I Type of. Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER rl ,_ .'/- r , I - Flood Prone (YES Number of Dwellings Zoning _ Commercial --w� Industrial lease att�jqh printout from Seminole County) OWNER C.I n prcj on rt A, ADDRESS CITY n n-- V-14 STATE TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE NE NUMBER ZIP / ZIP ZIP ZIP ZIP CONTRACTOR '; � �l ,/ �PHONE NUMBER l �� ADDRESS �� ,j� " '�)��, ST. LICENSE NUMBER CITY STATE ZIP Application i�hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. Signature of Owner/Agent & Date a"sg-ra Type or Print. Owner/Agent Name Signature of. Notary & Date (Official Seal) Type pr Print aGtOL & Date U 'C �R a r �r �n ractor's ame !� �1(1 �S H ignature of Notary & Date ��`4yv01( f icial Seal) k rt 'o • e,% Notary Public, State of Florida r = CINDY L. JORDAN My Comm. Exp. May 31, 1998 y�,'.�•.. . o Comm. No. CC 370989 Application Approved BY: Date: //�j7s , l_� FEES: Building (r'�, Rad Police Fire 4J 4�' Open Space Road Impact Application 19� PERMIT VALIDATION: CHECK _ CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY `PAX OFF'IC'E) GOLD (CO. ADMIN) 0 ro 0 **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE I I I-) GROOVE @ l(r_111°' TO ZONE PARTIAL FIRST FLOOR FIRE PROTECTION PLAN SCALE WATER SUPPLY ABBREMA11ONS MATERIALS DESIGN CRITERIA FLOW TEST FIRE PUMP = CENTERLINE SIZE LOCATION TYPE SYSTEM NO. 95253-1 DATE OF TEST: 1/18/95 RATED CAPACITY: N/A L ELEVATION 1" - 1La" BRANCH LINES SCH 40 HAZARD ORDINARY I TIME OF TEST: RATED PRESSURE: N/A TOS = TOP OF STEEL 4" -'6" CROSS MAINS & RISERS SCH 10 SPACING 130 STATIC PRESSURE: 56psi PUMP TYPE: N/A G = GROOVED PIPE END 1" - 1l - FITTINGS CASTIRON K FACTOR 5.62 RESIDUAL PRESSURE: 36p61 WELL PUMP T — THREADED PIPE END 4'- 6" FITTINGS FIRELOCK INSIDE HOSE 100 GALLONS FLOWING: IM09M GPM AVAILABLE: N/A F — FLANGED PIPE END OUTSIDE HOSE 150 TESTED BY: SANFORD PSI AVAILABLE: N/A C-C = CENTER TO CENTER RACK GPM 0 HYDRAULICALLY DESIGNED SYSTEM LOCATION LOUNGE NO. OF SPRINKLERS 16 DENSITY .15 DESIGN AREA 1570 GPM DISCHARGE 568.01 RESIDUAL PSI AT CITY CONNECTION 38•7.5 6' TO FIRST FLOOR FIRE PROTECTION PLAN (SEE SHEET 6, ZONE 4) ELEV 77 4' TO PARTIAL FIRST FLOOR FIRE PROTECTICIN PLAN (SEE SHEET 4, ZONE 1) 6' TO FIRST FLIER FIRE PROTECTION PLAN (SEE SHEET 4 ZX 2) - j . i i HYDRAULIC CALCULATION AREA - SEE CALC FILE, 95253-1 I'vi �jw;`►w� ;ww vow wsw .ww ON �•..• « A _... 1 _- - 1 .� ' � � � GIB ■ ���'' � r � t't"+;�* + �P'�lyd'?�� �► w ��` _,�w! � a� a .." �sla'9 .;. sww�r .. �""'r� � : !� r_� — -- - - - — . rr �, 4 � ' _ , ` - '��-, . .. ,, •_.fit. �♦ x���s �_._ •_�...a s♦ r.�. � •.� �.• �. _ isI!,►!..•:....!ii!i-�•i f � t � t ` r/ . '� u�� �.` � �� , '`. ' 4,q". i �.., '�,� `.. 'i�' w ill �'�� �.! R � (f� :. i� �v .•� .. a�.r (� i� a{� i:. a• r ....-.P' 11 ir.,, , x ., .r ,e :, ,:ems . .r .Y iY f u. �.. M..a.. .. Q .-..�L ••... _ ,r �:�, a r . .. ._..- _ _ __ - _ _ • FIRE PROTECTION GENERAL NOTES: 1. ALL WOW TO BE IN ACCORDANCE VITH THE NATIONAL FIRE PROTECTION ASSICIATD N CNFPA 13) AND ALL APPLICABLE STANDARDS,, 2 ALL SPRINKLER HEADS LOCATED IN CEILINGS ARE LAYED OUT IN CE WITH THE REFLECTED CEILING PLAN SHEET A-152 DATED 7-26-95 OF THE ARCHITECTURAL SET ff PLANS, a ALL MATERIALS AND EiliiIP14EAJT TG BE UL APPROVED VHrERE APPLICABLE. 4. SYSTEM DESIGN BASED ON AN ORDINARY HAZARD GIRIRF I PER WPA-13 1lAR 56 SPRINKLER HEADS TO DE LOCATED IN ACCUMANCE WITH THE TYPICAL SPRINKLER HEAD LOCATION DETAIL IN PUBLIC AREAS ONLY, ZONE ob 6 SPRINKLERS IN ELECTRICAL AND TELEPH X RQiHtfi SHALL BE PROTECTED BY HEAD GUARDS. 7, SPRLWLERS IN ELECTRICAL ErAIIPWE NT AND TELEPIMC RrMS TO HAVE A RATTING OF 212 DEGREES. 8. SEE CIVIL ENGINEERING IIRAVINGS FOR C[iNTItHtIATKN EF SERVICE FROM 5'-W OUTSIDE BUILDING. i N PARTIAL FIRST FLOOR FIRE PROTECTION PLAN SCALE HANGER # 1 sTM max I" TOP BEAM CLAMP All.. -THREAD ROD SIZES ALL -THREAD ROD FOR PIPE TO 4' (LENGTHS VARY) " ROD TO BE USED FOR 6' Its IT" DIA. PIPE: ZONE94 � zom� ; "1 lei• R00 TO BE USED ® HANGER RING BT OTC 9. SEE FIRE PROTECTION SITE PLAN FOR CONTINiATKIN iE FIRE SERVICE WATER BACKFLOV PIEVENTDIN DEVICE. CDIBLE CHECK DETECTOR ASSEMBLY) j Rml 80TC44 FLOW WTC14 10. ORDINARY HAZARD GRUY I DESIGN DENSITY SHALL a1E .15/1500 sq.ft AND URWI 15y, OTC URM By OTC INCLUDE A HOSE STREAM DEMAND OF 250gpm (IWgM INSIDE NO 1508pm OUTSIDE) VI1iI A MAXIMtM SPRINKLER HEAD SPRAY [IF 130 sq,ft. ' IL PROVIDE SPRINKLER HEAD GUARDS IN BAGGAGE WIT -UP AREA YA fFL 6' UN8HOTVALVE ►L11N FULL TH�"190 CIS, 2-TOTAL SQUARE FOOTAGE [IFTHlI PARTIAL ENE 1 = 27,i?7flsq,f cj �P i �9 ` i8' (EDY BUTTFL.I'2 vl= VALVE' UM T &WC44 6B'F f/46 155 $12, 61 ON 81 OTi Y REL MOD. Fl REI_, MOD. F1 SSU pE BRASS ® ® ® G� RECESS P• i' 8' 8UPFLY 4' E6T® WT FfrE 3/4' AA !RODS I -CLEEVE 61ks' m, FI-Al NOTE: 8IAt'F�' FW& VEK. C U4FLTM LOCATED ON Nit OTWA>8''I eOE OF FFEVth[TOR LOCATED CN SVET I - SITE Tv"T MOM FIRE PROTECTION RISER erECTION 1. TYPES OF SPRINKLERS SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. H2) 246 1/2" 1550 RELIABLE MOLT. F1 SSP CHROME RECESSED 0 6 1/2" 212' RELIABLE MOD. Fl SSU BRASS N/A 252 1HEADS1 THIS SHEET ¢�asmn KEY PLAN I NO. I DATE I REVISION DESCRIPTION BY W�g 1pn L��U l�3 Fire tarn. us an oo ap UfiIh111amg unto Orlando, Florida ❑ T a Rod& ❑ Fart Laudwdde, Fiarida (407) 831-3414 Office (IS13 Office 960-0033 Offte 40 831-8740 Fax 613 620 0333 Fax 3❑5 960-t�A Fax daelrt,:anvt FloMo Mlarni, Florida Melbourm FkwW 262-6107 Office ! $ 268-7258 F J305) 62. -2234 Faux a �407� 723-87" Fox CUSTOMER PROJECT NO. FILE NO. 95253-1 HANGER #4 HILTI DROP -IN J ALL —THREAD ROD (HOLE HUGGER) (LENGTH VARIES) HANGER RING PROJECT NAME IN7"L DEPARTURES DLD -W CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA DRAWN BY: Wayne D. Paycer DAIS: August 21, 1995 SPRKS..ON JOB: 252 SCALE: 1/8" = 1'-0" APPROVALS: Locat Authorities CONTRACT NO. 95253 SKEET NO. 3 OF WIGINTON FIRE SPRINKLERS, INC. P.O BOX 520160 LONGWOOD, FL 32752-0160 (407) 831-3414 Jacksonville ° Tampa ° Pompano ° Miami TO: City of Sanford 1303 S. French Avenue Sanford, FL 32771 LETTER OF TRANSMITTAL DATE: 11/22/95 1 JOB NO. 95253 ATTN: COMMERCIAL PLANS REVIEW RE: International Departures Building 1 Red Cleveland Blvd. Sanford, Florida WE ARE SENDING YOU +Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints VPlans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 4 1of1 Fire Sprinkler Drawings - Zone 1 Revisions 4 1of1 Hydraulic Calculations 1 Permit Application 1 Certificate of Insurance 1 Certificate of Competency THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections QI-Eor review and comment ❑ ❑ FORBIDS DUE 0 Resubmit _copies for approval ❑ Submit _ copies for distribution N (Return corrected prints '19 G PRINTS RETURNED AFTER LOAN TO US REMARKS Please review and return two sets with your stamp of approval and/or comments. Notify our office when plans are ready for pick up. Should you have any questions, please call. our office. T qnk Youll %J /l �1 COPY TO SIGNED. (� (/V V 1. Cindy L. Jordan, Permit Administrator Wayne Paycer, RECEIVED NOV 2 7 1995 CITY OF 5AkFORU FIRE. DEPY- a f t i FIRE PROTECTION GENERAL NOTES: L ALL. WORK TO BE IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION: ASSOCIATION (NFPA 13) AND ALL APPLICABLE STANDARDS,. 2. ALL SPRINKLER HEADS LOCATED IN CEILINGS ARE LAYER OUT IN ACCORDANCE WITH THE REFLECTED CEILING PLAN SHEET A-15,2 DATED 7-26-95 OF THE ARCHITECTURAL SET OF PLANS. 3, ALL MATERIALS AND EQUIPMENT TO BE UL APPROVED WHERE APPLICABLE. 4, SYSTEM DESIGN BASED ON AN ORDINARY HAZARD GROUP I PER NFPA-13 U.N.O. 5. SPRINKLER HEADS TO BE LOCATED IN ACCORDANCE WITH THE TYPICAL SPRINKLER HEAD LOCATION DETAIL IN PUBLIC AREAS ONLY, 6, SPRINKLERS IN ELECTRICAL AND TELEPHONE ROOMS SHALL BE PROTECTED BY HEAD GUARDS. 7, SPRINKLERS IN ELECTRICAL EQUIPMENT AND TELEPHONE ROOMS TO HAVE A RATING OF 212 DEGREES, 8, SEE CIVIL ENGINEERING DRAWINGS FOR CONTINUATION OF SERVICE FROM 54' OUTSIDE BUILDING, 9, SEE FIRE PROTECTION SITE PLAN FOR CONTINUATION OF FIRE SERVICE WATER BACKFLOW PREVENTION DEVICE, (DOUBLE CHECK DETECTOR ASSEMBLY) 10, ORDINARY HAZARD GROUP I DESIGN DENSITY SHALL BE ,15/1500 sq.ft, AND INCLUDE A HOSE STREAM DEMAND OF 2509PM (1009pM INSIDE AND 1509Pm OUTSIDE) WITH A MAXIMUM SPRINKLER HEAD SPRAY OF 130 sq.ft. 11, PROVIDE SPRINKLER HEAD GUARDS IN BAGGAGE MAKE-UP AREA. 1E TOTAL SQUARE FOOTAGE OF PARTIAL ZONE I = 17,175sq.ft, TO ZONE 1 SYSTEM RISER INSTALL 6 x 4 RED, GRV, COUPLING --- AND FOR CONTINUATION SEE SHEET 5 ZONE 2, WATER SUPPLY FLOW TEST FIRE PUMP DATE OF TEST: 1/18/95 RATED CAPACITY: N/A TIME OF TEST: RATED PRESSURE: N/A STATIC PRESSURE: 56psl PUMP TYPE: N/A RESIDUAL PRESSURE: 36psi WELL PUMP GALLONS FLOWING: 1010gprr GPM AVAILABLE: N/A TESTED BY. SANFORD PSI AVAILABLE: N/A THE SYSTEM RISER IS ZONE I LOCATED ON SHEET 3 - PARTIAL ZONE 1: FIRST FLOOR FIRE PROTECTION SCALE I/8'-I'-0' +' 137 `N 1 /2" 155' REL. MOD. F1 SSP CHROME RECESSED 0- 35 'N 1 /2" 200' REL. MOD. F1 SS N /A SS DROP SCHEDULE ALL DROPS I x 0-3k U.N:O, (49) 'A' I x 1-3� (27), 'B' 1 x 0-7' (24) 'C' 1 x 0-5 (35) 4 ZAULIC CALCULATION AREA I REMOTE 15/1500 CALC FILE, 95253-11 I, X r, � REVISED KEY PLAN N.T.S. PARTIAL ZONE 1 - FIRE PROTECTION PLAN ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS KEY PLAN NO. DATE REVISION DESCRIPTION BY(�� (� Mm PROJECT NAME = CENTERLINE SIZE LOCATION TYPE SYSTEM N0. 2 LOCATION STORAGE SYMBOLS QUAN. ORIF. TEMP. MAKE &MODEL TYPE FINISH ESC. wK,gu� �U !� u[ �aR (�j�(�yp�(� �j jj��rJ1 j f jj j �jr�l]� ��j �1 1 j� T yj ��r Flom tums us on '_D3 J�ElUI1�511 c�i tl��❑ 1 (� 1 L Ld 1 1'� Ii 1 (J �L /i IJ 1l L-D [r L ` ELEVATION 11A" - 2" BRANCH LINES 4CH 40 HAZARD ORDINARY I NO. OF SPRINKLERS 14 d 137 1/2" 155' RELIBBLE MOD Fl SSP CHROME RECESSED __ 9 CENTRAL FLORIDA REGIONAL AIRPORT TOS = TOP OF STEEL 4" - 6" CROSS MAINS & RISERS SCH 10 SPACIIAG 130 DENSITY .15 O 3.5 1/2" 200' RELIABLE MOD F1 SSU BRASS N/A Wanda. Florida E] Tom a. Florida ❑ Fort Lauderdale, Florida SANFORD, FLORIDA 407 831-3414 Office813 623-2333 Office 305 960-0033 Office G = GROOVED PIPE END 1y2" - 2" FITTINGS AST IRO K FACTOR 5.62 DESIGN AREA 1500 M7) 831-5740 Fax 013 62Q-Q333 Fox �305 960-1650 Fax DRAWN BY: Wayne D. Paycer DATE: August 30, 1995 T = THREADED PIPE END 4" - 6" FITTINGS FIRELOCK INSIDE HOSE 100 GPM DISCHARGE 534.73 I [] Jo--knonville, Florida C] MlarnL Florida ❑ Melbourne, Florida SPRKS. ON JOB: 172 SCALE: 1/8" = 1'-O" F = FLANGED PIPE END OUTSIDE HOSE 150 RESIDUAL PSI AT 40.22 — 904 288-7268 Fox 305 6zs-2234 FoxOffi40 725-8794 Fox APPROVALS, Local Authorities �304� 268-7288 Fax �3U5�ii?8-2234 Fax �407� 725-8784 Fax G-C =CENTER TO CENTER I I RACK GPM I 0 I I I CITY CONNECTION ( 172 IHEADSI THIS I SHEET I I I I I ! ( I CUSTOMER PROJECT NO. FILE NO. 95253-11 ]CONTRACT N0. 95253 SHEET N0. 4 OF _P U 'b a a, Z 0 GACW_11 &VI-124 Uttm-L CITY OF SANFORD, FLORIDA AP L ICAI'ION FOR BU CL -' NG ERMIT (:2L 71 PERMIT ADDRESS Central Florida Regional Ai-vport PERMIT NUMBER Total Contract Price of Job $22, 620.00 Total Sq. Ft. Describe Work Installation or aucornat:lcire sprinkler system Type of Construction 9 Flood Prone (YES) (NO) Number of Stories 9 Number of. Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) `PAX I.D. NUMBER Federal Aviation Authority OWNER PHONE NUMBER ADDRESS .0, Box 20636 CITY At I n a STATE (;q ZIP __3.032_ TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP N/A BONDING COMPANY ADDRESS . CITY STATE ZIP ARCHITECT ADDRESS CITY STATE ZIP MORTGAGE LENDER N/A ADDRESS CITY STATE ZIP CONTRACTOR SOli -rn F'-P TP Protect —Jan af- rl Lodn PHONE NUMBER 3`)2z-[ ADDRESS 3801 F. SR 46 ST. LICENSE NUMBER���O���Q�(�1C�(G� CITY Sanford, STATE FI ZIP 3-277i 9i-S_5 Application is hereby made to obtain a permit to do the work and installations a. indicated. I certify that no work or installation has commenced Prior to the issuance of a permit and that all work will be performed to meet -, -standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF' THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF' COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the .requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF' PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. eo�e� �.�- o `d Signature of Owner/Agent & Date Signature of Cont. ctor & Date Robert H. Caldwell, Jr. ' Type or Print Owner/Agent Name Type or Print Contractor's Name G a a 3 0 � � H (0 w G O �-i o rd V) N u �-i n, o v z a H Signature of Notary & Date Signature of Notary & Date ( official Seal) ( official seGAROL ANNE O't ELL Notary Public, State of Florida My Comm. expires July 11, 1997 Comm. No. CC 301557 Application Appro ed BY: FEES: Building Open Space Date: Radon Police Fire ._J� Road Impact App/l ' ca io.-n- /0 PERMIT VALIDATION: CHECK CASH DATE �l � �l(� BY ( i� I — ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE "'T /(afffflc COM6,0L TOWEX vfirE_ea�! 0P q5�Ti�K . 2t go6e VAya . Q• �5jlfi ilkx)l, 6,x A-U9 n—rL2 v � C6 a VLve roogTH r-iwp" -4 Qxouk) Raxi, L-,vE,- i ty OS&Y V&LV5.$ V/7"PEK.54/lruc-s y uz ripe j T Cwbie-r-noi 10Z. II Ilii� + L��G AL �\IPIUL e1665(! 100ILDol, NY-U/,LULlC // 1365 6qvbl�- rv_rr 50-111, P61 AT or-Acv, Gv--*rax, oiK 1��6rvwt, Ji"J aun I f& JA Z5 m KLE4 CIF o 1 5�/14/ 1/2 DATE: FIRE PROTECTION OF ORLANDO, INC.Iv)o7,-110 /55' Nr- 65P Cwo,190 SR 419, WINTER SPRINGS, FL 32708 - ---- -- --- 'ZOO XL M (407) P27-4200 ICALE: Mr F (4017) 327.3407 EMERGENCY omAwm sy PRO V!g A P 0 �A f IITM: T A.ATW C A" i, , 0.1 C 0 N S T R IIII IC T 1 0 N PHONE (407) 831-6275 FAX (407) 332-5311 Mailing Address Location P.O. Box 521728 1969 Corporate Square Dr. Longwood, Florida 32752-1728 Longwood, Florida 32750 #CG C001227 #CG CO25899 Building Department City of Sanford GENTLEMEN: WE ARE SENDING YOU ® Attached ❑ Shop drawings ❑ Submittals ❑ Copy of letter ❑ Change order IEFUUER ��F URI) AID 55 MV � U U ALL DATE February23 1996 JOB NO. AFT EN LION Gary Winn RE Orlando Sanford Airport / ne i Cle 'h'lc I ��✓iC OurS � ❑ Under separate cover via the following items: ❑ Plans ❑ Samples ❑ Specifications ❑ COPIES DATE NO. DESCRIPTION 3 shop drawings for air bridges \(�PGAL THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections For review and comment ❑ ❑ FORBIDS DUE 19 REMARKS ❑ Resubmit copies for approval Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE on Olesen �VEMENT ht JETWAY , r i I� ii r"~ 12 J ETWALK " 1 LK_ I ? EXISTING CONCRETE APRON PAVEMEN T I; PREVIOUSLY REMOVED (TYP.) . " 1 i _ MENT = I ` 4 LOADING BRIDGE I FOUNDATION o� T GATE 02 i r 1 r� t + JETWALK CE JETWAY Y SAW CUT AND REMOVE EXISTING j CONCRETE APRON ' PAVEMENT. (TYP.) . 1 , r EXISTING CONCRETE APRON PAVEMENT , BETWEEN NEW FOUNDATIONS MAY BE REMOVED AND REPLACED AT CONTRACTOR OPTION. cn LOADING BRIDGE, FOUNDATION o6 _AT GATE 01 I nml IVIV VC_IVICIV I yr SLABS IS MAINTAINED, ALSO NEW FOUNDATION CONCRE rE AND E:XI SJING CIVIL bNIG {'WER___w ' - er•ir�n�f r.nr,irnnr-rr, Tn Arh-r AC A c, r� t C 1 mirr " r it ti cv 0 N. i t PoilItL .Drs�e' Suite "500 '0;�l rrli?'-1 r lowida •3330 r I , ' FAX 813--289•--3050 j LOADING BRIDGE FOUNDATION 1 03' AT GATE 03 A-'2 I JNAFP { LOADING BRIDGE FOUNDATION .._"�� III � + �vIL'O� i I/� �f -,� f h.:. t ,4 '/� u" 5r�'3-�.,3�r�'14��°�:s o 4: AT GATE 04 �, , , A_2 /�, IIIIr I9 7 4$ .7, 1 I wasum owww wwwxw- "wmr- owmm-- VAN"- amow II0 !i0tal F1 ""id ItL4 z U: I#5 DOWEL BAR (TYP.) CL on a," 0 TERMINALS In IIILA: COLUMN Ib Ib COLUMN One Red Cleveland Btvd b b 1 7-7 suite: 201 tI(4 324-9681., 07) 10 OLUMN II'&9794::," Ivwmhx� - -0816 Sanford, FLORIDA�-,� 32772 V. b b (Fu) 3. IIIa It�,,ARCHT]`ECT IIII8 #5 BARS 0 7'-O" NlF. IISPACE 8-,V, N.F. 9 15,8ARS , EQUAL 5'' F. F. 8 #5 BAR$ 0 V-0" ;,7 Achile'c' lure':` II:9.#5 BARS 0 EQUAL PACE'S 8'-.V F.F. II4 hile 'I iJETWALK Interior ro c ure mom pagwom COLUMN' IPLAN PLAN -BREAKER -BOND;' TAPE OR ROPE N.F. EXISTING 10 #5 BARS 9 I CONCRETE 1/20; LIQUID "EXPANSION JOINT IIF.F. ing I 0 #8 BARS 0 1 Engneez APRON MATERIAL ALL AROUND NEW, 3": CLR (TYP FOOTING Ilb '#5 BAR Planni I5, (typ.) jErwAy, tLR., (TYP.) C) I#5 BARS (TYP) SEAL JOINI BENVEEN NEW Elm AND EXIsr[Nd CONCREIIE 7 b INVI IPIERCE GOODWIN ALEXADEI(A LI LLE I2CITNORTH. UNION STREET It"EXISTING C R. (TYP.) r S' CL jQllqr 0, rw � b ALEXANDRIA VA 22314 #5 BARS (IYP.) N NE�g AN[) fk�[`ING CONC RE11 #7 BARS (TYP.) (703) 836�0588 FAX (7031834-8027' :H, I#5 BARS (TYP.) b A PREMOLDED NON -:-EXTRUDING REG15TRKrION ELEVATION' 4 #5 BARS (TYP.) #7 BARS (TYP.) COMPACT, EXISTING, SOIL 4 COMPRESSIBLE JOINT MATERIAL EXISTING CONCRETE APRON I OR IF SOIL -CONDITION, IREQUIRED REMOVE 6'± II2 1 /4' 0, IAND REPLACE WITH COMPACTED X 2'-S' GRAVEL _T_ IANCHOR 6 �Lfs (TTP.) ILEVATION I4 L i L J #8 'BARS (4 4 I4L — — — — — — — — -- — — — — — — — — — I�,COLUMN 11Z'O X 3'-0',­ IS (TYP) LOCTI 0 N A. Ft i t 'CIVIL ENGINEER COLUMN ELEVATION" J2. IIJZ '24 �_COLUMN' LOCATION PLAN ANCH0R':B0LTL It1.24 5 IIIIJ ETWAY FOUNDATION E B .... .. '5B1 & `5B2 -1 B2, 281 282). 3B1 I 3132, 4131 , 41321L 2 4�0 X, X-Cr IIJETWALK -ASSUMES 1) C)) ANCHOR BOLTS (TYP.) LObATIwJ41 t'ANV. 541 LOCATION .(FT.) ROO',�EU 'APRON. W., BEEN'REPLACE6 ,;iAT-.,,CQWRAQTQRS QPIION,'� THICKNESS ANCHOR� BOLT LOCATIOW PLAN Y" 'FOOTING -'CAN' BE INCREASED"�LB 1A 1.13 I 0�'INOLUbt APRON" THICKNESS, T 2A 1.28 b 80'�IS 'L 0 I:OF COLUMN 'AN S IL PREPARATIONS, AND OT E DETAILS 'ARE H RS TO Bt SIMILAV 'tJ ETWALK FOUNDATIOK 1.00 CHbk' 4A ICOLUMN JETWALK/JETWAY COLUMN 5A 1.00 tISTRUCTURAL ENGINEER I41d ION I j 1 j2o 4J2, 5J1 BASE PLATE, FOUNDAT To jETWAY.� TYPE Er': A 5J2) Ib IIIPIERCE GOODWIN ALMNDEk z IJETWAY IU e, I'2701 N, Rocky Point Drive, S' 'it 500, Tampa, Florida 33607 L TION PLAN IANCHOR BOLT OCA I I I 11, - -SHRINK,GROUT —289:o- 3313 iFAX 813-20 NON 815 9 3055L CL "EMBICU"' OR EQUAL II0 JETWAY FOUNDATION 1 TYPE A 1 1`7 TOP OFFOUNDAIIION C)' I1+� 4J' Y, 4): (1 A, 2At 4A & 5A) CY- I MEP ENGINEER, 4 IIIIAN 4--� CHOR BOLTS LS, S, 6 #5 U-BARS 08"=3'-4� k, FOR SIZE,,. LENGTH AND IEXTRA HEAVY. NUTS SPOT-WELD TO END EXTRA, HEAVY, Nurs (4, PER 30 OF ANCHOR BULTS BOLTYAND CIRCULAR FLAT (TO BE USED,,WHEN WASHERS (2 PER BOUT)., IlANCHOR BOLT IS NOT' GROUTED INTO EXISTING #5 U-BARS '06 CONCRETE) 2 DETAILS 0 F BEARING TLE ECr T I PROJ Ito 00 Ia-TERMINALS Inc. Central Florid 0 - q COLUMN V) Igo (M 10 CO LUMN V) PROJEcr NUMBER ILn -C-000 to JOB#960(YI PROJECr �0(.�XfION IIEXISTING 'CONCRETE APRON rb IORLANDO SANFORD IttA CORE DRILL HOLE IN JETWALK I'SANFORD LO C ATION 13 (FT.- IiE JETWAY, IPLAN 2J 1 'O.�6 1 5 0 FOR I 1 12"O 94CHOR BOLTS __T I 2 3 /6'0 FOR 2 1/4:'O ANCHOR BOLT DMWIN6 TITLE I�,,�'O.45 2- I*�NOTE I1 i75 PLAN DIAMETER OF4CORE DRILLED HOLE� TO BE I2 3 FOUNDATION, DEFAILS .1 .4J 1 d MUFACTURER'. 0 It#5 HOOP BAR 0 13" /2 I -ANCHOR BOLT Q ETA I LS FOR 30 & 3J2 ONLY I I)RAWING SCALE z #5, DOWEL BAR WITH ar�NDARD I-0 SPACING 90' HOOK 10 1'-d EXISTING I NEW 'CONCRETE FOOTING IIIEXISTING ICONCRETE APRON REVISION C)ATES X IIIz EXISTING CONCRETE APRON 'ASSUMES- LOCATION �4,1 REMOVED 'APRON HAS BEEN REPLACED Ar`cQxTkAC`T0RS OPTIQN;� THICKNESS ANELEVAT'I'O' N'' ;,0 FOOTIN( ED BE INCREAS BY ,jr TO'11 �ICLUbE-�, APRON ,rTHICKNESS'. LT, ELEVATION 00 S SOIL, �PREPARATION% ANCHOR, to 8� $1 'ILA AND,'�.OTHERS`. DETfAILS M R ANCH R �,QOWEL� DETAILS FOUNDATION !TYPE Er ...... 15SUE DATE THIS DETAIL REQUIRED WHERE NEW CONCRETE. IS, PLACED OVER, IIT"FOUNDATION, 42 j ETWAY, .,JETWALK`* EXISTING CONCRETE, (2J 1 M$ 3J I 3J2 4J 1) - IIN .#2 T 9,FEB 1996 :SHOW SEE J ETWALK FOUNDATIO JETWAY FOUNDATIO YPE, A- �GENERAL -NOTES: bk.� DETAILS, NOT N 1 4A) F GAL (�7 �;CTED ANCHI '0 'AND SIZE OF ANCHOR BOUrS. ICATION,: CHECK PASSENGER LOADING BRIDGE SUPPLIER FOR tO -FOUNDATION #1 FOR DETAILS NOT SHOWN SEE JETWAY SHEET NU� 2. CONCRETE SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF f'c=4000 psi REINFORCING STEEL SHALL BE ASTM A615 GRADE 6o. EXPANSION JOINT MATERIAL SHALL BE PER F.A.A. SPECIFICATION P-605 (ASTM DI'854 - JET FUEL RmsTANT). ANCHOR BOUS TO BE MILD STEEL - A36 OR A307, HIGH STRENGrH BOUrs ARE Nar ALLOWED. CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT Q H I G a± 3 b a .-1 H fO 4-4 St O O ro m a) u si a z a E� PERMIT ADDRESS � cJG` Z0170 5PERMIT NUMBER � �( Total Contract Price of Job �]�,a � &0ne J Total Sq. Ft. Describe Work V� S I G�`1 t ,-JA Type of Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS CITY TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY Ill e-W Flood Prone _ ( YES ) NU umber of Dwellings Zoning Commercial Industrial T-- lease lease attach printout from Seminole Count, STATE STATE STATE STATE STATE PHONE NUMBER ZIP ZIP ZIP ZIP ZIP CONTRACTOR t 11' -1 c p"� �/ I� is 1 ' cra � Y � J Y�IVi �C�1 ; I' S , f- PHONE NUMBER 0 � �'"� 't / l� ADDRESS � 0 ST. LICENSE NUMBER /�j/C CITY iS r �L STATE F(� _ ZIP 3 75C) *************************************************************************************** Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be Found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. d / ��- b m r+ m o a Signature of Owner/Agent & Date Sigrtc��rre-Erf-CTo-nkzr for & ate o c hl CJ - '`iHH z Type or Print Owner/Agent Name Type or Print Contrac or's Name t7 w � O A 4 - J J, v 1� 6(4— 9/1 O --- ri Signature of Notary & Date Signature of Notary & Date (Official Seal) (Official Seal) Notary Public, Stato of Florida CINDY L. JDRDAN a( i111y Comm. Exp. May 31, 189$ `y'r o•.-���;�` Comm. No. CC 318989 O''4uu uu wq"� Application Appro e BY: Date: j� FEES: Building f 1 � Radcy Police Fire v 6,(J(� Open Space Road Impact A ' lic' tion PERMIT VALIDATION: CHECK CASH DATE <>/rfl\ BY�Ci' ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE We PU 1. 1 X1 ?U II II ii 4 HOUR RATED WALL-4- Zo co - - - - - - - - - - -------- I __44- 1C:1 HYDRAULIC CALCULATION AREA MOST REMOTE .15/1500 SEE CALC FILE, 95253-3 J. 71-9# V_V MEN E 1 0 1 9. -31 81-91 SEE ZONEK THIS AREA SECU ME W EXISTING E A T . ............. .......... . C S R VESIT3ULE CUSTOMS co L OFFICE r 6-7 GENERA I CO Mil 7W _r ream IBM -5 77� ------ - ----- ;SECUR .... ............. . ....... zi 7- i IJ—i 0 0 0 0 o 0 0 0 (X7) X5 (X 6) n ("X 4 X3 MFN!R ■ 5FRJWiER HEAD SkI- BE LOCATED WITH -IN CENTER ONE SIXTEENTH Cr- CELM IL11 TILE 1 ""7 7 CH- c14 NOMINAL 2' X 4' EXPOSED Ir LAY-N CEILINCs TYPICAL 6f=R1N<LEF-, HEAD LOCATION DET I ---- FIRE PROTECTION GENERAL NOTEe., t ALL WOR< TO BE N ACCORDANCE WITH THE VATIC AL FIFE- FR:)TECTICN ASSOCIATION (NFFA 3) AuC ALL AI`PLICA5LE STANDARDS, 2, ALL 6POKER HFADS LOCATED N CEILW4 ApS Ii OUT IN ACCORDANCE UT14 THE FiBzLECTED, CELW3 M,6N _544EE A-152 DATED 1-26-W OF THE ARCHITECTURAL 61:7 OF 3. ALL MATERIALS AND E=IFMENT TO M UL APPROVED UA=1=LICA5LF- 4. SYSTEM DE66N eAi ON AN oRDNARY HAZARD oWLIF I MR hIFFA-45 UND. 5, 5MMiti HEADS TO IBE LOCATED IN ACCORDANCE WITH THE TYPICAL 5PRI ER HEAD LOCATION DETAIL IN PUIBLIC AREAS ONLY. 6, _8FR1 N ELECTRIC& AND TELEP,*iE RD" SHALL DE PROTECTED 5y HEAD GUARDS- 1. SPRN<_EF;6 N ELECTRICAL EM1P11NT AND TBLF-9`10NE RXMS TO 14AViE A RATIN3 OF 212 DECS- a SEE VyL Ew_it opAjN FOR CONTINIJATION OF SERVICE FROM 5'-0'0M0E BLIILDW_;. t 6EE FIRE PROTECTION SITE PLAN FOR C0RTN;ATI,0K OF F15EEE 6ERY!CE WATER 5AiCiq:LM pREysiqTION DEVICE. (DOZLE CHECK DETECTOR AiSSEEri 10 OR:)NARr HAZARD GlRaP I 0i DENSITY SHALL BE 15/15M u4IL AND NaIVE A 406E STREAM De-1*0 OF 2WOM (MgPm MlDE AND Wcpm OUTSIDE) WITH A MAXKM 6PRWLM HEAD SPRAY OF W bq-ft IL FROIADE SPRX<-ER HEAD GLIARDS IN 54C<TAGE MAIi AREA 12. TOTAL 63l4RS T-0i_- OF ZONE 3 - 2e i Hour Concrete 'Block Note: 1" Maximum Annulus II Note: 1" Maximum Annulus or Concrete Wall --i Layers of %" Te "X" Type "X* Gyp. Brd. yp ypsurnWall Boar M ,--Steel Pipe. Sleeve ,,-Mineral Wool Backing Mat'I_ Fiberglass Insulation Around Pipe I 'I Fiberglass lnsufation Around Pipe Al Secured w/ Steel Tie Wire Secured w/ Steel Tile Wire Steel Pipe up to 10" I.D. Q Minimum Annulus )Steel Sprnk. Pipe Steel Sprnk. Pipe 2Y4" Maximum Annulus :K" of Spe Se 100 Sealant w -% Crown Sealant w'V4 Crown %" of Spe�Seql 100 1h" of SpecSea! 100 Sealant V4* Crown of SpecSeal 100 5" Type "X" Gyp. Brd. 11Gypsum Wall Board 2 Layers of Type 'X" -0-1 Applied at Sleeve to Wall Seam 2 HOUR CONCRETE WALL 1 HOUR GYPSUM WALL 2 HOUR GYPSUM WALL WALL PENETRATION DETAILS RJ—$= W22 f"AiGE IS. .4 Y. W/ TA"=ER SWITCH - ft DEGREE F 6FRIN1ii HEAD IN ELEV. EaLrF. fWO11 Zoe 43 N BASED ON PNIVOR 16 FROVIDWit AND INSTA-LM 4r-iRELom ELL STD. HEAT DETECTOR FOR ELEV. EaUP. SRW TRIP AND SMO<E DETECTOR IN F-01F ROOK ALARM BELL TIPICAL ELEVATOR ROOT" WIRING; 5y on-M &ERINKLER DETAIL 4 FLCWWTC.44 USE WWE_� Al FLICA15LE WlRIW_, 5OTHERS 41 CE\7R& 6HO`TaN W CrECK Q VALVE WITH HILL TRIM 41 KetWY CiRDOY"ED BUTTERFLY vii WITH TAMER SWITCH - 4' ON 8' C%QD0Vi STU55Y ZONE D ZONE S ZONE 04 ZONE LjG1 7: P 4' STD WT FIFE a, VJPFILY HEADER 3/4ANCHOR RODS 82x81i PLATE SLEEVE 14) W' ANCROR 1501-76 a, ai FIRE PROTECTION RISER NOTE, SIAtrESE FIRE DEPT. CONNECTION LOCATED CN POLIN STEAM &ECTION 5Ac*L= PR5viFNTOR LOCATED ON SHEET I - SITE PLAN THT41187 5LOM KJUR RATED WALL + EXWALL1ERIOR CITY OF eANFORID FIRE E:)F='f=AfRTMENT FUFN'1%a__44F=Z:) CEILING FIRE LINE FLOW Tf=-6T RESULTS PFWJ fevoi - % IWN STATIC: - b& ftl FLOW: - Im CIPM TEST DATE: - JANUAZr IS)OS5 5EHM 12S X LOCATION:W'-V DUSO JIW OF SMOST VACCESS C4F4eR 0-- EEXISTINGI ERM KAL If DA*L F 'T/DRAN t4~0�TION CCNTACT ISR5M. - MR. VINCE MORETTI INSTALLED IN f444PE: '- (401) 322-S44 FINISHED ACC A F9RE PLOW RfOWATION SHALL M VERIFIED AS FEMIFED BY Fln FROTIECTM C4NTR.AiCTOR PER NFFA, SEE SPEC-FICATIONS 1533C.. OF DEVIDLOPED Q LilariTH FROM IN5PECTOR'S TEST Vi SPRN(LER RISER LOCATED IN SPRIN(LER CLOSETOFF, TEST AND ROOM #175 ON EAST SIDE OF STAIR 6 ZONE It SPLAii ORAN SETTW_-6 AND BE UL L16TED PLATE HLOCK EXISTING SLEEVE AND WATER MECHANICAL F'ROCF FOR WALL EXF06ED 6TSWCTURE 7`11=1CAL INNf=ES1OfRe_TEST ri HANGER #2 R STM PURM (1) WASHER NUTS ALL -THREAD ROD (LENGTHS VARY) S HANGER RING <E *r FLAN N.T.S. ILI 5 12: Z 1 2 REL MOD. F1 SSU NA 277 12: 15/5 REL MOD. F1 RECESSED ZONE 3 - FIRE PROTECTION PLAN WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS KEY PLAN NO. DATE REMS10N DESCRIPTION By, Mirs twrs us on PROJECT NAME FLOW TEST FIRE PUMP CENTERLINEFire SIZE LOCATION TYPE SYSTEM NO. 95253-3 LOCATION CUSTOMS SYMBOLS QU.AN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. TNT DEP,41?TURES ELDC. CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA tATE: OF TEST: 1/8/95 RATED CAPACITY- N/A ELEVATION I* - 11fi" BRANCH LINES SCH., 40 HAZARD ORDINARY I NO. OF SPRINKLERS 15 0 5 1/2" 212*" RELIABLE MOD F1 SSU BRASS HEAD GUARD Oriando, Florida 717' ct, Floritic Fcrt Lau4erdd4k Ficii a3l-3414 Office 41.31 823-9-1 Office 305 960-0033 Office r4O; 831-5740 Fax 813, 620-0333 Fax R05� 960-1650 Fax F] Jocksonvifile, Florida Miami, Florida 13 Meibcume, Rwicic 262--6107 Office 825--0004 Office �407� 725-87" Office 268-7268 Fax 90 928-2234 Fax 407 725-8794 Fax TIME OF TEST- N/A RATED PRESSURE: N/A TOS = TOP OF STEEL 4' 6* CROSS MAINS & RISERS SCH.10 SPACING 1 130 DENSITY .15 277 1/2" 155' RELIABLE F1 SSE' CHROME RECESSED STATIC PRESSURE: 56psi PUMP TYPE: NIA G = GROOVED PIPE END 1, 11�2* BRANCH LINES AST IRO K FACTOR 5.62 DESIGN AREA 1531 DRAWN BY: Wc)ne D. Pc)cer DATE: August 9, 1995 PRESSURE: 36PSi WELL PUMP T = THREADED PIPE END 4* 6" CROSS MAINS & RISERS FIRELOCK INSIDE HOSE 100 GPM DISCHARGE 547.11- ARKS. ON JOB: SCALE. 1/8" = 1'-0"RESIDUAL GALLONS FLOY61NG: 10109pt. GPM AVAILABLE: N/A F = FLANGED PIPE END OUTSIDE HOSE 150 RESIDUAL PSI AT CITY CONNECTION 44.34 APPROVALS: Local Authorities TESTED BY: City of SanforfSl AVAILABLE: N/A C-C = CENTER TO CENTER RACK GPM 0 282 TOTAL HEADS THIS SHEET F-1CUSTOMER PROJECT NO. ]:FIE NO. - 95253-3 CONTRACT NO. 95253 T :SHEET NO. 2 OF IT�OF `'ANF'ORD FLORIDA a , _ APPLICATION FOR BUILDING PERMIT l p�j �rl�L!" PERMIT ADDRESS I ed 0,1 ►-•-V'�( ,� 7 PERMIT NUMBER Total Contract Price of Job j/�,'aw)�o Total Sq. Ft. Describe Work a -R � i . �i t /Y,, rn K 'c ,,1 VC I- /- iM Type of Construction Number of Stories Occupancy: Residential Flood Prone (YES Number of Dwellings / Zoning _ Commercial i/ Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER _ ADDRESS CITY TITLE HOLDER (IF' OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY T MORTGAGE LENDER ADDRESS STATE STATE STATE STATE PHONE NUMBER ZIP ZIP ZIP ZIP CITY ipSTATE r ZIPj CONTRACTOR _ ��, i Lkon t S�(�iYl �,� � l.! A✓ PHONE NUMBER �1-"34)'1c/ ADDRESS n x , )I („ ST. LICENSE NUMBER �_, zl�l=j �Ctl-- (' l CITY STATE ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws .regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of i}sAgounty, and there may be additional permits required from other governmental e.pti,,,,.�es such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. (n r0+ (D O G Signature of Owner/Agent. & Date Signa t.Trr-e—of— on ractor & ate a Type or Print Owner/Agent Name Type or Pri'at Contractor's ame^• r7 x Pi Signature of. Notary & Date Signature off Notary & Date ( Official Seal) w'��'S"vial Seal) + ^" """"'•,°c''<: Notary Pohlic, State of Florida 1 CINDY L. JORDAN a 0 � ", r P�9y Comm. Ex,i. May 31 1998 � Conan. No. CC 37NUO b U a 3 O � x Q CO 4-4 z a � M > �: O S� O td ul N o N > z a H Application Approv d BY: Date: d/ 6 � FEES: Building �%. Rado Police Open Space Road Impact Application PERMIT PERMIT VALIDATION: CHECK CASH DATE `�p ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (Co. ADMIN) n rt (D **** THIS APPLICATION USED F'OR WORK VALUED. �2500.00 OR MORE I I - _. 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I ^ i -� —1 . i I � t I 1 1 .. ._-1-*_1.­-*�1._-- I'--- .... , I HYDRAULIC CALCULATION AREA— - I- i� . . I - '� . .:.- :.:.� .' . I : !; I ; i � 1 f - ..*. :�::-'�.�.`.i . .' . .:. . . - MOST REMOTE d5/1500 - : tt � E �--k 4 � � __ .; - 11 � 1. .� .,;. . .. ­. .. .� I , . : .4.: --It : , - �/ . i 1w CU ! i I - . . � L_ I i : I C- I _�A"' I i I " 1:1 ;T t ' 9 I I I � I , 11 � . I I SEE CALC FILE, 95253-4 *1= 1 m- ! ;" -=..- : 1--'r MN"Lm I - � . � r1f I I � � :- I i 0 i � t 5 1 " i 4��t � I i I 11 � I . i I : ; Z6 I . I '-, I I '; I (_'� ; ((�) ,I ; (��)4_ 1 , ' I - � ]�i II, I ('�) f *F,,Iw ' IX'! I . - ' I � 11" I il __ _; i if I I I � r, t it. , it - t 0 ' '� t .. , '.' t ... - -, . I 11 RMS I _;� . � .. I � i ? ! � HEAC'EIR . _T_ - . .. �_ - � - � i I 11 _JF i ___� _'��. \ a, AL y . 4' 570 a fnr-E � I .' m! FIRE PROTECTION GENERAL NOTES: I - 3/4' AW-44OR . _/ � -_ - - . I " I RA I ! , I - - ___ __ - ______ - iK � , i t i - I I C, '/'�.� � ....... - 1-f ; 0 � . � . . : / I- I � I �'Z/ jr .J5 i 6 �E� t It . SLEEVE I ' 8�0'/3/9' PLATE "i 4 �;_-�_--i"' 1! 11 - 1. ALL WORK TO BE IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION LL� .1 " I ' � . -, , I ''� , � -. I - - — - - i f 1 �� , t . �1 si -f 1 �' F - -_ 1­1[­ - ��'�' , IF ( I'l- . I CU t � . . . 1. � � .� I � Z I - :1 - � � = � = � . i � !; � I g- � I I i ill I L I .� � 1; I il � '__� � i �'j � � = I I . - I- ? _. P � , t � 1. I � I � m I -1 � - � '97 N , 11 el __/=s' I %.. . � � . 1$ � $ � t iE �� F, ASSOICIATION MPA 13) AND ALL APPLICA3LE STANDARDS,, , i- . - - I F W­�_a ' I R i 11 . ��)_ - — - — - � , - I.F. I 11 11 11 L, �� - I t � \Z' - - a 6UpF`L1r (4) W' ANC-POR 3OLTS -9 �w' f! i Z: ; .�-f 1 aw; I ,'I - � t ­ ; .1. :�_ . . ' .. ... I t I I . . - . - W_�__ -_ � LS; s � . . - ' 11 civil. _10-71C I � ! 2, ALL SPRINKLER HEADS LOCATED IN CEILINGS ARE LAYED OUT IN ACCORDANCE ' I ' ' � . - I , ff -if ['j i I =x1c i . ; , - I 1 NOT= SIAMSE FIRS DEf'T. C,,�ECTICN � i ,a � n ' 7 -_Iw: I I- 2 . WITH THE REFLECTED CEILING PLAN SHEET A-18 DATED 6-1-95 OF THE � i t :i il ill C10 1 1 1 1 � r — - .. . ­4.... - � �1 r., I it It � i � t I LOCATED CN WJN STF,=AM 5M OF L _;w I � I I ­_V�_­­ . ' I ­ I I OF PLANS, " - I � . � 1> , Z:i L 0 1 ' i � I' 11 I = ' ' .. '� CU � 1 i J 99 5AC1Q:L0W FSEYEWOR LOCATED ON I TQ%-ri I � I I ; .- I � . - " I - �' t i-I 11 - I . . - . ' - ao� I � .fir t � . . ; ziii . &HEET I - SME PLAN I . I _'_ ..... L' � I - I � 11 f- I i r__Ni!? i � t .. Y - ;�� 2 I -1 O.- , t R , � - _1" . I . - i '4 1�1 I , -, F� id � :I t 15h 1 :1 I � I � . � i, ­ I ! � I ­44 I I � e--, � " , I f4'11 , I - I 1� _­ , '� F � � 3, ALL MATERIALS AND EQUIPMENT TO BE UL APPROVED WHERE APPLICABLE, . 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L. 5, SPRINKLER HEADS TO B O W CAL SPRINKLER � -2 1. � I t I t L_(� - I t" - , � � It i I . =1 -, I I - 0 1 � �, I I " I I i- ' - �v .' "', ' I - . II I -�� , t " r'_ , i­ �_ i i _�_' I t - � (: ( I L.- � I I i � � __ � . Ill I zr_� _! - --- t i T_ � %N 1­ 1. '� I i I ITI 1 I 1i __:_ i I —%:-- _� ' i i I I I I I 11- I - rf I Ll� I I 71 � I I I I I . � ti 9 91 ,it I cu 11 - .. . . � [��! , , ! it I I ; . — . L - - ___ ­1.4�'­ -11 - — - __ - . ��i 11 i ; ; i _!:� =i j L' 1� ; HEAD LOCATION DETAIL IN PUBLIC AREAS ONLY, � I 1 1 . I '�' � -1 I - , '.. i .1 � I rILT.6- � . I I I - ! , I . 11 - I 'F . _1�1 ��i '__. .-T, _4� 11 1%T � " , � I -.1-Z T I fL - m , I I - , - ; if , I " - � � ' , , - - . I '� i XZ11' � - � i. ; 1;7-10i �i I - - '' ' i , � (: )_ - — - 1-1 i � � R_f� ;;; - ,I � . -1- . I ;_ I I i ." : .. 6, SPRINKLERS IN ELECTRICAL AND TELEPIADNE ROOMS SHWLL BE PROTECTED BY '.1 I i I � � I 1 Z ; t - I ' i ' I 11- I i 9 � - t 11� ; Eff I I "��_ - — I � . I I - 11, i ;9� It C� �66 . I [ _4 - ' I I - S 3; ; � � � . ' - � I , , � . X_ i I I , ­1 I � '-_J-'� i i p it 1711 ' . HEAD GUARD& - - L-L A !! --- I =d I N I . - t ' ; � I I il;�' --;- t � t I __ ' ' 1�1' -_ � - I I i T I I -I � it I � � . I I I � � I � !' I 1 H f J* P1 . i I - � i F U�_" I � . . i ?, I N i 11 I I . � I : I I I — 9i � I - ! t ' 1- 1 5 X � I . I i I ir� t I .. I � - I ' I � . � I I . - , ��' !�' �� � I ; - li �i � . j- gi�;_ , . - I , � , I , _� - , ; '! I i i I � � � t 't � I .1 i 1___1 I` - _�_f I ! / , ') ­6' I �_jF .7 . ....... . ...... §_ 1 6 - � I . , � t h��77�__ - 1 CAL EQUIPMENT AND TE � �_, ....... -1 �.+ .1i". - i- . I I . f ill i 7. SPRINKLERS IN ELECTRI R 1 2.4 ;�� , __ -A - ; � I � � 4 �g . . " � I - - - , ; f" � ;i I - I 11, - - o 5! 1 it , i � . . � ' I 1Z - - � - ;1 7 ­ it , I It - - rgog.f . - m Z � .1 c I � I " .- L 1� 1b;. . �___ . 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I I I I I ____ , 'I � i . , 1 _17- T;-,"" I ! I '� F_ I - ;1 i " i- 'ET ­11 114 � 11 - .1 �" I . 5'-'O' OUTSIDE BUILDING, . I � � ! ��. k I � I - , : . 4.7.1 I I � I 11 .1 � I . , I! -4- � � I - I � .- 1 -7, , i , . " ­­ - W- i j I I � I i � . L I - I F� zi 11 � � .. .... . - 9 I I - t ­11U I . I � 1. ; it 11 ; � ftpN. . � � _ I 1 " ".�" I i i I i , 9, SEE FIRE PROTECTION SITE PLAN FIR CONTINUATION OF FIRE SERVICE WATER - I 'mm - -117 � � I ­ , -- i 11 ? _"�� I I � - , , _�" � m i � � - � A, p � " , � , I - � , ! I ; 11 /--, �' - , I "?, - 1 . . lil�_ ' . � 1 1 H__ �, I = � .;. , I I BACKFLOW PREVENTION DEVICE, (DOUBLE CHECK DETECTOR ASSEMBLY) , - � , . I - � . I tz 5 � I � - 't . I "� I I - i � � ';' ...... U' , ! � c�k , , : - S��JQ ; , I � � � � - F ! � '�_­ If--P '7. 1 ­.. I I � - - � i ! , ;7 1 ��_' I _u-! - __ I , H � T I I ROUP I DESIGN DENSITY SHALL BE 15/1500 sqSt. AND I - 7 t I I , I - I I !L i � I i 7;� F � � �. '�� I A= �__�_ - - . . 4 _F - — . . 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I . - I � I � (:�' I I I t I I I . .i � . . I . � I I , ?6 i I I i f '� '. I � , - - ALL DROPS TO BE 1 x D-5t v/1 x � P.C. UNJI. (5D . - I . ,:w t i " I - I , I � I . I - I � � I - . � I - + ,� 11 . I ALL DROPS TO BE I x 0-5� W/1 x � RZ, UNLO. (91) . I � .. F - . � � :�' I . - . . __ k � i � � . � I ' ' ' I I I ! I I � I I I t t .� I , - � I � I I i -1 � I - I I . I I . I - . - OOR FIRE PROTECTION I I - I �t � I 11 I I � - I -PARTIAL SECOND FLOOR FIRE PROTECTION I . � I _� � - i . I I - : , 3 . . . I - � I I " �po ! t � � I I I I - I I r - I V) I I - - I � � I I , . !V i:�6 . � � I . I � 1 9 f � . I � I I i ; � I F i � . I I KEY PLAN I � - I . I � I - I - - � � 1 9 1 � 1O'-' ; t - � I � � M?06��� 1 1 i i I - � I . . . ? I ; � i - . I I i � I N.T,S, I I � - ''. I � + I ',- . � I I . . I I F L... 1 1 1. . I � . I SCALE 1/8'=I'-D' + . I I . � I � I � - � . i - � I I SCALI E 1/8'=Y-0' � - : \� - I . - I I - � . - - . r � I I . - � I I � i � � . � � . - I I I t - - I � I � I . � I I � I � I I . . : . i I . . � . 1 4 - WATER SUPPLY � ABBREVIATIONS - MATERIALS � . I DESIGN CRITERIA � -F-4. — H`YDRAULICALLY DESIGNED SYSTEM 7 � I - � � I T - I IYPES OF SPRINKLERS . � FLOW TEST . FIRE PUMP t = CENTERLINE SIZE LOCATION Typc- " ,� SYSTEM NO- I I I I , I - I LOCA'nON -. , 2ND FLOOR I SYMBOLS - - QUAN. ORIF. I TEMP. MAKE & MODEL TYPE F � FINISH I ESC. DATE OF TEST: 1/18/95 RATED CAPACITY. N/A ' F = ELEVATION I" - 1w BRANCH LINES SCH.4D . HAZARD + ORDINARY I I . - I I NO. OF SPRINKLERS,, - - - 15 - . I I 041 � : 148 1/2- 155- RELIABLE MOD. F1 SSP - CHROME RECESSED TIME OF TEST- - T RAIED PRESSURE: N/A TOS = TOP OF STEEL 21,,�" - 6" CROSS MAINS & RISERS I SCH_ 10 SPACING � �_ 130 --- — I ' - I . - . DENSITY � .15 0 4 1 � /2" 212* RELIABLE MOD- F1 SSU - - -BRASS - - - N/A_ . - STATIC PRESSURE: 56psl_ PUMP TYPE: N/A G = GROOVED PIPE END 1" - 1��" . BRANCH LINES CASTIRON K FACTOR , 5.52 I t 1 .� � - � � - __ - - DESIGN AREA � 1500 . � � I . I � . i I � RESIDUAL PRESSURE: 36psi _ I WELL PUMP I T = THREADED PIPE END 2�i" - 6" CROSS MAINS &RISERS RRELOCK- � INSIDEHOSE 100 I � I � . I . � I GPM DISCHARGE i i I � 548.52 1 � � . � I . I I I [ GALLONS FLOWING: IMDgpn GPM AVAILABLE: . N/A ' F = FLANGED PIPE END - � I OUTSIDE HOSE � - 1 15c � � I : - - RESIDUAL PSI AT ­ . CITY COIN114 LAI I IWN I I" 45.26 i 1 I I I I � . . . I . 1 TESTED BY: SANFORD PSI AVAILABLE: . N/A ­ - C-C = CENTER TO CENTER I I __ - - I �iiiii - C - �:iiiiiiiiiiiiiii + - I RACK GPM I ____ - o 2490NIMM . - mlmmtmmprmcm� I - I - I I � E i 1 j 1 I 152 1HEADS1 THIS 0 I — I ..�. I --- __� 2commammsm � 6'. 1 , , ". 1. mj'�'pjj='_- � - ___ , - I � � . -AH I UkL ALUM 4 - FIRE: PRO I Eu I KIN PLAN I � I I . . . I ; . � � . KEY PLAN . NO. I DATE . . REVISION DESCRIPTION' . By . I � � . � Z '­_ r�' - . � I - PROJECT NAME I � r I I � I �AIAU7 0 g 0 prb RF& I � I ; . I r 0 0 19U U t-N - � - __ __ Fire tums us on . I � - - �- . . r. � . . . I . . too 00 ��:>prhk�(Smq oma .INTL DEPARTUREE, BLDW � � . � - r � . - . � - .. . . r � CENTRAL FLORIDA REGIONAL AIRPORT - i . . - Oriando, Florida [3 T' a, Florida - [3 Fort Lauderdale, Florida . . - ___ SANFORD, FLORIDA I 11 r �. r . . - r 407) a31-3414 Office �81 ' 3� 623-2333 Office 305) 950-0033 Office . I "I - I � � .� I I . � . I 1 Mi) a3l-5740 Fox 813 620-0333 Fox R05) 960-1650 Fax . I � � I � __ I 1. �_ .� � � . . DRAVN BY: Wayne D. Paycer DATE: August 31, 1995 1 1 - . - I I- r - � - � I . I . . I . . � - I - . I � - 11 JacksonytIle, Florida ED INITOMT, Florida Ior; - I - ' - 904) 262-6107 Office �305) 525-DOD4 Office 13 Melboume, F .dc SPIRKS. .ON JOB: 151 1 SCALE: 1/8* = I'-O' I . � - 407) 725--5794 Office . - � � � . I - I _ � r r r . - � r I - . . I � - - 1 M4) 268-7268 1 Fax '505) 52S-2234 Fox �Q7) 72.5-8794 Fox I � I APPROVALS: Loccl Authorities I . I . � . . � . . � . I I � r I I � I . . ' I I I � ­ . - . � -1 - I CUSTOMER PROJECT NO. I FILE NO. 95253-4 ' � COFNTRACT NO. 95253 1 SHEET NO. 7 OF I . CITY OF SANFORD, FLORIDA I APPLICATION FOR BUILDING PERMIT 10 O -P U 0 �1 a C4 0 PERMIT ADDRESS / Rcd (Ve- elaod A h1ol, Total Contract Price of Job 0/ 3�01(-o " 0 , Describe Work '�V's Type of. Construction _ Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS CITY TITLE HOLDER (IFOTHERTHAN OWNER) ADDRESS Gov (\� Lhi� r. /t e,. CITY `. ,n ru( ()Y-rl BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY, MORTGAGE LENDER ADDRESS CITY Number of Dwellings Commercial i i PERMIT NUMBER Total Sq. Ft. ood Prone (YES Zoning Industrial lease attach _print"t from Seminole Count' PHONE NUMBER STATE r'l- ZIP STATE STATE STATE STATE ZIP ZIP ZIP ZIP kn ' �_ ,.ICI CONTRACTOR rtre/ /1�1� Y I./� �l PHONE NUMBER _ ADDRESS o f j ST. LICENSE NUMBER jC �� 19 f CITY l % STATE ^�(.. ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMIT'S NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF' YOU INTEND TO OBTAIN FINANCING, CONSULT WITH i YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF' COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there'may•be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required f.rom'other governmental entities such as water management districts, state agencies,•or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF -THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 0 W O H Signature of. Owner/Agent & Date ignature of- Contractor & Date o �J < • FG Type.or Print Owner/Agent Name Type or Pri y Co tractor's/Name d 0 N 6W6 ro Signature .of Notary & Date Signat r of Notary & Date (Off icial'Seal) v,,NH4104;,ficial Seal,)rt Notary Public, Stato of Florida f ° = MOM': JORDAN f,y Comte E:ia, fd-1 31, 1998 Comm. No. CC .376969 ' �{ Iwo � J/��III NI✓fU4 1�a j ¢ � Application Approved BY: Date:rt ro p FEES: Building CS1,00 Radon Police Fire H en Space Road Impact A cation p10 m � row 0 o PERMIT VALIDATION: CHECK CASH DATE -' H 04 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 0 a) 2 a H ****THISAPPLICATION USED FOR,WORK VALUEll 2500 00 OR MORE -- i ii� 'Imd.. ZONE DATE J ' CONTRACTOR ADDRESS PHONE # LOCATION 2A cA `i OWNER ` i1 cl ADDRESS T PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS (�_) ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT' # O �� _ LOT NO. JOB BLOCK. ECTION: ����v U� COST $S�� SQUARE FEET: FEE $ MODEL: STATE NO. ___ ___ OCCUPANCY CLASS: FEE $ FEE $ FEE $ INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: w STRUCTURAL GENERAL NOTES 800 1. GENERAL 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH STANDARD BUILDING CODE, AS ADOPTED t AND SUPPLEMENTED BY LOCAL REGULATIONS. '� "F-2" "F-1" 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 1.3. DO NOT SCALE DRAWINGS. 1.4. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED \ / IN WRITING BY THE ENGINEER. 1.5. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL � COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE...,., ...,�M WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. E L.W, w x vT E S2 0 2. DESIGN DATA L J 2.1. LIVE LOADS: ROOF 20 PSF FLOOR 100 PSF (CORRIDORS) STAIRS AND PUBLIC AREAS 100 PSF 2.2. WIND VELOCITY 100 MPH, USE FACTOR: 1.0 2.3. ALLOWABLE SOIL PRESSURE 2000 PSF (ASSUMED TO BE VERIFIED) 3. FOUNDATIONS 3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH CLEAN SANDY SOIL. 3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY, ESTABLISHED BY THE "MODIFIED PROCTOR COMPACTION TEST", ASTM D-1557. SOIL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12". 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6-MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 4. CONCRETE AND REINFORCING 4.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-89). 4.2. CAST -IN -PLACE CONCRETE 28-DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: FOUNDATIONS 3000 PSI 4.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: FOUNDATIONS 3" 4.4. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION. 5. STRUCTURAL STEEL 5.1. STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, JUNE 1, 1989. 5.2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: STRUCTURAL STEEL: ASTM A36 OR A50 ANCHOR BOLTS AND MACHINE BOLTS: ASTM A307. PIPE COLUMNS: ASTM A53, GRADE B. HIGH STRENGTH BOLTS: ASTM A325 OR A490 5.3. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 6000 PSI IN SEVEN DAYS. VIBROPRUF #11, BY LAMBERT CORPORATION, OR ACCEPTED SUBSTITUTE. SYMBOLS SECTION CUT: DETAIL BUBBLE: ELEVATION: ELEVATION MARK: NORTH ARROW: \LAB EL.: 100 -0 NORTH �m h "F- 3" s �J F-3 4E v l F.,--..X,l ING Ism REMAIN EXISTG. _ BUILDING •�M 14 FOUNDATION PLAN PLANS REVIEWED SCALE: 1/8" = , -0. - --- NORTH CITY OF SANFORD PROJECT LOCATION_ KEY PLAN No Scale C ISSUE FOR PERMIT ONLY Cm o) i N N I J O U C _ too C a C 0 • ^L^,, �^W ceq Ma N s O Cm .. � .� 0 Ile �o< owZrn o � U-i F N�P,t a � r a O Y �� a O <g� w a �, 0 E n X N a L z 0 \ < U cr �\ \� F cr U O N h O Q CN N u J Q Z m ¢ o 0 0� 0 z � a ,A- J Z Z w _ Q w -� 0 0 Ir Of 0 f O Z z can w V Z C� � rY Q m U O U w a Z 0 ��- c u- L,f, Q U w � 0 0 o Of CL O Q v `` V) W zw Q ~ JO a. Z Z -J o 0 O z w Q �zU Q V F D a 0 D z z 30� 0 0 VJ PROJ NO: AE99-37 CAD FILE: S1 SHEET NO: si No 11" 11" C.L. COL. i O O I C.L. JETWAY 1 1 /2"DIA. x S-0" FULL THRD. ROD. 1 1 /2"DIA. x S-0" FULL THRD. ROD.- CORE DRILL 1'-0" 1'-0" C) I � I C.L-COL._ 0 _I I O O I C.L. JETWAY _ 2 1 /4"DIA. x S-0" FULL THRD. ROD. 2 1 /4"DIA. x S-0" FULL TNRn Pnn - rnRp- nRn I rn rn I N N I O J 0 Z 0 Ui U c ta4 ch 0 c a .� CnU� W cm °0 n N 1( j 8 o Os C N O Q O cnOr Q W QED 0 O Y ,� of� ^ U CO Wag0 , W W a C �Z X a o Q N a 1 12 L �- Z 0 F Q U P F cr U F- O C/ ce N r- O < N N Z rn Q 9Q Z m 0 O0 Z o O QJ o J W Z L U Q Q� 00 OC W J w Q: � �--� 0 W O z 0V) Ll..l Z (io 0 m< U � O Lu v w 0 Z Fr w V) O o � Q � U LLJ wcr— F- 0 0 O Q Ov Z V) Z O O Z In Qcl) Lij (n F: Z Q Z Z Q cr 0 Qpw m O L PROJ NO: AE99-37 CAD FILE: S2 SHEET NO: S2r0 SANFORAD BUILDING c)gp*r, CO THESE PLANS ARE RIMEWYO ANrJ CONDITIONALLY PY ACCEPTED FOR PERMIT, A Pimma 138IJIM SHALL BE CONSTRUED TO WK A LICENSLL-1*0 PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE. C;A[\I(-,',--[- ALTER, OR SE-l' AL;1DE ANY OF THE PROVISIONS OF THE TECHNICAL GOUES, NOR 51-IALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEP,r FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, cofjs*rRU(--'FIQI\l OR OTHER VIOLATIONS OF THE CODES. 0"Ity of Sanford Mod*! 00drig In offoot; Sicmdwd BuIldilig Oddig 1097 od, Standaed PiUffibing Uodd I b07 E)& SkifidEli'd MWhJ1`1lbd1 Uddb 19 -97 ed. National rlacltddW Code 1996 ed. See City Code AMENDMENTS FL. ApqQ,5 sipiliky Qo[)P,S 1097 FL*. e 7 PLANS RVIE CITY OF SANFORD i FINAL INSVEC�'101' REQU'RED' ZONE DATE, CONTRACTOR ` i-�. A1n JC. ADDRESS PHONE # E- lr LOCATIOI OWNER ADDRESS PHONE # , ZPLUMBING CONTRACTOR ADDRESS PHONE # W� ELECTRICAL CONTRACTOR 6a� q6 Au ADDRESS PHONE # j-7LMECHANICAL CONTRACTOR n ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS {_) ARCHITECTURAL APPROVAL SUBDIVISION: PERMIT # ( - i ( rc LOT NO. JOB _I- n (" -t ice, A Cd��f � (�C�(� SECTION: COST $ ££ �� ,,^^ SQUARE FEET: � `- FEE $ L.{ L i!'lTCI . STATE NO. FEE FEE $ // o Lev FEE $ OCCUPANCY CLASS: A �)')n INSPECTIONS TYPE DATE OK REJECT BY FEE /S / / ENERGY SECT. _ F7; �s << CERTIFICATE- OF OCCUPANCY DATE: ISSUED # DATE: FINAL DATE EPI: FEE /S / / ENERGY SECT. _ F7; �s << CERTIFICATE- OF OCCUPANCY DATE: ISSUED # DATE: FINAL DATE EPI: CITY OF'SANFORD, FLORIDA b N +r U 'n O �I w rr~ 0 •r�l O ro a�Q W r-{ ro 44 r, r~ O n o ro u? o O � R� 7, 0., E-H APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS i' , l %' e, (,[ U ,Jj)ePERMIT NUMBER I / Total Contract Price of JobA -60 O-D Total Sq. Ft. Describe Work ,_v I I - Type of Construction Number of Stories Occupancy: Residential Flood Prone (YES) Number of Dwellings Zoning _ Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER Ci I , —d Y J .k i e , PHONE NUMBER ADDRESS CITY STATE ZIP TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY STATE ZIP ADDRESS CITY STATE ZIP ARCHITECT ADDRESS CITY S`1'A`I'E ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTO Soy inrlcrs) TM PHONE NUMBER _ 1 ADDRESS S`1'. LICENSE NUMBER CITY STATE ZIP (� Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. @cnw @ O �c O N Signature of. Owner/Agent & Date Szgrra rr & Date 0 a (e—e€—Eerrt-ra'ctor �i t � H ~ I - N Type or Print Owner/Agent Name Type or Pri t Contractor' Name d x �J O @ ,•fit b Signature of. Notary & Date Signature Vf Notary & Date (Official Seal) (A,V,J;,�4al Seal) Ft ti .,......•.�d� CINDY L. JORDAN f 6 Notary Public 'State of Florida (OD 06iilm, Exp, May 31, 1998 ''?r No; CC 376989 ;:••�,P��?,""'" Coiiim. b 0 Application Appro edd --ax: 'AXZ�Date: /"� 1 FEES: BuildingI`� Radon Police Fire Open Space Road Impact Application —� PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) i **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE IGER #1 i TOP BEAM CLAMP ALL-TFIREAD ROD (LENGTHS VARY) HANGER RING :AD aA Q (�) r — N O7 E S _. ')HALL 6E DO'S jGNM IN ACCURID))tJCE 3 r0A A j_IGI i CIAZARD OCCUPAWCY ►G AREAS Ak)D M ORDINARY GAP I— ) CC 0 PAAXY IN 3ERUICE AREAS Cd>j I iv RtL moo F ssn r p6A) ABBREVIATIONS MATERIALS DESIGN CRITERIA ' HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS DRAWING STATUS NO, DATE REVISI❑N DESCRIPTION BY Rnp WMUMW[nu (� iM't iturps us on�LI Ll�a U_ PROJECT NAME = CENTERLINE c G = GROOVED END SIZE LOCATION TYPE SYSTEM NO, LOCATION SYMBOLS QUAN, SIZE TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY d 2 7 / R����E FOR { r L5 �v�� r ,� Il I��` j'�J� ML1I' A �+-I ►����/ 7 V �/ l�,) (A StjNtFO RD SM F0RD FL.OAIDA , = ELEVATION T =THREADED END HAZARD NO, OF SPRINKLERS SUBMITTAL DRAWING - - - Tampa, Florida ®Orlando, Florida" (81 ) 623-2333 Office � Fort Lauderdale, Florida 407)•831-3414 Office Ce (407) 831 5740 Fax Mam)i6Florda33 Fax (305) 960-1650 Fax ❑RRAWN. Jacksonville, Florida05) 888-3804 Office � � (305) 888-3804 Fax ' � Wesl Palm Beach, Florida (904) 262-6107 office Ej Melbourne, Florida (407) 585-2244 Office (904) 268-7268 Fax (407) 725-8794 Office (407) 585-2490 Fax i (407) 255-9408 Fax TOS w TOP OF STEEL SPACING DENSITY FABRIC: FABRICATION DRAWING IN-W w INSIDE WALL K FACTOR DESIGN AREA OY.�_.G L_.Id...._. DATE:'.. _?_7 __?61::...... _ OUT-W OUTSIDE WALL INSIDE HOSE GPM DISCHARGE i � INSTALLATION DRAWING SPRKS.� ON ,IQB: � E, ��A�_.' TOB =TOP OF BEAM ❑UTSIDE HOSE RESIDUAL PSI AT APPROVALS: L O. CAL A0796leI_TI S AS -BUILT DRAWING C-C = CENTER TO CENTER RACK GPM CUSTOMER PROJECT N0, aLE N CONTRACT NO. �' q'� 0�ET LHEO. N0. _ L__ OF ___ pp�.L -THPE D...ffZ�11(ai , o L L EX15TIN.P 'Nl V) PI P.�. 4� a1b,NED ��2. 1; FG R UCI(I" l�.luU Kk_ ,F, P ,1�.... UE N� i;rY �ECifz,T,ki�..r'lp�'r't>�t•1Grf�` I5irl:�7 �r*L��T I,�I"(!-1 ... Td .0 IN_l. .. ��,L'rHr.�F�ITY ,,.I��YII��.,. �:llr:!"�151>�•C�t N. ._ _Ft r�r~ . WI`TNllJ ........... NT + In w r -_I EAu��11LI'k`X15",112 � 1. I IN AW 1 ; I , I i I : ! { i N 41I �L1 ..,� ...._.,,. ._y ......�L :' Y+.ea. et �.A,M. '�+w• �,.-.. eews .+Y�►I ".:.«./9lMMfi...AAi1l4NIR.:.. :Com. 'bId9C.•_'.'L4.. r .:1.^f`.'vr JI•me1.. tElRS7..NImI.... .. Ftiq.. as:m- All.o.•wnR.. ANapeer,.o�wsw.^'. Twl .wvna.,..wo:rt,:. oi.•.�.:.�qn•.o�.«..,�.�..t..,�,.r...*.w ».,.Y�,., w.y�R,,,_'.WM.MrnW "F�w .,..... .. a... .. ,,p.�. .,ti„ .w •..o..l y.7 �.. .-».. ,..... .�.. .� �. f � �- , � •� ��'Yi.IDr VIA, ,. . ' ... � �� — t _ I 3 - I i i N I \} 411 .. 1 ..,... .. ... El M I e , 11"'I'l r� - (� L ' E 1A • s I n } I : f _ . _. _ _ -- I PIP � �T o I I � i , I � �� 1 �• � { I �� � «. .J...l..��! .w ... .«. .w � r� o,,.. ......, r.. ... ... .W.. rwwltr' \. i ' I •�\` .-...._ ;'. .1.11' y IA.�4/ 1�j: T 1.__ _ R•... MM• :+++..yT.ewr_._.... I I TV GEN 1 � { ^ls EXI5-I'l NH Ya" I V Fkr L-- , _ MQI), N S�(' , i; r,Nw�E RE�E55� '1�Crr,:r ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS DRAWING STATUS NO, DATE REVISION DESCRIPTION BY 0 (���� �y • ) D I ( U [ r� a Fart turns us on S�U I MOWS �LI U�o U`" g PROJECT NAME' = CENTERLINE r ELEVATION G = GROOVED END _ T = THREADED END SIZE 1--2 ,,, LOCATION �--- . �,? iJ �,,j,7 TYPE 5 jh .q. SYSTEM NO, HAZARD LOCATION NO, OF SPRINKLERS SYMBOLS QUAN, SIZE 1 �� TEMP, s 155 TYPE � FINISH (1kp h� ESC. � R� c GSS 1� DATE TYPE SUBMITTAL, DRAWING REVIEWED BY 0 2-g ipmi% fL I Y -�- �V JE_RRYS CAIMAZIw? A h U� � ��.n C1•,�`l�t'U'•�►t...►�..,, •ice \Ity�-, __.____ _. _:_ ❑ Tampa, Florida Orlando, Florida (813) 623-2333 Office ❑ Fort Lauderdale, Florida (407).831-3414 Office (813) 620 0333 Fax (305) 960 0033 Office (407) 831-5740 Fax ❑ Miami, Florida (306) 960-1650 Fax (305) 888-2402 office Jacksonville, Florida (305) 888-3804 Fax West Palm Beach, Florida ❑ ❑ ..._ (904) 262 6107 office ❑Melbourne, Florida (407) 585 2244 office (9oa> 268-7268 Fax (407) 725-8794 office (401) 585-2490 Fax (407) 255-9408 Fax __ TOS = TOP OF STEEL. SPACING DENSITY . FABRICATION DRAWING IN—W _ INSIDE WALL K FACTOR DESIGN AREA DRAWN BY. �S-�;�,., Y� DATE: �. OUT-W = OUTSIDE WALL INSIDE HOSE GPM DISCHARGE INSTALLATION DRAWING SIPRKS. ON JOB: SCALE: �y. �I TOB = TOP OF BEAM OUTSIDE HOSE RESIDUAL PSI AT ppPROVAL$: p I } .� ,rp AS -BUILT DRAWING C-C - CENTER TO CENTER RACK GPM CUSTOMER PROJECT N0. FILE No. CONTRACT N0, 27q �� - SHEET N0. ' QF _ P. Ll SUBDIVISION: _ ZONE DATE CONTRACTOR � :) �! PERMIT I # � 2 "~ l l f LOT NO. ( ' ADDRESS PHONE # LOCATION OWNER ADDRESS PHONE # -L-2 L/ - /b PLUMBING CONTRACTOR ADDRESS JOB 1 C�YY) /Yl>� // SECTION: COST $ FEE $ STATE NO. 0-D C-� 60 (c-i �, U"1�l FEE $ , PHONE # l� ELECTRICAL CONTRACTOR �( < - r -- � FEE $ - 7� 7 S r� ADDRESS PHONE # c_ ( MECHANICAL CONTRACTOR ` T/A' ,lgc , ADDRESS PHONE# MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (�_) FINISHED FLOOR ELEVATION REQUIREMENTS () ARCHITECTURAL APPROVAL DATE: FEE $ SQUARE FEET: -� MODEL: OCCUPANCY CLASS: (?-oT)/nl INSPECTIONS l TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: EPi: �J SIC" p-ff tit CITY OF SANFORD, FLORIDA PERMIT NO 1,(2 " 13.1 s DATE-5— I 9 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME;r �rnc+! etc ri ADDRESS OF ) B- PLUMBING CONTR. �%c��%—r Res.. Subject to rules and regulations of Sanford plumbing code. Residential: I Number Amount Alteration, Addition, Repair I I _ _ New Residential: _ One Water Closet Additional Water Closet JCommercial: Fixtures. Floor Drain, Trap _ _ CJ Sewer r ., Water Pipinq� — Gas.Pip�tn�`` JFactory-built housing Mobile Home Application Fee _ Unim„m rnmmarcial Permit: S25_oo Total `mac, oZ Ad A Sn� Metter �lumbe artto-, �Le7 , : 1 r, , r ' r j.r r e e, 1 x , ti #: •5' 1. 1 >r I :f P l 1 f f b Y d �t , . �., PL •T UMt31NG•S SETS O IOTES LISTED' BELOW.,AP Y . 0 AID.: PL H _ G�NERAL�'PLUM6ING. ; ' - �', , ' •' tL,UDING -ALL DETAI SECTIONS, AND/OR QRAWINQS• ISSUED , THESE'tDRAWINGS'IN AS AAQ NR E `DFAWINCi.S I E A. TQ ..THE&`--. s.:',THE$E'XQUMENTS _INCLUDING„THE IDEAS AND DESIGNS,'• I STRUME •_' OF: PRgFESSIONAI,' SERyIC(r S), ARE INCORPORATED HEREII.Ii.,AS.:AN N W,,, " THE',PROPERTY; OF vERRANDO ENGINEERING',AND,LS NOT'T0.. USED IN WHOLE oft,' :,SIN- PART; : FOR ,ANY., OTHER PROJECT WTTFIOUT ; THE WRITTEN `ALFTHORIZATION .OF V,EFRAND( ENGINEERING -Co:; 'InC. ' 3.' .,' ALIT: WORK ,IS.'70 BE ACCOMPLISHED IN .ACCORDANCE<WfTII 'THE FOLLOWING STANDARDS AND SPECIFICATIONS:' SOUTHERN STANDARD'. PLUMBING .,CODE. ' NFOA, FIRE . CODES' } FEDERAI-.:' STATE AND LOCAL, BUILDING CODES NOT COVERED ABOVE. IN ;THE 4EVENT OF, CONFLICTS.' BETWEEN CODE: REQUIREMENTS AND THE CONSTRUCTION, DOCUMENTS; THE MOST. RESTRICTIVE REQUIREMENTS SHALL GOVERN. 4. TIE Pl.UMBINO DRAWINGS' ARE' DIAGRAMMATIC''AND INDICATIVE •OF WORK TO BE .. FURNI$HER AND - INSTALLED.' UNDER THIS, CONTRACT• ' COORDINATION QP ROUGH -IN• DIMENSION%, MOUNTING 'HEIGHTS, AND PIPE ROUTING SHALL BE. ACCOMPLISHED BY THIS -CONTRACTOR DURING. CONSTRUCTION. ALL DIMENSIONAL. REFERENCES SHALL BE - TAKEN FROM dRCHITECTURAL.AND STRUCTURAL DF WINGS AND VERIFIED IN THE FIlrLD W[TH •ALL OTFII -TRADES, 5. THE 'TERMS "PROVIDE' ,AND: ".INSTALL' SHALLBE CONSIDERED SYNONYMOUS WITH FURNISH `AND .INSTAL L' . 6. SHOULD ANY•.QUESTKAS AND/OR DISCREPANCIES ARISE. REGARDING THE CONTRACT DOCUMENTS AND/OR FIELD CONDITIONS , THE GENERAL CONTRACTOR SHALL CONTACT THE:ARCHITECT FOR PROPER, INTERPRETATION AND/OR CLARIFICATION PRIOR TO THE COMMENCEMEN/ OF ANY WORK.. IN•THE:•A13SENCE OF, SUCH REQUEST AND/OR AUTHORIZATION FROM THE ARCHITECT, THE, GENERAL CONTRACTOR WILL BE PROCEEDING AT HIS OWN RISK, 7 7. ALL WORK SHALL BE INSTALLED IN A WORKMANLIKE MANNER BY EXPERIENCED CONTpACTQRS SHAM MAINTAIN A CL TRADEStyIEN., EAN'-WORK PREMISE AT ALL TIMES ;AND SHALL ,CI:fM CONSTRUCTION SITE OF ALL HIS DEBRIS AT JOB COMPLETION: AND BEFORE FINAL PAYMENT I$ -MADE# ' 8 UNLESS 'OTHERWISE 140TED, ALL WATER PIPING SHALL BE RUN ABOVE THE CEILING WITH' OFFSETS. AS REQUIRED TO .MISS OBSTACLES. 9. WATER HAMMER ARRESTERS SHALL BE INSTALLED IN ACCORDANCE WITH POI-WH2O1 AS ,MANUFACTURED. Y WADE, AIR CHAMBERS WILL NOT BE ANACCEPTABLE REQUIREMENT.' SIZE SHALL BE PER THE MANUFACTURER'S SUBSTITUTE FOR TH , •A,. RECOMMENDATIONS ALp NOT LESS THAN • UNLESS NOTED OTHERWISE. 10, ALL, HOSE: BIBS ANd FAUCETS WITH THREADED HOSE CONNECTIONS SHALL HAVE VACUVM :BREAKERS. 11 UTILIT CONNECTION? AND EXISTING PIPE LOCATIONS INDICATED ON THE PLANS ARE THE BEST INFOfdATION AVAILABLE TO THE DESIGNERS -AND 'ARE TO BE, USED AS A DESCRIPTION r�`�(�STTIH GSCOPE P PES SHALL BE OFIIELD VERIFIED BYaNS T E OF UTIIJTY CONNECTIONS: AND r 0 BID, 'AND `ALL COSTS REQUIRED TO MAKE APPROPRIATE CONTRACTOR. PRIOR , ODIFICATIONS SHAM BE INCLUDED IN THIS CONTRACT, CONNECTIONS 'MD 12 '' 'FURNISH.'ONE ,WKFD-UPSET. OF:"PLUMBING AS BUILTS" TO THE CONTRACTOR SHOWING THE LOCATION .OF CLFANQUTS, SHUT—OFF V/1LVE8 WTIH DIMENSIONAL LOCATION :OF :ALL EXTERIOR UTILITIES. ' r •i 1 13. ALLPIPING INVERTS ARE TO BE ESTABLISHED AFTER FINISHED FLOOR ELEVATION AND .UTILITY SEWER INVERTS ARE DETERMINED. 14, . INTERIOR AND EXTERIOR WASTE•AND VENT PIPING MAY BE .SCHEDULE 40, PVC DRAIN; WASTE, VENT (DWV) PIPING, ASTM D-2665. ALL FITTINGS SHALL BE SOLVENT JOINT TYPE PER THE SPECIFICATIONS. 15.. 501L AND WASTE PIPING SHALL BE TESTED AND PROVEN TIGHT BY A WATER TEST OF THE SYSTEM WITH NOT LESS THAN. 10'-0" HYDROSTATIC HEAD, FOR A PERIOD OF NOT LESS. THAN 48 HOURS. 16: WATER PIPING ABOVE GRADE SHALL BE HARD DRAWN, TYPE "L" COPPER TUBING WITH' WROUGHT FLTTIiIGS. PER -THE SPECIFICATIONS. 17. WATER PIPING SFIALI BE TESTED AND PROVIDED TIGHT UNDER A HYDROSTATIC LESS THAN 150 PSIG FOR A PERIOD NOT LESS THAN 48 , •i !t Y r , f t PLUMBING,,:, FX T'U is R. � �H P1 '. !HANDICAP,, WATER' CLOSET, -';FLUSH: VALVE FLOOR MOUNTED TYPE:. UNIVERSAL- > _I-RUNDLE' U--R 4375 ATLAS' 1,5 GPF, "VITREOUS: CHINA;, WATER SAVER TOILET, MOUNTED; 17' ' HIGH, COLOR ,. WHITE. J: OP FRONT T-; -0. r-. 4 ITE. SEAT: '' CENTOCO 'MODEL,, 5.00 -SER ES, EN N . SEA ,G.OI- R, H r' FLUSH VALVE: 'ZURN MODEL 60:0A, SERIES..:TQ\; MATCH, .1' ..:IPS SUPPLY,: CHROME: P2 :' WATER , CLOSET 'FLUSH VALVE FLOOR: -MOUNTED. TYPE. UNIVERSAL—RUNDLE U_-R 4365 ATLAS 1,.5 "OPF, .VITREOUS .CHINA WATER. SAVER TOILET,' COLOR _-' .WHITE. S T: - CENTOCO MODEL'': 00 , SERI S OPEN FRONT SEAT, COLOR -- WHITE. FLUSH VALVE, ',. ZURN MODEL 6000 SERIES TO MATCH, 1" IPS SUPPLY, CHROME p3 ********NOT USED********NOT USED********NOT, U.SEDt*W*****NOT**t**** P4 • HANDICAP LAVATORY - WALL HUNG. UNIVERSAL- RUNDLE .MODEL; No:, U.-R 4642, CLAYTON VITREOUS CHINA, FOR CONCEALED ARM CARRIER, e CENTERS,.'WHITE. . FAUCETS SYMMONS MODEL No:' 5-60-H, a CENTER, SLOW -CLOSING OMNI TEMPERATURE METERING FAUCET, 3/8" O.D.INLETS, BLADE- HANDLES, CHROME. GRID DRAIN: McGUIRE MODEL No: 155WC, 1-1 /4" OFF -SET TAIL PIECE., . STOPS: 3/8" SOLID BRASS 'CHROME PLATED STOPS. P-TRAP: 1-1/4" CAST BRASS (17 GAUGE), CHROME - PLATED P-TRAP. CONCEALED ARM -CARRIER: ZURN MODEL No: Z-1231 OR Z-1231-D FOR BACK -TO - 'BACK INSTALLATIONS, INSULATE HOT AND COLD WATER SUPPLY LINES -AND WASTE CONNECTION WITH TRAP WRAP KIT.500R, OR WGUIRE EQUAL. r. ******«*NOT USED***i****NOT: USED********NOT USED********NOT USED******* - ********NOT USED*** ****NOT USED********NOT USED********NOT USED***a*** ********NOT USED*** ****NOT USED****,**** NOT USED********NOT USED******* ********NOT USED*** i****NOT USED********NOT USED********NOT USED******* SINGLE COMPARTMENT SINK -- 25"x22"x7-1/2": ELKAY No: PSR-2522, 20 GAUGE, P5 P6 P7 ; P8 P9 302 SST, SELF RIMMING TYPE, 3 HOLES ON 4" CTRS, 3-1/2" DRAIN OPENING. FAUCET: CHICAGO FAI.)CETS No. 1989, 8" CENTERS, 9-1/Y SPOUT, 1/2" NIPS INLETS, WITH HOT APo COLD WATER CONNECTIONS, STRAINER: ELKAY MODEL: LK-35, 3-1/2" DRAIN, 1-1/2" TAILPIECE: STOPS: 3/8"SOLID GRASS (17 GAUGE), CHROME PLATED, SHOWER 36x36 SINGLE THRESHOLD, FIBERGLASS SELF—CONTAINED, COLOR AND P10 STYLE PER OWNER'S APPROVAL SHOWER SET: CHICACTp FAUCETS No. 1762, PRESSURE BALANCING SHOWER VALVE, 620 FLOW CONTROL BEAD AND 239 HANDLE, 1/2" HOT AND COLD WATER CONN. FLOOR DRAIN, 6" ROUND STRAINER: ZURN No. Z-415—P-1/2", D.C.C.i. BODY ASSEMBLY, POLISHED BRONZE TOP, 1/2" TRAP PRIMER CONNECTION ,WITH CASE IRON DEEP SEAL TRAP ZURN MODEL No: Z-100. PIPE SIZE AS LISTED ON PLAN. EMERGENCY EYE -WASH -SHOWER: BRADLEY No: S19-310F, STAINLESS STEEL SHOWER P11 HEAD AND BOWL, 1(f DIA SST SHOWER HEAD, 1" IPS SHOWER VALVE, 1 /2" EYE WASH VALVE, 1-1 /4" GALVANIZED STEEL PIPE COATED YELLOW, 1-1/4" WATER SUPPLY CONNECTION, 1-1/4" DRAIN CONNECTION. EWH ELECTRIC WATER HEATER - 50 GAL: RHEEM MODEL No: EGS 9-50-G, POINT -OF - USE TYPE, 3-3000 WATT HEATER ELEMENTS, WIRED FOR NON -SIMULTANEOUS OPERATION, 480 VOLT SINGLE PHASE, WITH THERMOSTATIC CONTROL SET FOR 120 DEGREE OUTLET TEMPERATURE. CO CLEAN OUT: ZURN MODEL No: Z-1440 SERIES, CAST IRON BODY, PROVIDE PIPE SIZES AS LISTED ON PLAN. wco WALL CLEAN OUT: ZURN MODEL No: Z-1446-Z-A, CAST IRON TEE, ROUND STAINLESS STEEL COVER AND RAISED HEAD PLUG. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS PRESSURE OF NOT _ HQURS�, P _ 2 Plumbing ®®tail 18.'. ALL , SOLDERED COOM PRESSURE CONNECTIONS SHALL 8E MADE USING 100 PERCENT LEAD:FRElx SOLDER, SUCH AS "STAY —SAFE BIDGF BY J.W. HARRIS. Co. 19. DIELECTRIC UNIONS SHALL BE INSTALLED AT ALL CONNECTIONS OF DISSIMILAR METAL . 20. ALL HOT'..WATER PIPIh G SHALL BE INSULATED WITH A MINIMUM OF 3/4 INCH , V 4 ?;w THICK ARMAFLEXr 1� 21. ' PIPING SHALL' BE .DISINFECTED IN ACCORDANCE WITH ALL POTABLE NATET? ::, I SECTION 1207.OF 'THE STANDARD PLUMBWO CODE. Y� , X X IF x _ X : -- X X X X IF 22. I CLEANOUTS AS SHOWN ON PLANS. ' CLEANOUTS IN FINISHED ,FURNISH AND INSTALL 'OF \ / x x \ / X \ / x \ / x X x '. 23. FLOORS SHALL HAVE A SQUARE ACCESS; COVER AND FRAME BRONZE. ALL. WATER,, CONNECTIONS SHALL, BE PROVIDED WITH AN INDIVIDUAL SHUT-OFF x XX V J XX L XX � XX � Vq,*% AS THE FIXTURE OR EQUIPMENT CONNECTION. X X X SAME SIZE X X _ 24. .ALL FIXTURE TRIM SHALL BE CHROME PLATED, AND WHERE PIPING FAUCETS, ETC., PROTRUDE THROUGH THE WALLS, FLOORS, . OR FIXTURE, SLABS, CHROME PLATED CAST BRASS ESCUTCHEONS SHALL BE INSTALLED. ALL WATER x x CONNECTIONS TO FIXTURES SHALL BE PROVIDED WITH STOPS. 25. ALL DESIGNATED HANDICAP ACCESSIBLE LAVATORIES SHALL BE INSTALLED PER X f THE REQUIREMENTS OF ANSI A117.1, AND SHALL BE PROVIDED WITH A I COSMETICALLY APPEALING AND DURABLE INSULATION SYSTEM FOR THE P—TRAP, HOT AND COLD WATER CONNECTLON5# PROVIDE TRUEBRO, MODEL No: 102, BROCAR x X X PRODUCTS INC., KIT 500R, OR AN APPROVED EQUAL.. OFFICE COFFMOR STORAGE I 8T I STORAGE� STORAGE STORAGE ® 1i8 Lew i X ti8 x ® m x x. .1 T • 4 I - CONDENSING UNIT AS SPECIFIED, COORDINATE LOCATION: WITH OWNER AND RELOCATE AS 1 .6x 14 REQUIRED.- 'ENSURE THAT UNIT 15 SECURELY FASTENED TO APRON TO ENSURE THAT IT IS NOT DISLOCATED BY JET -BLAST. ACUl F Ir.- - •LI. II II ,I II I i I I II II 'I' II II I� I,'I II � I I I I, 0 L J: j J OFFICE F X60 r r - 350 I r 300 fNy HA\ 1 1 Ox8 !o 7 640 14xlO DROP 0 16X14 14xl2 541y'"111111 04,1 dpm P.1,17FUSER. '�­REGISTE,135.: .7 k �.�.GKLL •�',-,SCH ,Mk.'. LOCATION FUNCTIO.N 7 "u4cTuRER, SERIES., NOT •."MODEL ,:VACE NECK MAX, NO A CEILING SUPPLY 24x24, ON PLAN '25 .,',MUALAJRt,,: -�609AS-6' I BCEILNG SUPPLY �449X4 25. MUM E, C CEILING SUPPLY 2444 . 12x12 25 METALAIRE'. 6066-6 1,2,3: D' CEJUf4G RETURN- 24x24 22x'22 2 1 5 MET"13E RHE-TB 'I E,; .CEILING RETURN 12x8 1 Ox6 26 METALAIRE, RHE 1,3 G. REFER TO HVAG PLAN(S) FOR AIR, PATTERN.'CONNECTIOM, SIZE AND. CFM �- REFER TO'ARCHITECTURAL PLANS FOR CEILING TYPEAND. FINISH NOTES: 4 7 1; WITH FACTORY STANDARD WHITE FINSH 5. 2. WITH SQUARE TO -ROUND ADAPTOR FOR DUCTSIZE ON PLAN 3. WITH'01). DAMPER 7 7, F, SYSTEM HVAC UNIT', SCHEDULE ol 990': 777r'; _ACU2 ACU� -ACL14 ACL15.1 MANUACTQER 77 i;W TRANS Z TrAO3'6C4OoA T BC400A TAQ.4 TYPE.. 'STkAJGH•T DX STRAJGHT.'DX' N 0 TlE.$_ ----- -- . 'COMPRE$SORS.,i.,,, CAPACITY STEPS x i Do 0-100 ELECTkICAL: VOLTS/PH/Hz; 400/3/60 460/3/60 DEMAND', kW 4.65 6.64 MCA AMPS., 7 10 BKR/FUSE •AMPS. .20/15 20/15 j PHYSICAL DIM HX)4L 25x3Ox27 33X30x27 WEIGHT LOS, 181 200 INSIDE UNIT. mul AHU2 AHU3 AHU4 AHU!5 I NO. TWE036'C140A TWE048CI40A -MODEL FAN: AIRFLOW QFM 1100 1400 SP.,-',-.IN', Wcj 0.59 0.58 _E.XT HP 1/2 1/2 -MOTOR SPEED HIGH HIGH FRESH AJR'•.._ CFM 1.60 300 FILTER: TYPE DISPOSABLE DISPOSABLE AJR PD In: Wg 0.10. o.10 EVAP. COIL:, EAT (db/vib) F -7.8-0/64.8 79.4/66.0 SEN LOAD- MBH 23.07 32.99 TOT LOAD MBH .29.16 44.16 CAP. 0 ARI MBH 4.60 48.00 EER / SEER 9.30/10.35 9.00/10.05 LOAD MBH 12.99 18.02 -HEAT HEAT CAP. MBH 19.66 24-57 C.O.P. / H.S.P.F. 1,00/NA 1.00/NA ELECTRICAL.* 208/1/60 208/1/60 -VOLTS/PH/HZ HEAT I KW 5.76 7.20 -SUP HTR. MODEL NO. 8AY96x1408 BAY96x1410A CONNECTION TYPE SINGLE. PT SINGLE PT KW 6.50 8.15 -DEMAND MCA AMPS, 39 49 BKR AMPS. 40' 50 PHYSICAL: DIM. HxWxL 45x24x24 WEIGHT. LBS, 145 =53x26x24 150 150 NOTES: 1. WITH STANDARD T-STAY j aS Vo two" Qj LLL per Qj Z; LL X. x x x 11 x x x x r CRI so- x x x x x x x x x x x x x xx x -:01_ L x x JJ ll__ x L x C-L STORAGE T STORAGE STORAGE STORAGE I IN\ 'o COR 1 E: Et-14 j x F to x xr - - - - - - - - 110 <31`�,`,,: w 14 xx ------ x -------- 150 Q) x (D x (D 14 r IV,, I x I I i 290 290 OFFICE z x x 500 W ao x > ------ II c :0 :go J x x x L L -------- J icro i To 12x10 CONDENSING UNIT AS SPECIFIED, COORDINATE Iw LOCATION WITH OWNER AND RELOCATE AS REQUIRED. ENSURE THAT UNIT IS SECURELY - - - - - - - FASTENED TO APRON TO ENSURE THAT IT IS • r I r - - - - - - r----'-'-, r------- r - - - - - - - I I I NOT DISLOCATED BY JET -BLAST. lo �o COFFIM 1:0 1 50 L - - - - - - - L - - - - - - L - - - - - - L - - - - - - L - - - - - - - Cofr" r - - - - - - - - L - - - - - - - - - - - - ---J L - - - - - - - F L - - - - _-,-J 150 L - - - - - - - F102 150 8"o 18xl4 0 Q :Z 0 L r7 I J1 IL ------ J t. o 1 4xl 0 1 1 Y'o ND/ r - - - - - - - - - - - - - r - - - - - - - 600 r - - - - - - - ACU2 z TOL c) . ........... r��r�RectricalNotes' ` 1, GENERAL ELECTRICAL NOTES LISTED BELOW APPLY TO ALL ELECTRICAL SHEETS OF THE DRAWINGS, INCLUDING ALL DETAILS, SECTIONS, AND/OR DRAWINGS ISSUED .. AS ADDENDA TO THESE DRAWINGS. ' 2. REUSE OF DOCUMENTS: THESE -DOCUMENTS, INCLUDING THE IDEAS AND DESIGNS' INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE(S), ARE THE PROPERTY OF VERRANDO ENGINEERING AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF VERRANDO ENGINEERING Co., Inc. " 3. WIRING AND BRANCH CIRCUITS. ARE TO BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE (N.E.C.), LOCAL CODES, SPECIFICATIONS, AND THE FOLLOWING DESIGN CRITERIA: 0. ABOVE GRADE WIRING TO BE INSTALLED IN METALLIC CONDUIT, EXCEPT WHERE NOTED OTHERWISE. b. PVC CONDUIT MAY BE USED BELOW GRADE, WITH RIGID METAL SWEEP RADIUS ELBOWS AT ALL 90' BENDS (2" CONDUIT AND LARGER). C. CONDUIT EXPOSED TO WEATHER SHALL BE GALVANIZED HEAVY WALL STEEL CONDUIT. d. BRANCH CIRCUITS FEEDING INCANDESCENT LIGHTING FIXTURES SHALL BE RUN USING CONDUCTORS RATED AT 75' CENTIGRADE. e. BRANCH CIRCUITS FEEDING LIGHTS OR RECEPTACLES SHALL BE RUN WITH NO LESS THAN 12 AWG CONDUCTORS. f. CONDUCTORS ARE 'TO BE COPPER TYPE THWN, THW OR THHN. 9. N.E.C. REQUIREMENTS FOR CONDUIT FILL AND CONDUCTOR DEBATING SHALL BE STRICTLY FOLLOWED. CONDUCTORS INSIDE PANELS SHALL BE LOOSELY BUNDLED TO ALLOW FOR VENTILATION OF CONDUCTORS. h. SLAB PENETRATIONS SHALL BE MADE THROUGH RIGID METAL CONDUIT. 4. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING PERMITS FOR THIS CONSTRUCTION AND SCHEDULING APPROPRIATE INSPECTIONS DURING CONSTRUCTION WITH THE AUTHORITY HAVING JURISDICTION. 5. ELECTRICAL CONTRACTOR SHALL CONFIRM THE LOCATION, SIZE AND ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT TO BE' USED, PRIOR TO ROUGH -IN WIRING. 6. THE ELECTRICAL CONTRACTOR MAY CONSOLIDATE CONDUIT RUNS AS DESCRIBED IN THE SPECIFICATIONS. CONDUIT INSTALLATIONS SHALL BE IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (NEC), AND SHALL BE PROVIDED WITH ONE SPARE PHASE AND NEUTRAL CONDUCTOR FOR EACH THREE CIRCUITS IN THE CONDUIT. SUBMIT CONDUIT ROUTING SHOP DRAWINGS PRIOR 'TO INSTALLATION PER THE SPECIFICATIONS. 7. ELECTRICAL POWER (GREATER THAN 24 VOLTS) CIRCUITS SHALL BE INSTALLED INDEPENDENT OF ALL OTHER SYSTEMS INCLUDING; TELEPHONE, ITV, CABLE TV, FIBER-OPTIC AND DATA COMMUNICATIONS, FIRE ALARM, ENERGY MANAGEMENT AND LOW VOLTAGE CONTROLS. WHERE CABLE TRAY AND WIREMOLD RACEWAYS ARE UTILIZED, PARTITIONS SHALL SEPARATE ELECTRICAL WIRING FROM OTHER SYSTEMS. 8. ALL MATERIALS SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES,. INC. (UL) OR NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA). 9. ELECTRICAL SWITCHGEAR SHALL BE BY THE SAME MANUFACTURER. ACCEPTABLE MANUFACTURER'S ARE: SQUARE-D, CUTLER HAMMER OR I.T.E. SIEMENS. 10. EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA-3R, WEATHER PROOF. 11. ALL PANELS, DISCONNECT SWITCHES, ELECTRICAL CONTROL COMPONENTS (TIME CLOCKS AND CONTACTORS), MOTOR CONTROLS AND TERMINAL CABINETS ARE ' TO BE FURNISHED WITH A IDENTIFICATION NAME PLATES INDICATING FUNCTION OR PURPOSE, VOLTAGE AND DESIGNATION, REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1.2. EXTERIOR DISCONNECTS, PANELS AND JUNCTION BOXES SHALL BE PAINTED TO BLEND WITH THE WALLS ON WHICH THEY ARE MOUNTED. CONSULT ARCHITECT FOR TYPE PAINT AND EXACT PAINTING REQUIREMENTS. 13. ANY CONDUIT PENETRATION OF THE ROOF OR EXTERIOR WALL IS TO HAVE WATER- TIGHT FLASHING, IN ACCORDANCE WITH NATIONAL ROOFING CONTRACTORS ' ASSOCIATIONS STANDARDS AND DETAILS. .14. PULL BOXES SHALL BE LOCATED EVERY 150 FEET OR AFTER EACH TWO CONSECUTIVE 90 DEGREE BENDS. 15. EXTERIOR LIGHTS SHALL BE "ON -OFF" CONTROLLED BY TIMER. TIMER TO BE 7- DAY PROGRAMABLE TYPE, 2 CIRCUIT WITH BATTERY BACK-UP, INTERMATIC MODEL: ET279C, OR APPROVED EQUAL. 16. EMERGENCY EGRESS AND EXIT LIGHTS SHALL BE CONNECTED TO THE SAME BRANCH CIRCUIT THAT SERVES THE NORMAL ROOM LIGHTS IN THAT AREA BUT TAPPED AHEAD OF THE NORMAL ROOM SWITCH, IF THERE IS ONE. 17. REST ROOM EXHAUST FANS SHALL BE CONTROLLED BY AN INDEPENDENT TIME CLOCK, 7-DAY, ELECTRONIC, SINGLE CIRCUIT, 30 AMP PER POLE, DPST: INTERMATIC: ET173C, OR APPROVED EQUAL. COORDINATE MOUNTING LOCATION WITH ARCHITECT. 18. EXTERIOR ELECTRICAL EQUIPMENT CONNECTIONS SHALL BE MADE THROUGH FLEXIBLE SEAL-TITE CONDUIT WITH A INSULATED GROUND CONNECTION FROM THE PANEL/DISCONNECT/JUNCTION BOX TO THE ELECTRICAL EQUIPMENT. 19. ACCESSIBLE RECEPTACLES WITHIN SIX FEET OF A WATER CONTAINMENT AREA OR I WATER SOURCE SHALL BE GROUND FAULT INTERRUPTING TYPE. 20. ' MOUNTING HEIGHTS ARE FOR GENERAL REFERENCE ONLY, MOUNTING HEIGHTS SHALL BE ADJUSTED AS CONDITIONS DICTATE, REPORT CHANGES TO ARCHITECT PRIOR 'TO EXECUTION OF WORK. UNLESS. OTHERWISE NOTED, MOUNT OUTLETS OR BOXES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR (A.F.F.): CABINETS: 7Y' to top LIGHT SWITCHES: 46" to center RECEPTACLES: I Y' to center DISCONNECT SWITCHES: 60" to top TELEPHONE AND DATA OUTLETS: 1 Y' to center TELEPHONE (WALL DESIGNATED): 46" to center FIRE ALARM PULL STATION: 46' to center FIRE ALARM HORN/STROBE: 80" to top FIRE ALARM THERMAL DETECTOR: ceiling 150 AMP MAIN BREAKER PANEL LP3 MODEL: SQ AR -D, NQOD, TOP FEED 15 KAIC (MIN) BOLT -ON BRANCH BREAKERS TYPE: NEMA-1, SURFACE MOUNT, 30 POLE 225 AMP COPPER BUS 408Y 277 VAC. 30, 4W RATING: 42 KAIC MIN SERIES RATED. SERVICE LOAD KVA COND DIA ' WIRE AWG TRIP AMPS CKT I NO. BRK PLS PHASE/ POLE # BRK PLS CKT NO. TRIP AMPS WIRE: AWG. COND DIA LOAD, KVA SERVICE MAINT/ENG ACU1 1.55' 3/4 12 20 1 1 3 1 A 2 2 2 20 12 3/4 4.50 MAINT/ENG EWH - 1.55 - 12 20 - - 3 B 4 - - 20 12 - 4.50` - - 1.55 - 12 20 - -. 5 C 6 1 6 20 12 1/2 3.45 MAINT/ENG LIGHTING MAINT/ENG ACU2 2.21 3/4 12 20 7 3 7 A 8 1 20 1.00 SPARE - 2.21 - 12 20 - - 9 .8 10 1 20 1.00 . SPARE - 2.21 12 1 20 -- - 11 C 121 1 20 1. 1.00 SPARE SPACE 0.00 13 A 14 1. 20 1.00 SPARE SPACE 0.00 15 B 16 1 20 1.00 SPARE SPACE 0.00 17 C 18 1 20 1.00 SPARE SPACE 0.00 19 A 20 0.00 SPACE SPACE 0.00 21 123 B 22 0.00 SPACE SPACE 0.00 C 24 0.00 SPACE PANEL PP3 10.85 3/4 8 40 25 3 25 A 26 0.00 SPACE - 6.49 8 40 - - 27 B 28, 0.00 SPACE - 8.06 - 8 40 - - 29 C 30 0.00 SPACE CONN PHASE: A; 21.11 KVA B: 16.75 KVA C: 17.27 KVA N: 21.11 KVA CONN TOTAL: 55.13 KVA / 66.31 A x 1.25 = 82.89 A DF: 1.00 DEMAND TTL: 55.13 KVA / 66.31 A x 1.25 = 82.89 A N: 95.26 A 0 GROUND FAULT INTERRUPT CIRCUIT BREAKER SHUNT TRIP CIRCUIT BREAKER, ONE ADDL. SPACE READ. 100 AMP MAIN BREAKER PANEL PP3 MODEL: SQUARE-D, NQOD, BOTTOM FEED 10 KAIC (MIN) BOLT -ON BRANCH BREAKERS TYPE: NEMA-1, SURFACE MOUNT, 24 POLE 100 AMP COPPER BUS 208Y 120 VAC, 30, 4W RATING: 42 KAIC MIN SERIES RATED. SERVICE LOAD KVA COND DIA WIRE AWG TRIP AMPS CKT NO. BRK PLS PHASE/ POLE # BRK PLS CKT NO. TRIP AMPS WIRE AWG COND DIA LOAD KVA SERVICE MAINT/ENG RM 101 0.72 1/2 12 20 1. 1 1 A 2 2 2 40 8 3/4 3.25 MAINT/ENG AHU1 MAINT/ENG RM 102/116 1.08 1/2 12 20 3 1 3 B 4 - - 40 8 1 - 3.25 - MAINT/ENG RM 104-107 0.90 1/2 12 1 20 5 1 1 5 C 6 2 6 50 8 3/4 4.08 MAINT/ENG AHU2 MAINT/ENG RM 111 0.72 1/2 12 20 7 1 7 A 8 - - 50 8 - 4.08 - MAINT/ENG RM 111 0.72 1/2 12 20 9 1 9 B 10 1 10 20 12 1/2 0.26 MAIN/ENG EF1 MAINT/ENG RM 109 1.08 1/2 12 20 11 1 11 C 12 1 0.00 SPACE MAINT/ENG RM 109 1.08 1/2 1 12 20 13 1 1 113 A 14 0.00 SPACE MAINT/ENG RM 108 0.18 1/2 12 20 15 1 15 B 16 0.00 SPACE SPARE 1.00 20 1 17 C 18 0.00 SPACE SPARE 1.00 1 20 1 19 A1201 0.00 SPACE SPARE 1.00 20 1 21 B 22 0.00 SPACE SPARE 1.00 20 1 23 C 24 1 0.00 SPACE CONN PHASE: All 10.85 KVA B: 6.49 KVA C: 8.06 KVA N: 10.85 KVA CONN TOTAL 25.40 KVA / 70.50 A x 1.25 = 88.13 A DF: 1.00 DEMAND TTL• 25.40 KVA / 70.50 A x 1.25 = 88.13 A N:113.02 A 0 GROUND FAULT INTERRUPT CIRCUIT BREAKER * SHUNT TRIP CIRCUIT BREAKER, ONE ADDL. SPACE READ. - SECONDARY VOLTAGE PANEL AS SPECIFIED - SOLID COPPER NEUTRAL BAR WITH COPPER NEUTRAL TIED TO NEUTRAL BAR ON XFMR. PROVIDE FULL SIZE NEUTRAL UNLESS NOTED OTHERWISE ON PLANS - SOLID COPPER GROUND BAR WITH COPPER GROUND TIED TO GROUND BAR IN XFMR PROVIDE CODE SIZE GROUND UNLESS NOTED OTHERWISE ON PLAN, WITH SAME SIZE BOND TO PANEL ENCLOSURE AND RACEWAY. -SOLID COPPER NEUTRAL BAR IN XFMR WITH FULL SIZE COPPER CONNECTION TO NEUTRAL TAP ON SECONDARY SIDE OF XFMR. -COPPER BOND FROM NEUTRAL TO GROUND BARS SAME SIZE AS GROUND CONDUCTOR -DEDICATED 'COMUTER ONLY GROUND BAR WITH 8 AWG ISOLATED GROUND CONNECTION UNLESS OTHERWISE NOTED. SOLID COPPER GROUND BAR IN TRANSFORMER WITH COPPER CONNECTION TO MAIN GROUND SYSTEM, BOND•TO CHASIS AND RACEWAYS AND SUPUMENTAL GROUND ELECTRODE. SAME SIZE AS GROUND COND. FOR SECONDARY VOLTAGE PANEL AS SPECIFIED. - SUPLIMENTAL: GROUND ELECTRODE. 5/8- DIA, COPPER ROD DRIVEN TO A DEPTH OF NOT LESS THAN 10' THAT PROVIDES A RESISTANCE TO GROUND OF 5 OHMS OR LESS. PROVIDE CERTIFIED TEST REPORT USING "FALL OF POTENTIAL" METHOD AS SPECIFIED. -COORDINATE CONDUIT ROUTING, TRANSFORMER AND PANEL LOCATIONS IN THE FIELD AND ADJUSr AS REQUIRED. -REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS OF UNDERGROUND RACEWAYS 3--PHASE, DRY TYPE, STEP-DOWN I'02421 TRANSFORMER CONNECTION DETAIL N.T.s. MDP-18 UTILIZE EXISTING FEED PROVISION FOR JETWAY FOR NEW PANEL REFER TO TERMINAL BUILDING PLANS FOR WIRE AND CONDUIT SIZES. PROVIDE POWER PANEL 'L.P3" AS USTED ON PANEL SCHEDULE. 4-8 AWG, CU, PHASE AND GROUND. 1- FLEXIBLE METAL (GREENFIELD) CONDUIT PER SPECIFICATIONS. PROVIDE POWER PANEL -PP3- AS LISTED ON PANEL SCHEDULE. 3-3 AWG, CU. PHASE. 1-3 AWG, CU. NEUTRAL. 1-8 AWG, CU, GROUND. 1-1/4' FLEXIBLE METAL (GREENFIELD) CONDUIT PER SPECIFICATIONS. PROVIDE DRY TYPE TRANSFORMER, 480 VOLT, 3 PHASE PRIMARY 208Y/120 VOLT, 3 PHASE SECONDARY, 115 DEG C TEMPERATURE RISE, WITH WALL MOUNT BRACKETS, COPPPER GROUND LUG, AND FULL SIZE NEUTRAL TAP, SQUARE-D MODEL: 30T2F, OR APVD EQUAL. REFER TO TYPICAL 3-PHASE TRANFORMER INSTALLATION DETAIL FOR ADDITIONAL REQUIREMENTS. 8 AWG, CU, GROUND IN 1/2" EMT CONDUrr. DIA. COPPER GROUND ROD 'DRIVEN TO A DEPTH OF NO LESS THAN 30 FEET THAT PROVIDES A RESISTANCE TO GROUND OF 5 OHMS OR LESS. PROVIDE CERTIFIED TEST REPORT OF GROUND RESISTANCE USING ' FALL OF POTENTIAL! METHOD. REFER TO SPECIFICATIONS FOR ALTERNATIVE GROUNDING METHODS. END SECTION SIDE SECTION ROTATED 90 DEGREES STEEL CHAIN CAPABLE OF SUPPORTING 250 POUNDS OR 12 GAUGE MILD STEEL WIRE ATTACHED TO RIGID NONFLAMABLE STRUCTURE. INSTALL SUPPORT WIRES WITH APPROXIMATELY ONE TO TWO POUNDS OF TENSION MAINTINED. ATTACH SUPPORT WIRE TO LIGHT MIXTURE VIA EARS OR EXTENSIONS MANUFACTURED AS PART OF THE LIGHT FIXTURE. (TYPICAL FOUR PLACES MIN). T-BAR GRID AS SPECIFIED BY THE ARCHITECT. 'URE AS SPECIFIED. SECURING FIXTURE TO T-GRID -OUR PLACES MIN.). L CEIUNG TILE AS SPECIFIED 'ECT. HALL LAY IN GRID WITH MINIMUAL CLEARANCES AS REQUIRED. GRID TROFFER INSTALLATION DETAIL 01433 (N.T.S.) CONCRETE BLOCK CONDUIT ROUTED UNDER GROUND OR OVERHEAD AT CONTRACTORS OPTION. PROVIDE MATERIAL AS LISTED IN SPECIFICATIONS, AND SIZE AS USTED ON PANEL SCHEDULE FOR RECEPTACLES OR AS LISTED IN SPECIFICATIONS FOR OTHER DEVICES. CUT OUT CONCRETE BLOCK WALL ALLOWING SUFFICIENT ROOM TO INSTALL BOX. JUNCTION BOX; PROVIDE 4 SQ. BOX FOR ALL SINGLE CIRCUIT LOCATIONS, AND 4-11/1T SQ. BOX FOR ALL MULTI -CIRCUIT LOCATIONS. PROVIDE MUD RING, RAISED HEIGHT TO MATCH SPECIFIED FINISH BY ARCHITECT. COORDINATE WITH ARCHITECTURAL PLANS. PATCH OPENING WITH STUCCO AND FINISH TO MATCH SURROUNDING CONCRETE BLOCK. ENSURE NO VOIDS ARE VISIBLE WHEN COVER PLATE IS INSTALLED. `. RECEPTACLE BOX DETAIL FOR RECESSED BOX IN NEW CONCRETE BLOCK WALL N.T.S. COLOR AS SPECIFIED CENTER TEXT ON PLACARD EQUIPMENT NAME LIGHTING PANEL 1 1 /4' MIN.) o LP- 1 208Y/120 3" YAAIN 1 HOLES FOR RIVET MOUNTING WHEN SPECIFIED. EQUIPMENT MARK OPERATING VOLTAGE NOTES: 1. PLACARD TO HAVE WHITE ENGRAVED LETTERING WITH BLACK FOREGROUND. 2. EDGES TO BE BEVELED WITH 1 /64' TO 1 /32" CHAMFER. 3. PLACARD TO BE APPLIED USING EPDXY ADHESIVE OR APPROVED SELF ADHESIVE MATERIALS. 4. MINIMUM LETTERING SIZE TO BE 3/16". 5. PLACARD WIDTH MAY BE INCREASED BY 1 /4" INCREMENTS TO ACCOMODATE SPECIFIED INFORMATION. PLACARD DETAIL (N.T.S.) T^ PROVIDE PLASTIC PLACARD WITH DESCRIPTION coo�run DESCRW104 cooac+rurE DESMPnCN coor:Dw�rE DESca�Pna+ OF LIGHTING CONTROL. VERIFY DESCRIPTION 1-1/7 »mI VATH *1r" WrrH ARCHITECT. •PLACARD COLOR(S) AS ` ARcwrEcr .wcror[cr ARGNIILCr SELECTED BY ARCHITECT. CENTER TEXT ABOVE SWITCHES, BEVEL EDGES 1 /32" TYP. ALL CORNERS. INSTALL WITH EPDXY ADHESIVE, OR a b a APPROVED SELF-ADHESIVE ® E) ® SWITCHING AS SPECIFIED ON PLANS. Q e COVER PLATE AS SPECIFIED. SWITCH AS SPECIFIED 6 TYPICAL SWITCH PLACARD DETAIL (N.T.S.) LIGHT FIXTURE SCHEDULE 0341MY RECESSED STATIC TROFFER, 2'x4', 2 LAMP,, 277 VAC, 64 WATT, ACRYLIC PRISMATIC LENS, ELECTRONIC BALLAST, GRID MOUNT, FLAT STEEL DOOR, F32T8 o C1 LAMPS, (ELECTRONIC BALLAST AND F32T8 LAMPS AT OWNER'S OPTION). DAYBRITE: TG SERIES, OR APPROVED EQUAL. SURFACE MOUNT FLUORESCENT, NARROW BODY, 4' LONG, 2 LAMP, 277 VOLT, 64 �---� o WATT, ACRYLIC PRISMATIC LENS, ELECTRONIC BALLAST, MOUNTING HARDWARE, F32T8 LAMPS, (ELECTRONIC BALLAST AND F32T8 LAMPS AT OWNER'S OPTION). DAYBRITE: OWN SERIES, OR APPROVED EQUAL. H FLUORESCENT STRIP, SURFACE MOUNT, 2 LAMP, 4' LONG, 277 VOLT, 64 WATT, ELECTRONIC BALLAST, MOUNTING HARDWARE, .F32T8 LAMPS, (ELECTRONIC BALLAST AND F32T8 LAMPS AT OWNER'S OPTION). DAYBRITE: T232 SERIES, OR APPROVED EQUAL. XM1 }, RECESSED DOWNLIGHT SHOWER LIGHT, FLUORESCENT, 6" ROUND, 277 VOLT, 26 WATT, POLYCARBONATE SHOWER LIGHT TRIM W/ DROP OPAL LENS, ELECTRONIC BALLAST, MOUNTING HARDWARE, U.L. WET LOCATION LISTED, 2?PL13 LAMPS. CAPRI: F6213?Rl SERIES HOUSING & PSH17P TRIM, OR APPROVED EQUAL. WALL PACK, FLUORESCENT, SURFACE MOUNT, TAMPER RESISTANT, 2 LAMP, 277 AWN VOLT, 26 WATT, CLEAR POLYCARBONATE .LENS, HIGH POWER FACTOR BALLAST, MOUNTING HARDWARE, AND PL-13 LAMPS. DAYBRITE: WLS-26PL SERIES, OR APPROVED EQUAL. EXIT LIGHT, THERMOPLASTIC HOUSING, UNIVERSAL MOUNT, UNIVERSAL ARROWS, z FLUORESCENT, EMERGENCY POWER PACK' 277. VOLT, MOUNTING HARDWARE, RED E STENCIL LETTERING, ARROWS AND/OR NUMBER OF FACE(S) AS REQUIRED. CHLORIDE: DWPL277 SERIES, OR APPROVED EQUAL. EMERGENCY LIGHT, COMMERCIAL. GRADE, .120/277 VAC?INPUT, 6 . VDC?OUTPUT, LEAD CALCIUM BATTERY, 11 WATT, WHITE POLYCARBONATE HOUSING, MOUNTING XE HARDWARE, TWO FRONT LAMPS. CHLORIDE: GM1 SERIES, OR APPROVED EQUAL. A FLUORESCENT FIXTURE SHOWN WITH A DIAGONAL LINE ACROSS IT SHALL BE DESIGNATED AS AN EMERGENCY LIGHTING FIXTURE AND SHALL BE EQUIPPED WITH A 500 LUMEN OUTPUT, 120/277 VAC, SELF?CONTAINED POWER PACK, WITH TEST SWITCH AND CHARGE MONITOR. CHLORIDE: CFP24 SERIES, OR APPROVED EQUAL. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ELECTRICAL SYMBOL LEGEND SINGLE POLE SWITCH, STANDARD TOGGLE, 20 AMP, 120--277 VOLT, IVORY HANDLE, WITH COVER (COLOR SELECTED BY ARCH.). HUBBELL NUMBER: 1221-1 OR APPROVED EQUAL. DOUBLE POLE SWITCH, STANDARD TOGGLE, 20 AMP, 120-277 VOLT, IVORY HANDLE, WITH COVER (COLOR SELECTED BY ARCH.). HUBBELL NUMBER: 1222-1 OR APPROVED EQUAL. THREE WAY SWITCH, STANDARD TOGGLE, 20 AMP, 120-277 VOLT, IVORY HANDLE, WITH t3 COVER (COLOR SELECTED BY ARCH.). HUBBELL NUMBER: 1223-1 OR APPROVED EQUAL. FOUR WAY SWITCH, STANDARD TOGGLE, 20 AMP, 120-277 VOLT, IVORY HANDLE, WITH $4 COVER (COLOR SELECTED BY ARCH.). HUBBELL NUMBER: 1224-1 OR APPROVED EQUAL. TELEPHONE SIX CONDUCTOR JACK, PROVIDE CONDUIT, CABLE, SIX CONDUCTOR JACK, v AND COVER (COLOR SELECTED BY ARCH.). LEVITON: 40238-1 OR APPROVED EQUAL. DUPLEX RECEPTACLE, 20 AMP, 120 VOLT, WITH COVER (COLOR SELECTED BY ARCH.). HUBBEL NUMBER: 5362-1 OR APPROVED EQUAL. DUPLEX RECEPTACLE, 20 AMP, 120 VOLT, WITH COVER (COLOR SELECTED BY ARCH.), MOUNT 42" AFF. HUBBELL NUMBER: 5362-1 OR APPROVED EQUAL. WP GROUND FAULT CIRCUIT INTERUPTER DUPLEX RECEPTACLE, 20 AMP, 120 V., W\ WATER DIY GFI PROOF J-BOX AND COVER. HUBBEL NO: GF-5362-1 W\ CWP26H, OR APPR'VD EQUAL. FAULT CIRCUIT INTERUPTER DUPLEX RECEPTACLE, 20 AMP, 1.20 VOLT, GA WITH IVORY COVER. HUBBEL NUMBER: GF-5362-1 OR APPROVED EQUAL. WITH JUCTIQN BOX, 4-11/16" SQ. x 2-1/8" DEEP, PLENUM TYPE GALVANIZED STEEL, APPLETON MODEL NO: 4SP-JD; OR APPROVED EQUAL. E3 FUSED DISCONNECT SWITCH, MIN. VOLT AND AMP RATING AS LISTED ON PANEL SCHEDULE, INSTALL SLO-BLO FUSES RATED FOR 1257. OF NAMEPLATE FLA. OF EQUIP. METER, PROVIDED BY UTILITY COMPANY AND INSTALLED BY ELECTRICAL CONTRACTOR, UNLESS OTHERWISE SPECIFIED. PANELBOARD, SIZE AND TYPE AS LISTED ON PANEL SCHEDULE AND PER ALL REQUIREMENTS OF SPECIFICATIONS. PANELBOARD, HIGH VOLTAGE, SIZE AND TYPE AS LISTED ON PANEL SCHEDULE AND PER ALL REQUIREMENTS OF SPECIFICATIONS. TERMINAL CABINET, SIZE AND DUTY AS NOTED AND PER ALL REQUIREMENTS OF SPEC.S TC NEMA-1 FOR INDOOR LOCATIONS & NEMA-3R FOR OUTDOOR LOCATIONS. CONDUIT AND WIRE IN WALL OR OVER CEILING CONDUIT AND WIRE IN SLAB OR UNDER .FLOOR --- ---- CONDUIT AND WIRE EXPOSED WIRE DESCRIPTION: SHORT HASH MARK - PHASE CONDUCTOR, LONG HASH MARK - NEUTRAL CONDUCTOR, DOT - GROUND CONDUCTOR. HD HEAT DETECTOR, RATE -OF -RISE & FIXED TEMP. TYPE, SURFACE MTD. ON RECESSED BOX, WITH TEMP. RATING AS NOTED AND PER ALL REQUIREMENTS OF SPECIFICATIONS. DUCT SMOKE DETECTOR, PHOTO -ELECTRIC TYPE, MOUNTED ON DUCT AND PER ALL REQUIREMENTS OF SPECIFICATIONS. REMOTE PWR/ALARM INDICATOR/KEY SWITCH FOR DUCT SMOKE DETECTOR, SURFACE MTD, ON RECESSED BOX, IN LOCATION DIRECTLY ACCESSIBLE FROM FLOOR. 0 REMOTE FAN/SMOKE DAMPER SHUT DOWN RELAY WITH KEYED TEST AND SWITCH, AND PER ALL REQUIREMENTS OF SPECIFICATIONS. 0 MANUAL PULL STATION, NON -CODED, DOUBLE POLE -DOUBLE ACTION BREAK GLASS ROD TYPE, PER ALL REQUIREMENTS OF SPECIFICATIONS � � HORN/STROBE COMBINATION, SEMI -FLUSH MOUNTED ON RECESSED BOX, 24 VDC, LH 90 dBA (MIN.), AND PER ALL REQUIREMENTS OF SPECIFICATIONS. �-�-� FIRE ALARM SPEAKER/STROBE COMBINATION, WALL MOUNTED, AND PER ALL REQUIREMENTS OF SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS l tri i Ris e*r NTS E-1 taint , ng Bldg Verrando Engineering, Co�. 325 S.W. 60th Avenue, Ocala, FL 34474 904/854-2664 FAX: 904/237�5217 PROJECT: •0341 DRAWING No: 02632 PLOTDATE: 01-30-96 w(C"J ACU1 w, X yu X frX� �XX� iX� X� iX X Y Y X X Y Y X X Y Y X Power Plan Maim. / Eng. Bldg. IF—X\ X II X ,X—n II X XIF-x X—I Lighting Plan V � Maint. / Eng. Bldg. 1/'4V as it —ow DENOTES SWITCHING COORESPONDING LETTERS "a,b,c & d" WITH SAME LIGHT FIXTURE. Verrando Engineering, Cof 325 S.W. 60th Avenue, Ocala, FL 34474 904/854-2664 FAX: 904/237-5217 PROJECT: 0000 DRAWING No: 02633 PLOTDATE: 01-30-96 LP3-7 8 :LOCK Car X yu X frX� �XX� iX� X� iX X Y Y X X Y Y X X Y Y X Power Plan Maim. / Eng. Bldg. IF—X\ X II X ,X—n II X XIF-x X—I Lighting Plan V � Maint. / Eng. Bldg. 1/'4V as it —ow DENOTES SWITCHING COORESPONDING LETTERS "a,b,c & d" WITH SAME LIGHT FIXTURE. Verrando Engineering, Cof 325 S.W. 60th Avenue, Ocala, FL 34474 904/854-2664 FAX: 904/237-5217 PROJECT: 0000 DRAWING No: 02633 PLOTDATE: 01-30-96 LP3-7 8 :LOCK Car 2.ecl C �uu of DATE � 1 / ./c/ ZONE CONTRACTOR ADDRESS QQ PHONE # LOCATION OWNER ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE# MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: PERMIT # JOB, n: � COSTbon FEE STATE NO. ���yb��`J FEE $ FEE $ FEE $ SUBDIVISION: LOT NO. BLOCK. SECTION: _ SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DAT EPI: 9 CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS One Red Cleveland Blvd., Sanford, FL PERMIT NUMBER (International Departure-2nd floor) Total Contract Price of Job $8,000.00 Total Sq. Ft. N/A Describe Work Construction of front wall with arches at Pub Type of Construction Non -Structural metal frame with drywall-lood Prone (YES) (M ) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial x Industrial LEGAL DESCRIPTION (please attach printout from Seminole Count TAX I.D. NUMBER OWNER Orlando Sanford International, Inc. (formerly C.T.I.�HONE NUMBER 407/324--9681 ADDRESS Two Red Cleveland Blvd., Suite 21 CITY Sanford STATE FL ZIP 32772 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY N/A STATE ZIP BONDING COMPANY N/A ADDRESS CITY STATE ZIP ARCHITECT Jay Pendergast ADDRESS One Red Cleveland Blvd. CITY Sanford STATE FL ZIP 3277 MORTGAGE LENDER N/A ADDRESS CITY STATE `LIP CONTRACTOR Mark Construction Company PHONE NUMBER 831-6275 ADDRESS 1969 Corporate Square Drive S`1'. LICENSE NUMBER CGC 25 �9 CITY Longwood STATE 3 7- ZIP Application is hereby made to obtain a permit,to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wilt" be done in compliance with all applicable laws regulating'oonstruction and zoning. A ,COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF' COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencciee r federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOT F THE OWNER OF THE PROPERTY OF THE REQUIREMENT LORIDA L N LAW, FS713. Q H 0 +J U b O �4 a 011 O q a 3 O r. E V4 >+ .-I H r G O M O ro (1) (1) o ai a Z a E-i t i m 0 O a Si n, ur�j o� Owner/ gent & Date S' n tune oof Contra for & Date o � a kc TU1-< Type or Print Owner/Agent Name Type o Print Contra6tor's Nam z gnature of Notary & Date Signature of NotaryDate ( Of i S eMAT1E l DYKES AwmLE MY COMMI9I N M 6 f, My Commission;po 12456 2 7k Expiras Sep 91, 1 W O ey �- �r� 4\�F Bonded by Hill 800-422-1509 b Dated l� O a Application Approved BY: lQ� f; (� FEES: Building Rado Polzce ['ire. _ o Open Space Rodimpact Ap'lic tion IU PERMIT VALIDATION: CHECK CASH DATE I �Gr� BYag? ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) H. t *** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE r k • y nTp 7 ! k + I - f� t ac ( ,4 TOVA w 6 1 t 1 J , 1 r ♦ i -t Y !' r r A t } - - - { t , r yi c r w, 1 i a � r y r 5 L WHY ism 4 C r> f arF4 - 4 rno Q fQ 1 Oil a l Y" S I ' i 7 rt 1 2,059 Iwo r: r 9 1 J t t n 1 t ( � d t ' ' , 'yVF ♦ l��. i f�, H n wool �&yy IMP it t , '� r � A ♦ Jr ��` �k h.� f � t � 4 f k + i �� .. _ 4 EXISTING WALL NEW NON - '$TRUCTUF�Al- COL. / X?ec--J ZONE DATE 6 c J�y CONTRACTOR ADDRESS PHONE # l 6c>) 7 LOCATION OWNER ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # p ELECTRICAL CONTRACTOR��- ADDRESS PHONE # _ MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS ( } FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL' DATE: PERMIT # 4 0 JOB / COST FEE $ STATE NO. C6 (266 7 FEE $ FEE $ FEE $ SUBDIVISION: LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: L INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE EPI: FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE EPI: CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT b N U 1 � b 0 a 0 a a 3 Ei x ro Z >, H fa � m � s-i O ro � z a F PERMIT ADDRESS One Red Cleveland Blvd. Domestic Parking Lot.A , Total Contract Price of Job 3 , Describe Work Parking Lot A Type of Construction Concrete,side alk, asphalt pav-k Number of Stories N/A Number of Dwellings Occupancy: . Residential Commercial LEGAL DESCRIPTION TAX I.D. NUMBER OWNER Sanford Airport Authority ADDRESS one Red Cleveland Blvd. CITY Sanford i CJ PERMIT NUMBER 0 Total Sq. Ft. 2 acres 4"od Prone XXrXX ( NO ) canopies Zoning RI-1 Industrial (please attach printout from Seminole County) i TITLE HOLDER (IF OTHER THAN OWNER) _ ADDRESS CITY BONDING COMPANY ADDRESS CITY STATE: FI. (A STATE PHONE NUMBER 322-7771 ZIP 32773 ZIP s`PATE Z I P f'�A. ARCHITECT AEC ADDRESS _1.2360 SN 132 Court, Suite 214 _ CITY Miami STATE FL ZIP 33186 MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR Mark Construction Company PHONE NUMBER 831-6275 ADDRESS 1969 Corporate Square Drive _ ST. LICENSE NUMBER CC C001227 CITY Longwood STATE FL ZIP 327� Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of. a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING `TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF' COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts; state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT TWILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMEN OF FLORI LIEN LAW, FS713_ o � n ure of Owner/A ent & Date gnat. of t for & Dat 0 per C . ��-G�-�-� Philip D, orge en, President H z Ty e ,r Print Owner/Agent Nam Type or Print Contractor's Name El 1/1 Si ature of. Notar & Date Si nature of Notary & ate ~' (Official Seal) (Official Seal) I` rt `�SppYYup<% KRISTIE L DYKES CC666687 �'° <'e KRISTIE L DYKES CC4k6687 p ; ) � My C:ornrnission � � �, my Commission � Expires Sep. 01, 2001 y` Borpiciea irw 3W. HAL 2001 ro rh P\q Bonded by HAI r urfCOFF.- r 800-422-1653 .a 800-422-165 C _ /') C Application Approve Y: (� rf�! % 1J Date: , " �(� 0 q' Q FEES: Building Radon ".-Police Fire m Open Space Road :Impact A )pli':at.ion a� H w o PERMIT VALIDATION: CHECK CASH DATE 4_ BY e �%� ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD CO. ADMIN) I �' **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE �I l HEADS. CONTRACTOR SHALL LOCATE AND CAP FEED PIPES AND MARK THE LOCATIONS ON THE I u ; ;:. _ ..__ _..._ ..- rrwrv�cu v irrn �� , tJ' III �� TEMPORARY FENCE /� II DRAWINGS, AND SHALL TURN OVER THE SPRINKLER HEADS TO THE OWNER, "DO NOT ENTER" III THERMOPLASTIC MARKING SIGN HVY. PVMT. LL _ _`--- = �_ —,____ \ �I`I LIGHT PVMT. ^�~ \ 1 a O ♦ 300 EXISTING VV �f II f EXISTING:'ASPHALT PAVEMENT $ p o°: // JP. 1 O I WALK �\I f I �{\�' G 't� as ° 't� (I ` t,j,,/ - " a a'/.- I ` T �j �� I SAW CUT � � CONNECT 0( ( a ° : EXIST. CURB, I REMM ;EX131ING ° AND GUTTER I 12" CHEVRONS a ° CVRB AND GUTTER I) ( EXISTING ISLANDS-'\, - - - END OF CANOPY �� I (THERMOPLASTIC) -IIIIII �fl� I(II I _ �/�//�.' .� _ _ _ . - --_ - ✓� �\ �_.. _. -. -'- _ __ �_�> I ° __ __ `�� �w SIGN v a ,p a��DO NOT ENTER*NEW IIII I CONCR TE A a CURB AND GUTTER _ y �_ ° 60 R. REMOVE EXIST. I CURB AND III II III II NOTE; ' `TEMPORARY FENCE MAY I a w Q I , j ,r °IIIGUTTER; CONNECT CT BERELOCATED TO THIS LOCATION EXIST. LIGHPOLE TION OPERATIONS PROPOSED WALK WHEN COIJaTRUC, TO EXIST. WALK ARE IN SS WHICH WOUI IPa ° ENDANGER PARKED VEHICLES.-n s A ILARA(SI _4 1 A(SIMILAR)II I , III r (f ..... , IIIIII I1I1I1 IIIII( ---�-- ,r a=�- - �_ 0 Q i EXISTING GRASS < ° / 9 Wa W �.. _ _ A� � EXIST! G CURB Ca I AND G TIER i ( a Cq�'.' , a -" ° 47 I ✓ r" �1)e ---- REVISIONS I �u a i. r V P II ..� PRO OSED/� HIGH OPY i PROPOSED H A I II Y IH C N .;+ II EXISTING PUBLIC R G a II .: , .. E { PA IN LOT � � , :.� r 'r~- Q X ea (n i LOW CANOPY S E °} TO REMAIN IN SERVICE DURING CONSTRUCTION) (n I� SEE SHE T ' ".—". ( I. . , � No, ���E D SCRIPT ION , II .. I _ III , XINO� w R P D .. �. r. ,. .., .. t P 0 �JSE Ii I W IS TING l ET I 1 EXIS INLET ... . . , � ° � , ., ,. ,. 1 ..:..� 9--98 MISC. REVISIONS �:: DQcNDUM ' �.. , .. ,. � CONC. WALK 5-- I M J U iI SEE D TAIL Sa „ _ I E zs- IXV.I. CINb' � .. .-.._.. _ .,.j.:._ - _.._� _ �.. sH ET .3-- " 6 a t PROPOSED CROSSWALK , a III -.. . .. I- TWO 3 DIA. x 12 H. I � �,. ,. , . II L VE f �l{ a ` I ° I I THERMOPLASTIC SflB � ,. , .. ,, .., WHITE THERMO LA P a OAK- TREES ER ISLAND EACH � I(SAME DIMENSIONS AS EXIST. ( � ,. ; ,'. .• , ' .. PROPOSED ' CONCRETE WALK -- ,. I, _ - z I 1 III II f ISLAND HAS ONE, WHICH MAY X J a a' . , I III II ( PROPOSED SPECIAL SAW CUT 'AND REPLACE _ I � BE RELOCATED). - - SIGN (36 x 36 �� " \ ASPHALT;PVMT. AS �.. .� _ . , I i I R w I III PED. RAMP Ifs CENTER WALK AND CANOPY ON EXISTING DOOR CUT EXIST. BERM, SLOPE ONCRE WALK AIP No.: UNIFORMLY FROM EXIST. INC. WALK TO BACK III OF EXIST. CURB; SLOPE BERM AT :1 FROM EDGE OF CONCRETE WALK. `'-EXISTING III III FDQT WPi NO.: KJB,��f17 6 GRASS AND O LANDSCAPING III III AREA - �i III III PREPARED BY. BP 4. EXIST. CONC. III WALK EXISTING CROSSWALK I Ii' DRAWN BY: CONNECT TO EXISTING III BP CONCRETE WALK III i ,-- — — CHECKED BY: BP 111 III z III III �-- ISSUE DATE: MAY '1998 REMOVE PORTION OF EXISTING CONCRETE WALK CONTAINING PEDESTRIAN RAMPS. REMOVE TO EXISTING CONTRACTION JOINT. III DRAWING SCALE: r� l SAW JOINT DEEPER TO PROVIDE A CLEAN III 1 - 20 CUT. AVOID DAMAGE TO EXISTING WALKS 70 REMAIN. `II III DRAWING TITLE: III III EXISTING ROSSWALK — ---. — —.--II L III ` . ' NECT TO EXISTING - - CRET1� WALK -�- _ _ III _.. m'mP RKI 6 A "t /"— EXISTING �I I I (I! EXI WALKM Mom" P L N x _ = —� - III III _ _ . PROPOSED CAN (SEE .SHT. 4) � III III `-- REMOVE TOP OF ,EXISTING FDOT. TYPE .P-6 CURB INLET, AND REPLACE WITH REINFORCED PRECAST CONCRETE TOP SLAB (FOR 4' DIA. BOX.) TOP SLAB SHALL' HAVE 24" DIA. HOLE IN'°CENTER. FURNISH AND INSTALL 24" DIA. CAST IRON < MANHOLE' .RING AND COVER, WITH WORD "STORM" CAST IN,,ANI) NO HEAVYLUGS ON SURFACE THAT WOULD BE A TRIPPING : HAZARD. RIM ';TO . BE FLUSH NTH FINISHED .SURFACE OF CONCRETE WALK. -.SOUTH END OF EXISTING CONCRETE WALK A LEGEND REMOVE EXISTING PAVEMENT' TO A DEPTH OF 6" 4 AND REPLACE WITH, 6" THICK REINFORCEV CONCRETE (SEE SHEET 2)1,,, PROPOSED CONCRETE WALK OVER EXISTING ASPHALT PAVEMENT. CONCRETE SHALL BE A UNIFORM 6" THICK, AND SHALL FOLLOW THE SLOPE OF THE EXISTING PAVEMENT BEING OVERLAYED. SEE TYP. - SECT., SHT: 2 ILIIII 9807—LOT—A-LO. p`NG • � ��� III .......:........�.. .. .,WIQTH VARIES A7 R.) —0(EXCEPT 752 15 rnAlrt2rTC wel t! pl ANTINr ARFA fV)N('pr. PAVOIAFNT CONCRFTF WALK CONSTRUCT 6" THICK CONCRETE WALK ON TOP OF EXISTING ASPHALT PAVEMENT. FOLLOW EXISTING GRADE:. PROVIDE UNIFORM NON —SUP BROOM FINISH, AND SAWED CONTRACTION JOINTS 1 1/2" DEEP, PATTERN � AS INDICATED ON PLAN. CONCRETE SHAD_ BE 3000 PSI READY MIX, AND HAVE 6" x 6" x NO. 10/10 W.W.M. 5AW ., `, ' I I IV MAIvrl CAI7 I INV I V Z E KVI;, „A5 GUKtJ CUT ' d _ • e ., , ,:. :" ,. , , '• as • ... .'. . M , , EXISTING PAVEMENT: 1 1/4" FDOT TYPE S-3 ASPHALT SURFACE PFlunvr KxIqTINr; PAVFAAFNT _ - _ ON 8" UMEROCK BASE ON COMPACTED S JBGRADE (PER DESIGN) I TYPICAL. SECTION 'A -A' SCALE: 1' = 2' HORIZ. & VERT. CONCRETE WALK AS DESCRIBED IN SECTION A —A ABOVE, EXCEPT THICKNESS MAY BE REDUCED TO 4'. SLOPE 1% TO 2% e REMOVE TURF AND TOPSOIL FROM AREA OF NEW CONSTRUCTION. COMPACT TOP Om OF SUBGRADE TO 98% MAX. DENSITY (ASTM D-1557.) REMOVE EXISTING CONCRETE CURB REMOVE EXIST. ASPH. PVMT. AND GUTTER (134"± SURFACE; 8"t BASE) CONSTRUCT 6" PORTLAND CEMENT CONCRETE, WITH No. 4 BARS ®12 IN. EXISTING, UNPAVED AREAS: REMOVE ALL TURF AND FDOT SPEC. 350, " TOPSOIL; OVEREXCAVATE APPROXIMATELY 3" FILL WITH IN EXISTING PAVED AREAS, REMOVE EXISTINGO.C.E.W. AT CENTER OF SLAB. SEE NOTE 10 FOR PAVEMENT (APPROX. 1 "ASPH. SURFACE G ADDITIONAL REQUIREMENTS. — _ UNFROCK SALVAGED FROM REMOVED BASE, AND COMPACT TYPICAL SECTION 'B--B' - - SURFACE 8" UNFROCK BASE) TO A DEPTH OF 6" BELOW k TO 100% MAX DENSITY (ASTM D 1557). FINISHED SU " - EXISTING SURFACE, AND COMPACT REMAINING OF UMEROCK" SHALL BE 6 BELOW EXISTING GRADE. SCALE: 1 2 HORIZ. & VERT. : I UMEROCK TO 100% MAX. DENSITY (ASTM D-1557) s' �, •> VARIES SEE. PLAN r " • PAVEMENT SURFACE GRADES TO REMOVE CURB TRANSITION SMOOTHLY DOWN TO AND GUTTER ELEVATION OF EXISTING VALLEY GUTTER.—\ CONTINUATION SIMILAR ---•----•+••—• �^.mil a TO SECTION B-B ABOVE '�'-'"`� ,/ v •/FA UtNtKAL UUMi I KUU I IUN KtWUlKtMtN l Z:i 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND WORKMANLIKE MANNER,IN ACCORDANCE WITH THESE PLANS, BY WORKERS EXPERIENCED IN THEIR PARTICULAR TRADES. PROJECTLOCATION PLAN 2, ANY* QUESTIONS REGARDING THE DESIGN INTENT SHALL BE DIRECTED TO BRIAN PENDLETON,AIRPORT Y , ' r ENGINEERING CO., INC., TEL. (305) 252-19.Z4. ANY CHANGES SHALL ..REQUIRE PRIOR APPROVAL B THE ENGINEER. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFETY DURING CONSTRUCTION,, BEFORE BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ERECT, ORANGE PLASTIC SAFETY FENCING AT THE LOCATIONS SHOWN. FENCING SHALL BE ADEQUATELY SUPPORTED BY STAKES IN GRASS AREAS AND BY WEIGHTED WOOD FRAMES IN PAVED AREAS. 4. CONSTRUCTION STAGING AND STORAGE SHALL BE CONFINED TO <THE DESIGNATED CONSTRUCTION AREA. THE EXISTING PARKING LOT MAY NOT BE USED. CARE SHALL, BE TAKEN `.WHEN STORING MATERIALS ON EXISTING ASPHALT PAVEMENTS, TO AVOID DAMAGE TO THE TAVEMENT. ANY DAMAGE SHALL BE ' REPAIRED; BY THE CONTRACTOR. 5. CONTRACTOR SHALL MAINTAIN A CLEAN SITE DURING CONSTRUCTION,''AND SHALL THOROUGHLY CLEAN UP THE AREA AT THE END OF THE PROJECT, 6" HIGH CONCRETE CURB AND GUTTER, "HIGH 6. ALL MATERIALS "TO BE REMOVED" SHALL BE LAWFULLY. DISPOSED 'OF,, OFF :AIRPORT PROPERTY. SIDE", TYPE 'F', FDOT INDEX DWG. 300 (TYP.) .' 7. CONTRACTOR SHALL REMOVE ANY SPRINKLER HEADS. WHICH ARE, IN THEAREAS TO BE PAVED, AND AS REQUIRE SHALL t.00ATE AND CAP THE ONES WHICH 'FEED THE REMOVED HEAD$, ' AND, NOTE THE, LOCATIONS- OF THE CAPS ON "RECORD DRAWINGS." THERE D0. NOT APPEAR TO`BE •.ANY VALVE BOXE$'IN THE TO BE PAVED. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IF 'ANY CONDITIONS ARE FOUND IN THESE AREAS THAT .APPEAR TO BE. DETRIMENTAL TO THE PAVEMENT CONSTRUCTION, Tz Z - Z 8. ALL REFERENCES TO "FOOT SPECIFICATIONS" OR "FOOT `SPEC."`SHALL i DE' UNDERSTOOD TQ REFER TO THE FLORIDA: DEPARTMENT OF TRANSPORTATION• STANDARD SPECIFICATION S:'FOR;ROAD AND BRIDGE CONSTRU.C-- TIQN, 1996 EDITION. CONVERT METRIC; MEASUREMENTS ?0 ENGUSH,. AS;°,REQUIRED. THE CONTRACTOR SHALL HAVE A COPY OF SAID FOOT SPECIFICATIONS AVAILABLE,:, FOR (REFERENCE. 9. ALL NEW PAVEMENT SHALL CONFORM TO THE REQUIREMENTS! INDICATEDIN IN THE ,SECTIONS. ASPHALT SURFACE COURSE SHALL BE COMPACTED TO A MINIMUM OF .9,6X OF LABORATORY COMPACTED MAXIMUM, DENSITY _(50-BLOW PROCTOR.) BITUMINOUS PRIME COAT SHALL' BE APPLIED, TO THE LIMEROCK BASE. ` 10. PROVIDE SAWED CONTRACTION JOINTS' IN CONCRETE ,PAVEM�Nfs AND WALKS. JOINTS. SHALL BE SAWED AS SOON . AS POSSIBLE, TO,, A DEPTH OF ONE —QUARTER' THE; ;CONCRETE : THI,CKNESS. THE ' CONTRACTION JOINT PATTERN FOR WALKS SHALL GENERALLY BE AS INDICATED ON THE"PLAN, ALTHOUGH REASONABLE FIELD ADJUST-- MENT IS ACCEPTABLE: JOINTS: FOR CONCRETE; PAVEMENT SHALLBE 25 FEET "'APART.. REINFORCING;, STEEL SHALL BE INTERRUPTED AT THE JOINTS (FOR CONCRETE PAVEMENT,),AND` THE SLAB .SHALL BE THICKENED L TO:8" WITHIN 12" OF THE, JOINTS. CONSTRUCTION JOINTS (AT THE END•;OF. A' POUR) SNAIL BE MADE 'AT, A'CQNTRACTION JOINT LOCATION. COLD JOINTS SHALL BE AVOIDED: `PROVIDE NON-: SUP �;RROOM.' FINISH FOR'; CONCRETE PAVEMENT AND WALKS, EXCEPT PROVIDE .TINE. FINISH, -'AT, PEDESTRIAN RAMPS (SEE SHT.. �.) ALL CONCRETE • SHALL ,BE CURED BY APPLYING SPRAYED —ON,. LATEX :'BASE,' MEMBRANE —FORMING CURING COMPOUND. 11. CONCRETE WALKS SHALL CONFORM TO FOOT SPEC. SECT � 522 o THE . r, R `�`--TOP 6" OF SUBGRADE UNDER CURB AIP No.: AND GUTTER COMPACTED TO 98% � -- MAX. DENSITY (ASTM D-1557). TYPICAL SECTION 'C-C' SCALE: 1" = 2' HORIZ. & VERT. 5' FLORTAM ST. AUGUSTINE SOD CLEAN FILL MATERIAL FILL VOID WITH CONCRETE REMOVE EXISTING _PAVEMENT TYPICAL SECTION 'D---D' PROPOSED ISLAND SCALE: 1" = 2' HORIZ. & VERT. IA_ NOTES: ?LOCATT~ AN 0 INTERCEPT EXISTING { " 3 ; P fC CONDUIT WITH.2 2 NO. 10 COPPER / THWN',COND.UGTORS °.AND N0, 6 BARE :COP STANDARD SIGN PANELS, SEE PAVING AND MARKING 1. PEDESTRIAN RAMPS SHALL BE CENTERED ON THE MARKED CROSSWALK. ;:. CONDUIT, ,WHICH SHOULD RUN UNDER .:r. PER GROUND WIRE DIRECT-BURIE OUTSIDE R PLAN) SHALL .BE FABRICATED NOTE; 2. TINE FINISH SHALL BE NEAT AND UNIFORM, SHALL CONSIST OF ..., PROPOSER ISLAN D AREAS EXISTING . CONDUIT' FROM PULL BQX TO PIGTAIL AT .POLE: IN ACCORDANCE WITH FDOT AANQ GROOVES APPROXIMATELY 1/8 WIDE x 1/8 DEEP SPACED 1/2 ON CONDUCTORS MAY BE PULLED OUT ( Ir SPEC. SECT. 700, AND SHALL CONTRACTOR TO SUBMIT ALUMINUM " SIGN PANEL,--.,. , CENTER, AND PERPENDICULAR TO THE DIRECTION OF SLOPE. AND. PULLED PACK, IF THIS. CAN RELOCATE EXIST, POLE TO CENTER OF ISLAND. BE ALUMINUM PLATE WITH 'STOP' SHOP pWGS. FOR ALL : I GBE DONE WITHOUT pAMAG USE CARE 70 AVOID DAMAGE TO FIXTURES. REFLECTIVE SHEETING. SIGNS, .POSTS, AND 3. AVOID WIDE JOINT AT CURB AND GUTTER OR OTHER IRREGULARITIES CONDUCTORS. TURN CONDUITS POI,.. IS 45' OVERALL'LENGTH CONCRETE, 7' SIGNS (R1-1) SHALL BE 30" BRACKETS 2-TYPE 1 BRACKETS THAT COULD BE A TRIPPING HAZARD. UP INTO NEW PULL BOX, ASS BURIAL DEPTH.. POLE SHALL BE SET PLUMB x 30" AND NAVE HIGH -INTENSITY TUBULAR PER SIGN PANEL PLASTIC, BROOKS PRODUCTS ( WITH ,FIXTURES ORIENTED AS SHOWN, AND BACK- REFLECTIVE 'BACKGROUND. ALUMINUM 1324 SERIES, 15" DEEP, MAR- FILL SHALL BE WELL COMPACTED AROUND POLE. SUPPORT ,POST TINE KED "LIGHTING",, SET FLUSH I 3" DIk X 1/B" FINISH - - WITH TOP OF CURB. SPLICE 6 WALL. -UNLESS CONDUCTORS WITH SPLIT BOLT+ OTHERWISE _ CONNECTORS AND SEVERAL (ALL SIGNS', NOTED. EXCEPT R1--F H TURNS PLASTIC, ELECTRICAL. () L TAPE., LED WITH, "SCOTCH-, PROPOSED ISLAND (SEE SHT. 1) k07> . : I,NSTALL'GROUND ROD t, (5. FOR BOfT. AND''P PLACE GRAVEL, IN ----- INSTALL' NEW-CONDUCTORS.IN THIS CONDUIT o _ Lr- SIGN OF MULTIPLE CONCRETE WALK GRADE BREAK (NOT A JOINT) * MAX. SLOPE= 1 V. 1 H. ( ) : 2 � ) GRASS r OF PULL BOX, SAME AS EXISTING. ( EXISTING UNDERGROUND R1-1 (S"fOP SIGNS) n ASSEMBLIES) "�' FINISHED GRADE .; N GROUND ELECTRICAL FEEDS (3 NO. 6 COPPER THWN IN PVC CONDUIT.) • EXISTING, ISLAND TO �BE REMOVED CONTRACTOR SHALL POSITIVELYS.HU7 OFF ' AND TAG OUT POWER IN ELECTRICAL ROOMit TO PREVENT •^�-•-------� TYPE 1 BRACKET BEFORE WORKING ON 48OV. CIRCUIT. �\ .\� ��\� :I s, 4, 5, CONC, - - /\/r PROPOSED EDGE .OF iy ---- - �- CURB AND GUTTER WALK.. (SEE SHT. 1) /�� = - 1l� WELL COMPACTED TRANSITION DEPRESSED TRANSITION I ( I) BACKFILL CURB ►KANN IIUNS �- --- -- 7L= --- S RAMP AT SIDE OF CONCRETE WALK RAMP AT END OF CONCRETE WALK o- %i P 1 QETAIL (WHERE PEDESTRIANS WALK TRANSVERSELY (WHERE PEDESTRIANS DO NOT WALK ADJUST EXISTING PULL BOX TO BE FLUSH WITH SURFACE OF PRO- "LEXISTING LIGHT POLE AND FIXTURES ACROSS RAMP AREA) TRANSVERSELY ACROSS RAMP AREA) POSED CONC. WALK, AND 120 MIN. 70 BE RELOCATED. NO. 5 BARS 5' LONG IN EDGE OF DISC FROM EDGE of WALK. INSTALL TWO- DISCONNECT EXISTING FEED AND NTS ROAD SIGN INSTALLATION DETAILS P DEST A RAMP D TAI WALK IN FRONT OF BOX. TO PRO- NT5 F EDGE 0 ASPH. TYP. �- 12" WIDE CHEVRONS FACE OF CURB CROSSWALKS SHALL CONSIST OF 2' x 8' BARS SPACED AT D' Q.C. (SAME AS EXISTING) _ 4" WHITE 11 .5 ,12 GENERAL MARKING REQUIREMENTS: 00 PAINT - DIMENSIONS ARE ALL BUS LANE AND ROAD MARKING TO CENTERS OF SHALL BE WHITE THERMOPLASTIC, STRIPES, ALL CONFORMING' TO FOOT ROAD AND STRIPES IN BUS BRIDGE SPECIFICATION SECTION 711. LANES AND ROAD AREAS ARE 6* ALL `PARKING LOT MARKING SHALL WIDE UNLESS BE PAINT (WHITE OR BLUE AS OTHERWISE NOTED. .� NOTED,) CONFORMING TO FOOT ROAD AND N BRIDGE SPECIFICATION SECTION 7 10. £ ALL MARKINGS SHALL BE LAID OUT 10' } / WITH TEMPORARY GUIDE MARKINGS STD. SPACE AND INSPECTED BY THE ENGINEER / OR `"AIRPORT AUTHORITY REPRESEN- RESTRICTED PARKING SIGN NTS r-�- n I PARKING SIGN (IYP.J z 3 i i CENTER SIGN ON SPACE o FACE OF CURB > , I e �, r.- t of . ,;•,;. , r . , Misr 1 TING, G P ES ;TRIM 'T FROM KING o0 o 0 0 0 0 0L 8 a 0 0, 0o0 0 0 0 o at , O 20 k o i r l , .. SCALE a FE r' . E STING ENTRANCE TO,'PARKING LOT B , • , R T UNPAVED � •. _ I CUR EN LY ., , t ON WAY RDA k •' TO PARKING LO A,` 1. ,, t ..: i . , -: " •, ,. -. :: ,: ,., \ \ ' • r n { Sim , r. I r , i r 1 L'Y , ... _ • � —'lam+' SA 1 �-= r I }.. 4 1, a ,..'. .✓,_.'] ' ".: . I b.".; „' d '.,i - - r f ' , , •.i ) ,,, �,n t .. 4. 8 T T.1 SLOPElJ ROOF, w BEHIND �n e 1 L i METAL WALLPANEL- ` r MATCH EX15TING , GREEN PANELAT DOLLAR RENT -A -CAR (TYP) 2 -O — Lu �- 16,4 — Lu j A LUMINUM CANOPY- PL LU EXISTING ITN z MATCH EXISTING DOLLAR C FACILITY (TYP) " ,• NEW CANOPY COLUMN ' FIN15N FLOOR A5 D) EL. hD@- r 3 - Y 13'-8': 50 -&'r 5140% I NEW 24' CONCRETE • ,I — COLUMNS -MATCH I L_____ EXISTING (TYP) y 3= , j 5TREET CANOPY51DE SCALE: 1/4' 1'-0' ,F h , i C 1 REMOVE EXISTING WALKWAY COVER EX16TINGz WALKWAY } ; AS REQUIRED COVER TO REMAIN (TYP) a r METAL WALLPANEL- e MATCH EXISTING N- ANE�AT-- 'x DOLLAR RENT -A -CAR (TYP) f .3 Ft J 1'J � � a • n l C i 1 'a. 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STE ' EL' CONDUIT- , , I I � ", I I � � l, ' ' I CIRCUI17S�'SHALL,BE, INSTALLED . ­ I I .1 I - . .. , �v ;,,,,-�,,,r,��'r_ ��!� ­il"�!.�'�-�j�`, , I ", ,'�' " � � , �,'' 'L� '�"_­d 'bRANCH CIRCUITS F�EOING.INCMIDESQENT LIGHTING FIXTURES SHA I � INDEPENDENT' OF'ALL' OTOER SYSTEM$ INCLUDING; TELEPHONE, rrv, CABLE TV, 1 �. I I I . :� I , � , " , I � . I I I , , . I . I I . � � � ''I i I I � I , , .", �. ��;­, :.. � . I I I I , *'�a�,"",�tl;�,,, , ;:,' �; ., � I ,�., - , ,� � , ;. , ,�', - I � I I I . 1. I I . I I . � I I - I 1. I . . I . I � �, I , � I 11 ; . . I 1. . .. . � I � ; � I � I I.,�, . I .1 �,� I I I A 1, - 1; '� ,,,�,� ' ,,� , ',, r,,, I I , �L' '' ,­ �' � I I R O-NDUCTORS' RATED A:r 75' .CENTIGRADE. . . I , 1��, � . I . .� I I I I . I I I � . I I " � ,,,, ,�,;­`.� :� '' ,� 'I "..., 1��11,�?�"'�`�':,,.', , , 13 - a I � ,. FIBER-OPTIC AND DATA COMMUNICATIONS, FIRE ALARM, ENERGY MANAGEMENT AND , I � I I . � I .1 I I .1. " . r I � 0 " I I . 111. � . t ,,- " ,._1, ., . r - �: �',..'k ''I., ,r, I `,'� � I I � . , Er� UN, USING C I , I . , . . . ,. � � �.�",',.',,_o :,i �,�,��_,�, 1� , �, � '� L' - � I .. �'i - L I . I 11 . I . I .1 I .1 I , , � � I . - I 1, r ,,, � , , .. e , !. ' ANCH CIRCUITS � FEEDING LIGHTS, OR :RE . I . I . I I � I . I I !;;�t� � ! I '�' � I � , r, . , . I . � J , , �'. f � , � , -.,'�, !. �, ", �, . � � , , - -PR' ' I I I . ___�� , , , . I - ". "I - , � :l.l,,;,:"i�,� ._ I'll'' ,� 11 11 1; .. 11 I I I I I 11 . I _ . � I I I 1 ! . �, , I I . . RUN . LOW VOLTAGE CONTROLS. WHERE CABLE TRAY AND WIREMOLD RACEWAYS ARE I �.I:,T�.��,�"01.�_ � � " , ��­ " , ., , I � ,� � . � ., I"r , 1 I I ._r I I 1, . . r � � . I . . I � . .- lrr­ . I ''. I ­ . I I I i . � . . I I I .1 � . ­ I i �� , .. _�,, ", / � , lg �, �4�*v 1�lt .i . .?,.:;,- .., ., 11 ,.. , �� "� � � WITH . NQ',L�S' THAN"' 2 AWG' , CONDUCTORS. I � I UTILIZED, PARTITION S SHALL SEPARATE ELECTRICAL WIRING,FROM OTHER I I � . f . � I . , r I ;, I I � I I 11 , - ' I � I I . I I � t � , . �� �� �, � � I ' I I I �, , . 1�1 11 I it i 11��,�, "; " I � �,:. " !,,!�:­. �� �o , I .. I . I I I !, . � I . . I �'V"i �,-. , %P , , , , "�:, . - 1 i ' ' � I I I I � I I I I � I , : I � I . . , il . I . I ,, , . . �, ; 1Z "�,`!�L " _' '�- .� -, -I,- f- CONDUCTORS r-ARE TO BE COPPER TYPE THWN, THW OR THHN. I '. �-_ I I I . I . I . ,� I � �, I . �,�- I " � I �, I _;! �,,;o,,'.!.1, � � - - I SYSTEMS. , I " I � � . � � r I . � ,; �, � , � .1 - ­� , . I . , . . I " I . . .; .; " % - - '_ , . . - I I I ­ � I I I I � , . . e . ,,r ,, ", , � I � I , � '. , � � r � I I I .,. �. ��'_ 1, ,�;t,.V_,,,.,� ',�� 1. I 1, ��% 1� . I I . I I � I I . . � I . I � i,4'14, ','� " ,,, � %,­ � 1. . � I-" _.'_� r �� - " .,.,: 1 9 - �.E.C-.�. REQU�RE '� I I I ­ � I I. I � I . - � I 1. I "I !� ; ,I " ­`,�1'��,�.,,, .,',,,;?, , . ,;j;�� ��,, I I , � I I . , I MENTS FOR' CONDUIT FILL AND' CONDUCTOR DERATjNG -- � . I . I � - " % 1. �.. ,�, " , ,� . , .. I . . I ­1 I , I . ': . 'I',, ­ , �. ,; ... "I � " . ­ % I ': �� _', . �. , , � " � I � ' I . I '. 0 � I . � I I l�: � �? �. r �.N4 � :� . I �� 20 1. " W I, � , .� . L. , I., , , I I � " ;� , r � 10 " , � 1.�: SHALL BE ,STRICTLY FOLLOWED� . I 11 . 12. ELECTRICAL CIRCUITS SPANNING LARGE DISTANCES ON THE'PLANS MAY BE SHOWN . ,. . I . I . I I I .I ,,�,� 1,;.; i � , _ .1, . � � ":; � I . I I . I . t',,�.A,W-,�,;­­�1­4 , - , ,,�:, " . ,cbNDUCTORS 'INSIDE PANELS SHALL . I .1 . . , I I , l ':"� ,�,� ,;*,, r �_ �, . I I � I . � I :, , � � ",._e�� -,., ,­,,", 1, �.,�,; , ,�O ',� ,; lj, . k I , - I I I . I � I - � . I I . � 111. I", �':�,�, I '�;�,�';�'k,��:L�",''�,`," � r ., , I 11 I . � , . . �� ,, , , 1, , �;"-;�, .. I I _-1, I. BE LOOSELY BUNDLED 'TO ALLOW FOR VENTILATION OF CONDUCTORS., . AS LINE SEGMENTS WITH A HEXAGONAL MARK,AT 'THE END OF THE LINE (CIRCUIT . I �, I . I I I -r' I i , .: . ''I . : I , , I , � '. �,Ilhl 1: � r � I . I I � - FEE - , I I I . � 'e,­', �i,,$�l..:.,' "": 7 ", , ! . I I I ' S I I I I I I SCALE I .., I :��,��­ li , I', I , �e,�'_ -, �,­, 1 ,,, I s I . . r ." I I 11 � . . � . I I . , I , " � I �, " � .,,,. 1 " , , , 4, l � . I I I , � " "j. , .. I , ;� I TAG) 1NDICATING THE CIRCUIT NUMBER. I I _�_` �,� � .,�- '' � - , �`�.,�.' , ". ` �,, V : " ,; 1) I. ­`,,,�!' , � ­1� , ,iLAB PENET,RATION HALL BE MADE THROUGH RIGID METAL CONDUIT. . I I ,� I . I I I . I , I?, 'o I 1, 'I, I : . , ,:.. . I . � I I h I . . I . I ". 1; 'j?­,�'_'�',, 'I '' ,'��­' - -�-, I ,�., .", �. . I , . , , I I . . I � � I I 1. � I I � . , � , . � � . 2 1 1 1 1 �:, ; I � ','�,��, ,� �. 4'y)-"­'_�­­t� , �,,,.�,., � " '': 1 � , '_.. - ,. I I � I ;. I I '. I 11 � .1� - I � . . � I I I , I I I f, . . . � . - * , , ��", "l I I " ,� ". � i 1�14 "I ­ - � ­, I , I .1 I I . � I I r I , I � . I , , , � 14 1, " ,� , .,r - , , '' , , , I. 11 "". I I I I I . I . I I I I , ­ � . �, , , � .,.t., !I $�. �: , ""', � , � 1, , � � , ,, I � � � I 1. . . I � 1�, I �`,`c�.­ - , �� . I IS RESPONSIBLE FOR ACQUIRING PERMITS FOR THIS I - INC. ' I . . �� , " , ", .. �': , � *, � ",'� L " , ", I 1 13. ALL MATERIALS SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES, I I I � , I I � . I 1�� , ,. f�.';, ­� 1� I , , , 3 0 -THE � CoNjRApTbR I � . I � - I I .� I . :,� ., 7 � "', . �,L,"_ , , " ,, ), ; � , ., �. " I , , , Y �" , , I , � I I - , % . - - - " ' I I I '_ � I I I I I I I . . . I , I . . . � . � � , I . ,:, . r , , , � , " . � , � I i�'e""�,:�:�,'.�,,�',,,,,�'',.,.�, , ' (UL) OR NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (I,IEMA). ' I I . . I I , .1 1, �. I 1.1, . C, . . � . I I . I � . i �_ '' " ��,��, " '�, , , I � StRUCTION' '011) SCHEDULING APPROPRIATE INSPECTIONS DURING coNSTRUCTION - I r � . 1. r � � le . 1� � I % � 0 MKI111- 11*1 � v-�,,,,, ­'. 1�1:, , , '. .. . , ON . . I I I � . I : I .. I . I . I I I . I I . I I . lllll,;,�, I , :" % , I I "I , . , ., I I � ' ­ , , �� I : I I . I I I . . , ,r. , , . ,. I , ' , "L �'­­ ' , . , I . I , , - ,4�1,,,:',�'­ , ,,� ,�, ,� , I , I TH T ION, . . I � . . � ., , I , , " �;,%�,,, W�:­;, ". � . ill p - ­) , � ,,w , ,-THE AUTHORITY HAVING JURISDIC - . I I � '. . �� = I � j.% ",��_-� "" p, "r ,. ,, , I , � 'A % I , , ", "', " I � I I . I r .r I . � ' T I . � . I I � � . � - I I I I � , � ; , 1 : 4 I , I i , - � �, I � , L , , . , . I � . I � I . � I . . � � � � I . I I � I : . , � � , ,- ,V, ". � t, ,, ­ -, � , ". r I � I �, . I I I , � I 1 4. T SHALL BE NEMA , . . I � ; I � . I I I � . . 11�,r �, ,,�,4,­�, "r,", ,I r . . . �. _ . � ,EXTERIOR ELECTRICAL EQUIPMEN -3R, WEATHER PROOF. � ��, � I I i .. .1 . - . ." , �� I I � I I � I I I I � 11 ,� ,�1'11'1111�'V, : ''I'ti, I ... � _,.�, 1. I � I � � I I . . I I 1, 1 ".., � '' 'i .. , I . I . 1-1 I � . , 1, L� ,'�l,".� I �111'1' � - "': , -,.,',,L' : IS RE ITH , r I I , I -:.� �, "::� �` I z. 11 ._ 1 4� 1 ,.� ,?;�,yr",` I 6 �, ;,., , ,,�2,--�`_, � -, , tpbmSIaLE,, FOR ALL 'COSTS AND FEES, ASSOCiATED'w I : I . �, 11 � , �, YOA,;,�,,,�1:,.�,,� , �.,��, , ". :, � , " , . .1 I � I ­ . � . � .1 ,:, .: . ., . * I I 1. I I I . I . " I . ,� I .1 I I . I _.. ,:,: . � � � �,'_,o�­ �,� ­�,�, .,; I ­ .1 I ,�,., � ' PERMITTING,' UTILITY COHNECTION� '(INCLUDING SERVICE UPGRADES IF � I I � . . � �� I � I I 1. ".: , , '' I r I I 11 I I � I .., � " -� I 15. PROVIDE INSULATED GROUND CONNECTIONS FOR EACH ELECTRICAL PANEL 10 THE . I .1 I , 11, � I , " , � "' %.:� ,,, ,j - " .�, , "', '' � � ' I I I I " - - �, .,� " '. i 0 4, �, , �. 11 � � � I . . I � I I .. I � . I 1, .�, ' - , ,. '. I I � I . % . I _ �'. I . � . , - 0, ,j_. ., r ,,, , ,� '' � 1.� r 111. I."t,"" �yj�;��" '�,' , �' ,,, �,, �,,," . , �, I , z .�-':REQUIRED.); AND 'N'PE'TIQfl"OFr,TH" ,PROJEC � T. . I -r ,THE 'MAIN PANEL WITH A COPPER CONDuQTOR SIZED As SHOWN I . ; ,. � " � "' : " '�.- - I I I S'eSfEM GROUND, A .I.,,�,," ,)�',�r::. - ,I' i� , " � I ,,��L' ,. .�, I . , ,,, 1. I . . 11 , , �', I �, ", :, " , " � �", . , , 1, I I - .� I . . � . I . I � �, � . I '. .11 .; ,,, , ,� : " ­" k, �, - I ,o 11 - ." .,;`�` _�� L I I I ­ . I I . . I I I � I � I I �� . , "',_., , , "; �,y, , " ,� ,.1 I ,�, ,,,, � , '' " ' ' ' ' I I ON 'THE DRAWINGS OR SIZED PER THE NEC IF NOT INDICATED- � I I I I . � � I . � r I . I I . �;� '�,,�; r ,, 'n'. , �, ,1 . I . � I I I I I I I � I � 11� I .,��, �, ­-i".". � . : 5'..: �CONTRACFQR 15 TO CONTACT �, fHE"APPROPRIATE. UTILI1Y COMPANY �HAVING . .: .. r I I . � . . I I I � . . �. � I I I I 11 . � . � . : I � �� I . . , I I - ll � . I � I 11 I I . I � . ,:,., I I - I I 11 I I l , 11 . r , - I - . , I I I I � . � I - , � -, � � � , " ��Ll, 1�� - , "�� - %�,� � , JUR SbItTION1 FOR THE, PROJECT," PRIOR TO COMMENCING WORK. EL I . : I , ,I *-�, - .1 `11, ." l , , ' , I , - " " I "' 1, � , , '. . � I I � �L'­, "'I";' ,,,, , , , , '. l" ". , ".� ''� � I ECTRICAL I I I ­ I I I I I � , ., , ''Y' - , _'I', " 1��,, , , �-, ,,�, - ', , , . 1. I . .1 � , , 16, ALL PANELS, DISCONNECT, SWITCHES, ELECTRICAL CONTROL COMPONENTS (TIME I I I I . . , ;111*_ -1, � I,. I...",. ,.i,.­- :I ,* �` �'I,i '": ,1­ H ENT WHICH . I ' I . I � I I I I '.., I " " ,: � . �­ � . �:� , � ,; ".,� 0 I - I DISCONNECT SWITC .E5, METER BASES, AND SIMILAR EQUIPM , I � I . . � I I , " , , I � � lt,� . � " � - 1�, %, , , , . I I I I ,� . % I" " . �, .,�,'� ? _�..��,�,�. , I. .%�'; � , �,� , , ­ I I I . I CLOCKS AND CONTACTORS), MOTOR CONTROLS AND TERMI�IAL CABINETS ARE 'To BE I . � I I . I � , I '�!,�F, I , �, . I . I �, " ,lin -,._l­,'I,',- - , �., 1, I � 1, �1_ , " INTERFACES DIREqTL viTH ELECTRIC UTILITY COMPANY MUST HAVE APPROVAL OF ­ . I I . I . I I 11 � 1. . 1 I � � I I I I .� 11 . �'. ", ,� I . I . . . . I 11 , I . I ,� . I I I I . I , , � . �,,, � ­ ��,, ,'' �- ,,�, �`.�. " �, . e " 11,c ��, :, " ..� ',:- � ly ' FURNISHED WITH A IDENTIFICATION NAME, PLATES INDICATING FUNCTION OR . I �._ I I . . I . '� � , � �,.� I . %!�, , 'i, " ", : � �, I, 1, ", 1� , , �, !� YPE. - 1� I I I I -_ - I . . - . I I I I � . ­ I ­� 1!t', .'p I ,',�, �, , COMPANY FOR MANUFACTURER, Af4D T I 1 :4, , I I . , I- . - .1 , �, " - I 7 ;,"THE, UTILITY � . I I . I I I . . . I . I t�� ". ,,Q;;,,`,V­ " , � , . ,�. 11 1, . . I . ; ,� , , �i , " � "", `� " 411�, ,; �l� I .� I . I I 11 I I ,� I I . PURPOSE, VOLTAGE AND DESIGNATION, REFER TO SPECIFICATIONS FOR , . I I �_, I . I . I I I I ... I I . . I � �'. � , ,. . - I . I . I "I �. 1, f ., ,�,;�., �,�­- � 1 . � �: � , . .1 �. I I . I , � . I 11 1. I I .1 , , '' �,�'��' �,,� '. '�� I I,. I .l.11 I : ,,, . .1 � I I I , I I ,�,, ,*, ,�_!,�.-�,,�,. , ; . , - . ADDITIONAL REQUIREMENTS, � � � I I � "I. ­ � � I . I I � I . � I �,�;,..'' � ��, ��-,,! �,`. ,�-C: -, � ,��', I �, VENT F'CONTRADJCTIONS, ON'THESE 'PLANS FROM SHEET To SHEET, '. . � I I � � 11 ­ � ;� ,� "I' 1, ' , " 6 ' � ',,� IN TH'E ` E' 0 ' . � , . ., . I I I I - I I I I I . I , � I I � . I I 1. I , I I , ., " �, , 11 ! , I . I - "I�.t�,�li,.Y,l"",��,',""�"", ,, :, -1 . ' '� - 'A _ELEd RIC I , 11 . . . I I . I I . � I., � : i,�, �i , ", I .. . 11: . EEN' r � I 1�. , . I I I I I � I '-',,,'-.' J�'4,l�,',��,'�I!` `�­�": : ' ' , ND/QR, BETW 'AL SHEETS, MECHANICAL SHEETS, ARCHITECTURAL I I � 17. ANY CONDUIT PENETRATION 0 . F THE ROOF OR EXTERIOR WALL is 'TO HAVE WATER- . __1 , . . I I �, I I I . I . I , � ' , 4 �,: i ,, "I . . I ' . . I I ! ,, _'�_.. '�,.,,%, " , " .,­ Y�,�'.. ." _ 11 . I ,� . � i I . . . ,, I I I , I 1� , - 111� ­�,,.,� "I .'' 1'�., , ,; " ,�. ,',,. . � .. AIND/613 "b-ft, 5HEETS, - THF, CONTRACTOR SHALL. INCLUDE IN HIS 810 THE COST . . 11 I I I � . I I '. 1. I .�: � I ., i I 'I, 1 ,,v�',',, 1,�,-.�­11 � 'TIGHT FLASHING, APPROVED BY THE METAL ROOF MANUFACTURER. I . I I I � I I . I � : � � , �, �:, , I , , .! ­ , I ,,, ," . "' "I, "� * ,� .1.11.­�.,�,", �!a­ , . �" ' ' ".- " I I . : , .., . I . . 11 ; I ,;� ��,, ,��",:,,4� �';�'.�.�`; "'_'i�" ,,�,, , , � � .", - " � OF 7HE:i MOST � RESTRICTIVE � (COSTLY) AcriON SPECIFIED, ALL DISCREPANCIES I � 11 � .1 I �� .., I I � . I I I I 11 I I ,,, � I I - I �., ,� i " I..; ; ., �, I. , I � �';,���,�,�,.,"�,4�� :, '_,�' Z", , , , � � .", � ' I I , .. 0 I - - � I . , I . I . 11 , �, I I 1, I A �`,,,�1,11` ".-I - -, .1, ­;., , ". , xz., I OUG T HfTECT, AND ENGINEER'S ATTENTION PRIOR TO THE . ' I I � � f � , I I I . I 11 ?, , ,,,, � 7 : el�,;, ,1� I � � - 1? - "' , "'i ; . HALL,;BE �BR ,'H , TO THE ARC . 1 18, PULL BOXES SHALL BE LOCATED EVERY 150 FEET OR AFTER EACH 'TWO . I I '', _�� � � I ; I : I T , , I . I �.,,,, 1. - " ,, ,"o �'� I . ,, 11 -1 *TO BE ., I � I I � 11 I I . � . � I . - I I . I 1� ,� , � 1�1 I I I I I I , , - , , � � . ; - �� "" " _`��` � ':: �' , ,", ,''", -',,. PRE- CONSTRUCTION CONFERENCE, ,FOR 'CLARIFICATION, OF THE WORK I I I '�_, 0 1 .- I I, , ;i"�, � I , I,` - . , , 1. ; ,,,,,,,,,,,, ,., " _� I!,'':," �,'�!, _, j . ;. . 1.�., j I I � . , CONSECUTIVE �90 DEGREE BENDS. � . ,.,,,� ;�',"j�.`,,'j,;'r" I , .o,�, , -. , ANY COSTS GENERxrED -AS A RESULT OF FAILURE ,TO IDENTIFY . I 11 I I I " '"' , .�:�, �'3�_' , '' , , . r i I . I- . . 10 I . . I 1. . I , I � r'� ' �.: � '' I PERFORMED, ". � I .. I . . � , - �1.1' I 1� �;, I ��"-�,, /.. .:,. 1 !;� I �l'; 1� i: e.,:,: � , 1� I I I __" I �!! : I �� ,`,'� � � F, I ., I I � I I 11 7 , 1. . '�, 1:11 ,,�r,,,,, : � I " I., I �. �, � 1, � �,�-� 1", *, I _,-i .� . ��., . I ,� � , THESE DISCREPANCIES SHALL BE THE RESPONSIBILI17Y OF THIS CONTRACTOR. � T FIXTURES SHALL BE EQUIPPED WITH LAMPS. I , . I , . . , ;, ,, �",e, , , �'�, '1' � ,.,, �' , .,, " . . I I ;l' , . , r I .� ., . . �� I 1. . 19. ALL LICH I . , "", - ,�� ,,;o,,,, r: _;"ll I I . I I I I I :l I I - I . I � I I I I - I I .1 ,,,, �,','j I _­1 il, � . %'r "., ,,, � � . I I 11, I ,��` l�,, �� � �,', . .�,.� , 'i, �', ? , , .r ,. l� .11. 11 � I I ,r I . � . . — - -I-, . . . t ` , " , ,.,� . " . . , , r , . ., .�,:, �., , . . I I .1 I . .i I I I I I . � . I . I ,. , , " , ,,, , " i, � �! ,�'. '' , , , . 11 I .1 11 I I 11 . I I I I I I I 1___� I - i I � I I I 1, ". , .r�, � �'.. � '', ,��, - 1:�, ., ��,,;� �� � i .... .. � I I I I I I . I , 11 111.11, V.- - - ", . . . 1, . . ,al... ­ , ,r,',,,,. , , . I . I I , g 1�,�".,�, .�� . , t, - � ,,,r, .'.I ?,;'' j.. - THE � SUBMIS51ON OF A, 61D OR -TO A DESIGNATED . I 11 I I 11 . I I 1, . . I ; I I I I , ­�, . ,_, I 11'.�1'1'el,i :� � I- � 1 ". ­. , �.., ,� I 4.�­. , .7. � , PROPOSAL WILL BE' CONsTRUED'AS EVIDENCE THAT 20. EMERGENCY EGRESS AND EXIT LIGHTS SHALL BE CONNECTED . I . I I �, I � . I � , , " , � �': " _�, "' `�'�, 11 I 1,w,�,4�1� 1 ,­-,�-­ " ., �, "�­ " I',' I . I I '_1 I . I � " � , , , 1, _ � 'i 'rl , I �, ,,�-k , t ?,�, " , � . , �; , ,­_., �, ''.., -TOR HAS'rAmiLIARIZED HIMSELF/HERSELF WITH THE PWIS, 11 LIFE SAVETY CIRICUIT ORIGINATING FROM 'THE GENERATOR POWER PANEL. " I .. � , � I .� . _'. � r 11 .1 .� �'.".'�',�',�;`,,.!, � ,"': , - " THE,,�'CONTRA(� I ­ I . � - - - — : I . . � 1 . I 1 ,,� �� " " � 1 ":'p- I . I . , . I I . � I 1. I I I � . I " , " , ,� ,,,��,,,,,. ,,,,,;,,r�.,,,.,, _ I �, , k " ` I I IIJ "' ' ��` � * �' �a ' , , SPECIFICATIONS AND BUILJOING ,SITE, CLAIMS MADE SUBSEQUENT, TO THE �, � I I . I I IN I I � I., .1 1, 'I � � I ., . . . , r �.,. . - ,a, -;- l., , , 11, " , , ., � , I . . . - � ,� I -! %_ " .11 ,, � l," r",,, ,' I I I . �� , I �� r , I , , '�'�rj " . � ,,,, , 1, I I , � '':� :, ,,, , , , . 111'��, I ,,,,,,_,, r I . I I . 1, � , `v �'r' , , � <40-111- � ":, '� �'. ,�, 1 �" ;-1,11 ��:,,`,,,Ir,,,,�, '' , I , � I I I .. , �", .�'11_11. ll I �;: - , � PRQPOsAL` FOR, MATERIALS AND/OR . LABOR DUE -To DIFFICULTIES, ENCOUNTERED 21. EXTERIOR ELECTRICAL EQUIPMENT CONNECTIONS SHALL BE MADE THROUQH . I I 11 I ,. . I 1. . I , � I 11 , I , - I . . , �, 11 s', . � r ., � 1, I ,� 1, I N - �< r��� 'i-f��','-�,;�'��,:""�-:.�,',�'.., 11�1�.­ 1. � I r I I . ­ I. 1. 11 ,::", ',�,­­­­,, I � � I I I WILL NbT' B[ .RECOGNIZED,' UNLESS DIFFICULTIES COULD., NOT HAVE BEEN . I I . . , 1, r, "", , , , 4 "t# '11, 1, .1 � � ,�:�; :, !,� � I FLEXIBLE SEAL-TITE CONDUIT WITH A INSULATED GROUND CONNECTION FROM THE i � i I I—- �. I "A""'.." t�. , 11 ,,, " �, I I I I . . " , Ll I 1, 1 1�j."­'­. ­ "'', '� I � � r_ I I . I � I., ", lt'v . ,,��,�,,,,�.�,,,,�",,,"-'.�!.�: , , . - - - r . 1. � �- "'r k� " 1, "" ;,4 , , , �; ., ,_ " : ,r '' �. I O GH PROPER EXAMINATION HAD BEEN MAD' 1. PANEL/DISCONNECT/JUNCTION BOX TO THE ELECTRICAL EQUIPMENT. I I � � I . I � " I � I I ' � A ,, o . , � , I �. . , . I I � 1. � I I ; 1 . . � I . I I . m I . - I I � I , , � " � ;;,'] � � : I � � �1; I , I , � , �; I . I . I . I .� I � . � 1; . I ; I , , � ,, . , . � � , . , � , l . I . . . , , , " ;� , """', 9" ?�� I . � 1, �1 , , . , I I . .1 ,I i . . I I , I � , , , I I , , , . ,� , . I - . r , � I � * , I I I I I , ; � I . , "O ��, " , I " � , : ,e . 1! I I I , �,�,, , :; .� , , : � , , . - . � � I � � ., , , jj , . " � ; ' ' , ' . r I I I � I � . r I , . . . . . I � � . " , ,� � - ,��,��,,, , . , . � I I . - . , I I � �� 4 � ,,, , " � , r ,� " � 'I I I � , I _, , � , , , , '4.', ;. " , � . I I . I I I I . . . � I . . I . 1 I 1 I I - , � . . ,-�j r , , � � , , . I I . I I I . I I . I . I I I � � I I I � , � . , - I I I 11 I , � � . 1� I . I I . 'r . � ., � , � � I � � , i . I �� ��4 , , , ", !y � i. " �! " : i I , I I � I � I � , � " � I ., . . , � � , - � , I I I q � L I I I � , - � . ':� , � ,,� ,,, , ,� I , � , ,� . I I . I . I I I I . i . � '! , ,� , , - I � r % .� , ., , % , � . i , , . . , l , 4.�. �", , . I , ; I 1� , . 1 . I . . I . I . r . I . . 1 c3 4 A . I 1, I % '_'_ ,� _ , , ., � ,� .. r. .a , : ' - '. ' � . I . I I I I � I I I I . � ` , " ,� : ! . . � , I , , . ,� � /, , I I . , ; , , , . ,, I I I � I : , I ., :. � ,, -, � I I " . I I � : � r I I I " - ,� . ." i , I . . . 11 , � .. � . � I I I . � � t .�, 4 � I .,'r�'� ' . . . . �, . . � . , , I . I . I I I I I I I , 1 , I � � r -,�`N_j ., ,k�, f'." , ': - � . I . . I I . I 11 11 I I , N I 11 i ill L L____ I I I ; � � I I I 0 I7 1 (Lcd ZONE DATE CONTRACTOR ADDRESS PHONE # LOCATION I� . ����-� OWNER ADDRESS PHONE # -)- PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR PHONE # MECHANICAL CONTRACTOR wnri0CQQ PHONE # _ MISCELLANEOUS CONTRACTOR nnt)RFSR SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (�) FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: cd SUBDIVISION: PERMIT' # l 6 LOT NO. !� (1 cr- .BLOCK: JOB - z _ SECTION: COST $ � � � � <---> SQUARE FEET: �L FEE $ MODEL: STATE NO. OCCUPANCY CLASS:�iYlir�y� ' FEE $ FEE $ FEE $ INSPECTIONS TYPE MATE OK REJECT BY FEE $ — ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE V ro 0 U 0 �t a a 0 CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS ONE RED CLEVELAND BLVD-, SANFORD, FL 32773PERMIT NUMBER Total Contract Price of ,dab. '$33101 Describe Work :.T.i7.40 r_'i�0(� en ('Z_ Total Sq. Ft. 1,500 Type of. Construction Renovation Flood Prone (`!- Number of Stories 1 Number of Dwellings N/A Zoning Occupancy: . Residential Commercial XX Industrial III NO LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER p-20-31-300-0010-2960 801 OWNER Orlando Sanford International, Inc PHONE NUMBER 324-9681 ADDRESS Two Red Cleveland Blvd., Suite 210 CITY Sanford STATE FL ZIP 3277 TITLE HOLDER (IF OTHER THAN OWNER) Sanford Airport Authority ADDRESS One Red Cleveland Blvd. STATE FL ZIP 3 7S CITY Sanford BONDING COMPANY ADDRESS CITY STATE ZIP ARCHITECT Dayid Coventry,.Callcott Anderson ADDRESS Ihe Mill House-5th Floor, 8 Mill Street CITY London STATE ZIP SE1 2BA MORTGAGE LENDER N/A ADDRESS CITY STATE ZIP CONTRACTOR Mark Construction Company PHONE NUMBER 407-831-6275 ADDRESS 1969 Corporate Square Drive ST, LICENSE NUMBER CO258 9 CITY STATE FL ZIP 32750 Longwood **************************************************************************************** Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL N THE REQUI'�);MENTS OF FLORIDA EN LAW, FS713. OWNER OF THE PROPERTY OF Signature Owner/Agent & Date S gnature of Contrac to p 'O N rr Frc iV p a rn w - H N Philip Todd Jorgensen, Vice President 2 �� d ai Type or Print Owner/Agent. Name A""AeVP'9FW"'P 1o/1 0< ignature of Notary'& Da Type or Print Contractor's Name �-�-y ` O Signature of Notar & Date p j (official Seal) / .�y,AYPVp��U 1<RiSTIE L ME$ QW0"" 6RENDA R. STUMP my Commission Natory Public - State of Florida Expires gop, Ot, 2001 My Cornrnission Expires Sep 23, 200I Bonded by HAI Cornmission # CC68309/ e�n� $00 Q22-1555 Application Approved BY: Date: to FEES: Building "' Radon Police .-^ Fire. 1 / Open Space - Road Impact --�-� Ap lication PERMIT VALIDATION: CHECK _ CASH DATE BY r ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY `PAX OFFICE) GOLD AO. ADMIN) J r N �.. c1 **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE f N t,uw- VAP �betAIOV 5MCCW"t,� ot-i 6tIAD (p, L0 --- all6 waw' inN,�A-k elwlel sC:CTort AA 0�.uv- SECT►CTN %bbl (SCAJ� 1: sod vsAU. i 1 NthN I'�LU� �L V 1L v i IM . I 1 — - + + — I wl' mot, ►���t{ g,LL%- -VMM ttNr--" ?:UtXkAt�j>- r �1ZpN1....COt...UMh1 �i�f10� I I To Cote.- I�� off' CO uMl-�'r7 I I �',t�tat� iN �iC vt�.l�t. �tNtyl-1 li�Ll� �/ttyY� R'�i4 C9t-00c I - I � Bw>✓ - {�c�aF1� ZS�lC I f-LWR PU%" �a. • WAI,l�7 �il��Fl fio t� �C v►�(T- - A1A- CSJLUN i- j -p m fr IN1 i�7 FAA-i - bF7 V-Iltq�17 - Cori -Ili? PRIaCz � pA,rYj�tJC�,. 4 vOET cj&1- r-pce-" -vc) MAgv vU"�l_ . •..CL'� (�sl�7�Ct�UM1J O j r�l.L �%ItsY7F��D r*6 "tC*, /S,-A . MEM imi "T u& I It it C �8 to rnnn 11 5 mm t o mm 'AKOV-1e g1G V11" To-- 11 XTT AIL IA 1: ?-0) i � � E si-Yt�►t� \t� io v� GoWMN ���� Lr �IQ !)Ecvo I C , (5cAt, i 50) 1.7 - ------------ 1—. 1 I t - TO R RI✓-�.C�P�(FS� -p AU.c I r— - m r-- Lr ro L-L 0 0 a D o 0 -- ° -0 _-r ' — 74 OK� vI It of -- - �1 � 0 _ — o — LL o KurL� TD cm111Q1',- PLA". �� ► = �o� `!16147- L-7 Litt � To HAS UASN-> cA&WAm, rv.00 trl/�tzM HtT� -m mou t"rrt_ AtVI VW 'r o� � Sw�C �Y��t� FtCIWG v ccoL WNW ' �tJCnt ot; P,t���M '•1 jDCTZaAe-`( l"�b ?T" boo -F�1 dX k5 8 V o Ap�i'(lo►�AL P�IM�L l 'zUI.KHGA� �'cl�Ft� �-k � #�►T 1 - N Jly 4 o i I CALLCOTT ANDERSON IDesign Associate� I CLIENT: -1r -� PROJECT : ID DO DRAWING TITLE : DRAWING NO. Ac6Z / I o SCALE : I : - 5 - t : ZO Sth Floor The Mill house DATE: l� Y S Mill Street V _ `� rn& London SE1 213A CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. FIGURED Tel '+44 (0)171 237 6736 DIMENSIONS TO TAKE PRECEDENCE OVER SCALED 1)1MF,NSIONS. THE COPYRIGHT OF THIS DRAWING IS Fax +44 (0)171 237 0625 RESERVED. THE DRAWING MUST NOT BE DISCLOSED WITHOUT AUTHORITY. DO NOT SCALE. 114 ZONE _ DATE .� T � l j CONTRACTOR ADDRESS 19 CLy �r PHONE#�"C��i �- LOCATION c;s OWNER ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE #. MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO, SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS (��) ARCHITECTURAL APPROVAL.__ DATE: PERMIT '# K- �24/ C2 JOB d-(d- • W(LO COST $ `-� , FEE STATE NO. FEE $ FEE $ FEE $ SUBDIVISION: D--- LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS I TYPE DATE OK REJECT BY FEE $ ENERGY SECT CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE as r�r CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS Red Clevela d Blvd. Total Contract Price of Job Describe Work Interior r Type of Construction Number of Stories Occupancy: . Residential LEGAL DESCRIPTION TAX T.D. NUMBER OWNER ADDRES CITY PERMIT NUMBER qW-aYk Total Sq. Ft. Flood Prone (_ Number of Dwellings Zoning Commercial x Industrial lease attach printout. from Seminole Count Sanford 'International, Inc. Otae-Red Cleveland Blvd. Sanford STATE (NO PHONE NUMBER 324-9681 ZIP TITLE HOLDER (IF OTHER THAN OWNER) Sanford Airport Authority ADDRESS One Red Cleveland Blvd. _ CITY Sanford -�--^ STATE FLZIP^'-- ZIP 32773 BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE ZIP ZIP ZIP CONTRACTOR Mark Construction CompaLay PHONE NUMBER 831-6275 ADDRESS 1969 Corporate Square Drive ST. LICENSE NUMBER CG C001227 CITY Longwood STATE 1'L ZIP 32 50 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Qonstruction and zoning. A COPY OF THE RECORDED COPY OF' THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMI/T,��S VERIFICATION THAT I WILL NOTIFY HE OWNER OF THE PROPERTY OF THE REQUIREMENTS �FLORIDA LI LAW, FS713. ******* ******************** ***** ***** ***�f*,r ********** y ro z Q H b a� U 0 a a 0 I w 3 p 1 z �Q �1 N r G o �-, o ro In o 4J �A 04 ° a zEms+ ��' • zi - /i--'" m ran a I o n Signa e of Owner/ e� & Date &'n.ure of. Contractor & Date o a'< odd Jorgensen, Vice President H z T�P'or Print O ner/A ent Name'Type or Print Contras or's Name d � (D f. �.L t✓ : ti i ature of. Notary & Dat Si ature of Notary Date ~' p (Official Seal) rt I BRENQAq. sruW F t tc y f upli--3t(oeOf HoTfcica r KRISTIE 1 DYKES CC666687 0 My Commissign eked Sep 23, 20 1Ei3Q`i7' WMy CommissionGommissidn 4 C�6'�c+expires Sop. 01, 2001 BoWad by HAI o 800-422-1555 Application Approved BY: Date: '-7 o FEES: Building C r6%naoo RadoPolice Fire a !` Open Space Rooaa Impact A plication / a 6�.V PERMIT VALIDATION: CHECK ( CASH DATE '7 � � BY t7 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFF CE) GOLD (CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE _ I IOCATTO['i 4F E G- r0l"A-Un l OF UJALJL ~ /44U HTED .fit'!NCRS TD EE J3CL'AEb 16 • q 6.v, iPx• g7 Tr�,�� . :5� ZE SOD,--- / X ISQQ >. PKDR 4 e PPKTInGC{� I f � F(1U?E. T-^ L_J I _� L_ I 1� t i i m SIDE ELF-MT(OK OF A • L � (Do �-CALL-. $ �J DESK P(3Slli0N OF L1C-.t-rt�0� "C� SlS SIZE C I110 x �40, ) P Pc c(toNSro F:E FAE-T71111ED TO WP SEE f>"G. NI101 z3c--loz. 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Copyright Is reserved by them and the drawing issued on the condition that it is not retained by airy unauthorisec person. It nwy not be reproduced or disclosed, either wholly or in part without their wrier consent Dimensions rnust beimiffed on site. Do not x4le oft of this drawing. refer also co writtenspecificationwtxreaproprwte. ...__.._ i OF EXlST1NC-: - QLWAN LLAMtMC, HOOK DQpJL 1D To ED�E ArruED fMN - Td EMSTINC. CDf-vmm aADDim �MM _� i -- s 'mrut'Er- TUISF- L- - --- Tb bE FALE - F (xEZ) A-, i TMLLE-`-t ,In KE - H ElL-tf F r �ICgZ.-ti �DEI� L , 4� C�JI...UN�ht FAT r . N T"S • SH1'�G�OUV C-�' �t5T1NL C..>E`l.Ut�(G (iL�, APM . SIZE - DEPEWEXT UPON W(M OF ExJSUNL COLUMN CLMMING . 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REVISION 0 0 0 0 0 0 0 0 0 0 This drawing is the property of Adam Rawls Associates United. Copy ight Is iemwd by them and the drawing imed on the condition that it is not retained by any unauthorise• person. It may not be reproduced or disclosed, either wholly or in partvdthout their writier 1 conxnt. Dirnenaons mist be verified on site. Do not scale off of this drawing, refer also to mitten specilicationwhere apropriate. 500 LQ_vM_1NL_ rba-Um L)T- tmp _+w rmK5 6:F�s F1NtiL- I (DED No. , FWD EANKETS To rE mv(DED -.NOTE. -_ t\M,4,L UZE OU FYAE)� '[!AWEr TD EE w x-� M 560 BYAEX_ _[D W[Qj H6LE---) TO EE Dl,?-\,. CEN-MED W" F(Y\tM(-- Ei5 Fr__6tAT_ -"UMED F7110A _Vs I WO 0 �o M-M r-MKIA IFLM(--t5 To C)KL C-DGE AND WR(!EIDES AU_,=Nf) ARD FOU-SFET) FWAEK DATE AMENDMENT ravvis ...... & company 7 TIDEWAY YARD 125 MORMAKE HIGH STREET ........... LONDON 5W14 USN FACSIMILIE: 144 (0) 181 070 0166 181 392 U721 M ISDN: +44 (0) CLIENT j. PROJECT .... MPM . ........... , � M \ ...... I ..... It DESCRIPTION I)ET.NLS 6r'w'AU_-ft0fflD .Nf(....................... CM .......... DRAWN BY DATE — T111\ I ';�z - W, I OE DRAWING NO SCALE - Z3 6?; /0 �v/ �I REVISION 0 0 0 0 0 0.0 0 0 0 this dravving Is the property of Adam Ravvis AssociatesUrnilid. Copyright Is reserved by them and the drawing' Issued on the condition that it is not retained by any unavd"ised person. It may not be reproduced of disclosed, either wholy of in part without their mitten consent. 0im"ons must be vedfied on site. E)o not scale off of this drawing. refer also to mitten specification where opropriate. FA PERMIT ADDRESS rr11 tJ� CONTRACTOR( - ADDRESS T V ocx 3 Ve\+(o� PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER bLl l -7 `1 -16 2-,� SUBDIVISION So� A PERMIT # Q� DATE PERMIT DESCRIPTION �eC PERMIT VALUATION SQUARE FOOTAGE ELECTRICAL CONTRACTOR _ MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR T PERMIT NUMBER FEE _ MISCELLANEOUS CONTRACTOR _ PERMIT NUMBER FEE r GENERAL CONSTRUCTION NOTES: A. GENERAL NOT ALL OF THE FOLLOWING MAY PERTAIN TO THE PROJECT. 1. WORK COVERED BY PROJECT DOCUMENTS: THE WORK OF THIS PROJECT AND AS COVERED SOLELY IN THESE PROJECT DOCUMENTS CONSISTS OF COMPLETION OF ARCHITECTURAL AND ELECTRICAL RENOVATIONS TO MAKE EXISTING SPACE READY FOR THE PLACEMENT AND OPERATION OF OWNER SUPPLIED EQUIPMENT. 2. CONTRACTOR SHALL HAVE LIMITED USE OF THE PREMISES AND THE CONSTRUCTION OPERATIONS SHALL ALLOW FOR PUBLIC USE OF THE PROJECT SITE TO CONDUCT THE BUSINESS OF PASSENGER TICKETING AND OTHER GENERAL AVIATION PURPOSES. 3. COORDINATE ALL OWNER'S WORK WITH THE AIRPORT GOVERNING AUTHORITY. 4. COORDINATE BADGING AND SECURITY CLEARANCE REQUIREMENTS FOR ALL CONTRACTOR EMPLOYEES WITH AIRPORT SECURITY REPRESENTATIVE. 5. DURING HOURS OF AIRPORT OPERATIONS, TAKE ALL CARE AND PRECAUTION TO SEPARATE IMPACT OF WORK FROM THE GENERAL PUBLIC. CLEARLY MARK AND CORDON OFF FROM GENERAL USE THE CONSTRUCTION AREA PERIMETER. COORDINATE ALL BARRIERS AND INSTALLATION WITH THE AIRPORT REPRESENTATIVE. 6. KEEP PREMISES CLEAN AND FREE OF DEBRIS. THIS MEANS BROOM CLEAN AND SWEPT AT THE END OF EACH WORK TASK. 7. AIRPORT MAY REQUIRE THAT WORK BE PERFORMED AFTER HOURS, ON HOLIDAYS AND WEEKENDS. 8. OBTAIN ANY NECESSARY PERMITS AND LICENSES. THIS IS SOLELY THE CONTRACTOR'S DIRECT RESPONSIBILITY. ARCHITECT WILL BE AVAILABLE FOR RF I'S. CONTRACTOR TO ABIDE BY ALL CODES IN FORCE AND ANY LABOR AGREEMENTS AS EXIST AT THE AIRPORT. 9. COMPLY WITH ALL EXISTING ENVIRONMENTAL STANDARDS AND LAWS IN REGARDS TO AIR, WAFER AND DISPOSAL OF ANY HAZARDOUS MATERIALS TO BE DISCARDED OR USED IN THE COMPLETION OF WORK. 10, INTERRUPTION OF UTILITIES AND SERVICES IS ONLY ALLOWED IF SCHEDULED AND APPROVED IN WRITING BY THE LOCAL AIRPORT CONTACT. SEARCH OUT ALL UTILITY SOURCES TO LOCALIZED OUTAGES. MAKE REQUEST NO LATER THAN TWO DAYS PRIOR TO WORK. 11. MAINTAIN AND SECURE ALL TOOLS AND EQUIPMENT. COORDINATE WITH AIRPORT MANAGEMENT IN REGARDS TO ABILITY TO STORE SAID ITEMS. CONTACT AIRPORT MANAGEMENT TO ARRANGE FOR ACCESS TO ANY SECURE AREAS. ALLOW ONLY BADGED EMPLOYEES WITH CLEARANCES APPROPRIATE TO THE SECURITY LEVELS INTO THESE AREAS. 12, COORDINATE BUILDING ACCESS WITH AIRPORT CONTACT. ALL CONTRACTOR EMPLOYEES ARE TO ENTER AND EXIT THE SITE SOLELY AT THE DESIGNATED ACCESS POINTS. 13. RECORD DRAWINGS: MAINTAIN AND UPDATE RECORD SET OF DRAWINGS FOR THE PROJECT WORK. SHOW ALL CHANGES TO ALL AREAS OF WORK AND SUBMIT TO THE ARCHITECT FOR USE AT A FINAL PUNCH LIST REVIEW. AT PROJECT CLOSE-OUT PROVIDE A DISK MEDIA CAD/CAM SET OF DRAWINGS AS PART OF CLOSE-OUT DOCUMENTS. B. PRODUCTS AND MATERIALS 1. SALVAGE AND STORE ANY EXISTING MATERIALS REQUIRED FOR PATCHING WHERE MATERIALS ARE NO LONGER READILY AVAILABLE, 2. DEMOLITION MATERIALS NOT USED ARE TO BE DISPOSED OF BY THE GENERAL CONTRACTOR IN A MANNER OF COMPLIANCE WITH ANY JURIS DICTIONAL CODES OR LICENSES. 3. USE ONLY CLEANING AGENTS AS RECOMMENDED BY THE INSTALLED MATERIALS MANUFACTURERS. AS THIS IS A PUBLIC FACILITY, REFRAIN FROM USING PRODUCTS OR PROCEDURES WHICH CREATE CONDITIONS THAT ARE HAZARDOUS TO HEALTH. 4. ALWAYS MATCH EXISTING METHODS OF FINISH AND CONSTRUCTION UNLESS SAID CONSTRUCTION IS OBSOLETE AND A NEW METHOD IS REQUIRED BY DESIGN. 5. ALL NEW MATERIALS SHALL BE CLASS A "TO LIMIT FIRE SPREAD. C. HAZARDOUS MATERIALS 1. ALTHOUGH DURING THE A/E'S SITE SURVEY NO HAZARDOUS MATERIALS WERE IDENTIFIED, UPON SUSPECTING A HAZARDOUS MATERIAL (ASBESTOS, LEAD PAINT) IS PRESENT AND WILL BE DISTURBED DURING INSTALLATION/CONSTRUCTION, CEASE ALL WORK AND IDENTIFY SUCH TO THE ARCHITECT IN AN RFI FOR RESOLUTION. THE AIRPORT AUTHORITY WILL PROVIDE A COPY OF AVAILABLE ENVIRONMENTAL REPORTS ADDRESSING PRESENCE AND/OR PREVIOUS ABATEMENT OF HAZARDOUS MATERIALS WITHIN THE AFFECTED AREA. D. EXECUTION 1. THE GENERAL CONTRACTOR SHALL ACCEPT THE WORK AREA IN EXISTING CONDITION AT THE TIME OF WORK. 2. WHILE WORK IS UNDER PROGRESS, PROTECT THE FINISH OF ALL AREAS ADJACENT TO WORK AND PROTECT PUBLIC AND EMPLOYEES FROM HAZARDOUS CONDITIONS. E. DEMOLITION 1, THE DRAWINGS INDICATE EXISTING CONSTRUCTION DIAGRAMMATICALLY. VERIFY AT THE PROJECT SITE EXACT LOCATIONS, SIZES. F. FINAL CLEANING 1. COMPLY WITH ALL MANUFACTURER'S INSTRUCTIONS FOR CLEANING. ONLY UTILIZE EXPERIENCED OR PROFESSIONAL COMMERCIAL CLEANING COMPANIES. 2. CLEAN AND INSPECT WITH AIRPORT CONTACT PRIOR TO APPLYING FOR CERTIFICATE OF OCCUPANCY. 3. REMOVE STAINS AND PRINTS FROM ALL EXPOSED SURFACES. 4. LEAVE PROJECT CLEAN FOR OCCUPANCY. GENERAL DRAWING NOTES: A. GENERAL 1. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 2. DETAILS SHOWN ARE TYPICAL IN NATURE AND ARE INDICATIVE OF PROFILES AND TYPES REQUIRED FOR THE WORK. REMAINDER OF THE WORK IS SIMILAR IN CHARACTER TO THESE DETAILS. 3. MATERIALS AND SYSTEM NOTES ARE -TYPICAL IN NATURE AND APPLY TO MULTIPLE DRAWINGS. NOTES ON ANY ONE DRAWING ARE -TO APPLY TO OTHER SIMILAR MATERIALS AND SYSTEMS UNLESS NOTED OTHERWISE. 4. COORDINATE PENETRATIONS AND SLEEVES WITH TRADE CONTRACTORS INCLUDING BUT NOT LIMITED TO ELECTRICAL CONTRACTORS. B. DIMENSIONS 1. ALL DIMENSIONS IN FEET -INCHES UNLESS NOTED OTHERWISE. 2. DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. 3. VERIFY DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. ORLANDO/SANFOR--'D SFB NTFRNAT ONAL A F PORT DOT /T��,�, EC�._�/__rD DEPLOYMEN-F PROGRAM X HOMELAND I-DECUR TY SHEET INDEX SFB-A4.2 `' rim I ..� % .. X. I .� ! �u1sum hl InhiMin KEY PLAN 1 SCALE: 1 "=100'-O" ARCHITECTURAL ELECTRICAL SPECIFICATIONS SFB-A0.0 COVER SHEET SF13-E1.1 ELECTRICAL NOTES SFB-01-0010 SPECIFICATIONS SFB-01-GO18 SPECIFICATIONS SFB-A4.1 TERMINAL FLOOR PLAN 40-40-20-- SFB-E3.1 ENLARGED ELECTRICAL PLANS SFB-01 -GO 11 SPECIFICATIONS SFB-01-GO19 SPECIFICATIONS PROTOCOL POST-TICKETING-SFB SFB-E3.2 ENLARGED ELECTRICAL PLANS SFB-01-GO12 SPECIFICATIONS SFB-01-G020 SPECIFICATIONS SFB-A4.2 TERMINAL FLOOR PLAN 40-40-20-= PROTOCOL POST-TICKETING-SFB SFB-E4.1 PARTIAL SINGLE LINE DIAGRAM SFB-01-0013 SPECIFICATIONS SFB-01-G021 SPECIFICATIONS SFB-A5.1 AIRPORT SIGNAGE SFB-E5.1 PANEL SCHEDULES SFB-01-GO14 SPECIFICATIONS SFB-01-G022 SPECIFICATIONS SFB-E6.1 ELECTRICAL DETAILS SFB-01-GO15 SPECIFICATIONS SFB-01-G023 SPECIFICATIONS SFB-01-GO16 SPECIFICATIONS SFB-01-G024 SPECIFICATIONS SFB-01 -GO 17 SPECIFICATIONS SFB-A4.1 !---S--=r dz t -irrr I k t J, d 1 t a - n n u u u 1 E z ANFORD'[WILDING DEPT. ACC SE PLANS ARE RE-VIE"VEO AND COI`IDITION GUNS �TCU FOFr PERMIT A PE FtMIT IrglJr Al 1 Y THE WORK AND HE A 1lCEi;'E TO P D SHALL Lac CANCEL NOT A;; AtJT!-i0 RITY To ` 0 Wrtl PROVISIr AL" :R, OR gE l A 10 VIOLATi_, DNS OF THE TE?CFIN!r SIDE ANY OF DEPT NCE OF A T'ERMI'r PE?E L (Jr'DE�' NOTi SFIAl FRO;�I T'HERf F VP:r1T THE FUILDING TIUN OF E A TER F+i:C2UIRING q CO OR O FHER V O! ATION 3 ON qp' FLANS, CONSTRU� ION THE COPES. L F Z� ff 250 E. Arapaho Road Suite 125 Richardson, Texas 75081-2783 DMJM Aviation, Inc. 2202 N. West Shore Blvd. Suite 455 Tampa, FL 33607 (813) 675-2100 For the Firm EB 7937 ORLANDO/SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Victor White PHONE: 407-585-4004 FAX: 407-322-5834 TRANSPORTATION SECURITY ADMINISTRATION �ecuHfrY o u>� Q y a o V'S,�ISF'ORTATIpN F Signature -__ Date REVISIONS SYM DESCRIPTION DATE FILE LOG AC TIVITY Munuger ~� Design Draw JCK Check File Date 10/23/02 - STAMP PEn M' IT a_. 3 ebb 0" F F I C E C'U, PH Project Designator 791-) Sheet Title COVER SI--IFFY Sheet Number "FED AOO (g) 139eing Company 2002 12:01:18 PM T:1EngrC(SA4IFLISFBIcadlwn5actlSF6-M.1.dwg,11/13/200212.00:05 PM J f. �t. f f u L' f" b I� t I T:IEngrltSA41FL1SFB1cadlconttactlSFB-A4.2.dwg,111131200212:00:13 PM NOT USED SIGN TYPE "A" SCALE: 3"=1 '-0" 11" Please have checked baggage unlocked and ready for search beyond this point. SIGN TYPE T" SCALE: 3"=1 '-0" 11" Please wait here for next available ticket agent / screener. SIGN TYPE "G" SCALE: 3"=1 '-0" 11" Baggage Search Area. SIGN TYPE "I" SCALE: 3"=1 ' —0" 11" NUT USED SIGN TYPE "B" SCALE: 3"=1 ' --0" Proceed to baggage screening area. SIGN TYPE "E" SCALE: 11" Please wait here while your baggage is being screened. SIGN TYPE "H" SCALE: 3"=1 ' —0" 11' Proceed to departure gate through security checkpoint. SIGN TYPE "J" SCALE: 3"=1 ' —0" 00 N 1 Please wait here for next available ticket agent / screener. Federal regulations require that all checked baggage must be screened and possibly searched. SIGN I-YPE "C" SCALE: 3"=1 '-0" 11" Please wait here for next available agent. Please remove all undeveloped film and cameras with undeveloped film from baggage. SIGN I YPE 'T " SCALE: 3"-- '1 ' —0" 22" Welcome If you are checking baggage, please proceed to the ticket counter. If you are not checking baggage and have proof of travel, proceed through the security checkpoint to your gate. Due to new Transportation Security Administration requirements, all checked baggage will be screened for explosives and is subject to search. Control your baggage at all times. Unattended baggage will be removed for inspection. Do not accept items or packages from unknown persons. SIGN TYPE 'Y' SCALE: 3 1 ' —0" 250 E. Arapaho Road Suite 125 Richardson, Texas 75081-2783 DMJM Aviation, Inc. 2202 N. West Shore Blvd. Suite 455 Tampa, FL 33607 (813) 675-2100 For the Firm EB 7937 ORLANDO/SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CON -FACT: Victor White PHONE: 407-585-404 FAX: 407-322-5834 TRANSPORTATION SECURITY ADMINISTRATION g�C U RITY (. A z Dy z V'c'.t�,prl5POR7AT1p,y� Signature Date REVISIONS SYM DESCRIPTION DATE FILE LOG ACTIVITY Manager Design Draw JCK Check File Date _— 10/23/02 STAMP Project _ 795 Designator Sheet Title AIRPORT SIGN AGE Sheet Number SFB-A5.1 Q Boeing Company 2002 T:\Engr\TSA4\FL\5F8\Fad\con4act\SF6-A5.1.dwg,1111WW212:W:25 PM GENERAL ELECTRICAL NOTES: 1. A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND ALL LOCAL ORDINANCES. INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND THE NFPA. B. ELECTRICAL WORK SHALL COMPLY WITH THE STANDARDS OF THE FOLLOWING ORGANIZATIONS, AS APPLICABLE, THE LATEST EDITION OF THE STANDARD SHALL APPLY EXCEPT WHERE THE PUBLIC AUTHORITY REQUIRES USE OF AN EARLIER EDITION. ADA AMERICAN DISABILITY ACT ANSI AMERICAN NATIONAL STANDARD INSTITUTE EIA/TIA ELECTRICAL INDUSTRIES ASSOC. / TELECOMMUNICATIONS INDUSTRIES ASSOC. FM FACTORY MUTUAL IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NECA NATIONAL ELECTRICAL CONTRACTORS ASSOC., INC. 2. PROJECT RECORD DOCUMENTS: A. RECORD DRAWINGS: MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE WHITE -PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES FROM THE WORK AS ORIGINALLY SHOWN, MARK WHICH DRAWING IS MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY, GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT "TO MEASURE AND RECORD AT A LATER DATE. 1. MARK RECORD SETS WITH RED ERASABLE COLORED PENCIL. 2. MARK IMPORFANT ADDITIONAL INFORMATION THAT WAS EITHER SHOWN SCHEMATICALLY OR OMITTED FROM ORIGINAL DRAWINGS, B. RESPONSIBILITY FOR MARKUP: -THE ELECTRICAL SUBCONTRACTOR SHALL PREPARE THE MARK UP ON RECORD DRAWINGS. 1. ACCURATELY RECORD INFORMATION IN AN UNDERSTANDABLE DRAWING TECHNIQUE. 2. RECORD DATA AS SOON AS POSSIBLE AFTER OBTAINING IT. RECORD AND CHECK THE MARKUP PRIOR TO ENCLOSING CONCEALED INSTALLATIONS. C. SUBMITTAL: AT TIME OF COMPLETION, SUBMIT RECORD DRAWINGS TO THE ARCHITECT/ENGINEER AND/OR OWNER FOR THE OWNER'S RECORDS. ORGANIZE INTO SETS AND BIND AND LABEL SET FOR THE OWNER'S CONTINUED USE. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS MANNER AND SHALL BE COMPLETED AND FULLY OPERATIVE TO THE ACCEPTANCE OF THE OWNER, GENERAL CONTRACTOR AND ENGINEER, 4. CONTRACTOR SHALL GUARANTEE ALL ELECTRICAL WORK, INCLUDING PARTS AND LABOR, FOR A PERIOD OF ONE (1) YEAR AFTER FINAL WRITTEN ACCEPTANCE BY OWNER AND ENGINEER. 5. THIS CONTRACTOR SHALL PAY FOR ALL FEES, INSPECTIONS, TESTS, FINES, ETC., AS REQUIRED. 6. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT SITE. SUBMIT DISCREPANCIES AND DIFFERENCES TO ARCHITECT/ENGINEER FOR CONSIDERATION AND DECISION BEFORE PROCEEDING. 7. VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION OR INSTALLATION. 8. OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE EQUIPMENT AND MATERIALS UNDER CONTRACT, AND PROVIDE READY ACCESSIBILITY TO ELECTRICAL EQUIPMENT, INCLUDING ANY PART OF SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. 9. PROVIDE AN ACCURATE LAYOUT, GRADES AND ELEVATIONS; TAKE PROPER PRECAUTIONS TO PROTECT WORK AND EQUIPMENT FROM DAMAGE. 10. CUT ALL OPENINGS REQUIRED TO ACCOMMODATE THE WORK UNDER THIS CONTRACT, AND REPAIR ALL SURFACES, ETC., DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP SPECIFIED UNDER APPROPRIATE SECTIONS. CONCRETE FLOOR OPENINGS SHALL BE CORE DRILLED. FIRE SEAL PENETRATIONS AS REQUIRED. 11. PROVIDE CODE APPROVED FIRE STOPPING AT ALL CONDUIT, PENETRATIONS THROUGH BUILDING CONSTRUCTION TO MAINTAIN FIRE, SMOKE AND SOUND RATINGS. FIRE SEAL ALL PENETRATIONS. SEAL TELECOMMUNICATION SLEEVES AFTER CABLES HAVE BEEN INSTALLED. 12. THE ELECTRICAL AND TELEPHONE SERVICE INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF THE POWER AND TELEPHONE COMPANY. CONTRACTOR SHALL COORDINATE SERVICE REQUIREMENTS WITH THE RESPECTIVE UTILITY COMPANY, PROVIDING ACCORDINGLY, 13. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH OTHERS AS WELL AS PROVIDING TEMPORARY POWER 14. ALL MATERIAL SHALL BE NEW AND OF AMERICAN MANUFACTURE AND BEAR THE UNDERWRITERS LABORATORY AND UNION LABELS WHERE APPLICABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DELIVERY SCHEDULE OF MATERIAL. 15. ALL EQUIPMENT INSTALLED SHALL BE OF MANUFACTURE AND TYPE SPECIFIED. SUBMIT 6 SETS OF SHOP DRAWINGS AND PRODUCT DATA WITH ALL PERTINENT DATA AS SPECIFIED OR SCHEDULED. SUBMITTALS WITH INCOMPLETE INFORMATION WILL NOT BE REVIEWED UNTIL SUBMITTAL IS COMPLETE. 16. VERIFY EQUIPMENT SIZES, VOLTAGE AND CURRENT CHARACTERISTICS, ETC., BEFORE THE ORDERING OF ANY EQUIPMENT AND BEFORE ROUGHING -IN FOR EQUIPMENT TO BE SUPPLIED BY OTHERS. NOTIFY ENGINEER OF ANY CONFLICTS. 17. PROVIDE A COMPLETE POWER CIRCUI"T WIRING AND CONNECTIONS FOR EACH AND EVERY ITEM INDICATED. COORDINATE WITH EQUIPMENT NAMEPLATE TO OBTAIN CORRECT WIRE SIZE AND OVER CURRENT PROTECTION RATING. IF THE NAMEPLATE LABEL REQUIRES : THE OVER CURRENT PROTECTION DEVICE TO BE FUSES, PROVIDE A FUSED SWITCH WITH PROPER SIZE FUSES AT THE EQUIPMENT LOCATION. 18. CORRECTION OF ANY DEFECTS, REPAIR OF DAMAGE DURING CONSTRUCTION AS WELL AS ANY MINOR CHANGES IN OUTLET LOCATIONS SHALL BE MADE WITHOUT ADDITIONAL COST. 19, GUTTERS, WIREWAYS, PULL BOXES, ETC., SHALL BE GALVANIZED STEEL SIZED PER NATIONAL ELECTRICAL CODE. ARTICLE 312. MANHOLES AND EXTERIOR PULL BOXES SHALL BE SIZED PER NEC ARTICLE 376 AND OF A MATERIAL SUITABLE FOR THE ENVIRONMENTAL CONDITIONS PRESENT. 20. ALL WIRING SHALL BE IN RACEWAY. A. OUTDOORS: USE THE FOLLOWING METHODS: 1. EXPOSED: RIGID STEEL OR IMC. 2. CONCEALED: RIGID STEEL OR IMC, 3. UNDERGROUND, SINGLE RUN: REC. 4. UNDERGROUND, GROUPED: REC. 5. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR - DRIVEN EQUIPMENT): LFMC. 6. BOXES AND ENCLOSURES: NEMA 250, TYPE 3R OF TYPE 4. B. INDOORS: USE THE FOLLOWING WIRING METHODS: 1. EXPOSED: EMT. 2. CONCEALED: EMT. 3. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR - DRIVEN EQUIPMENT): FMC; EXCEPT IN WET OR DAMP LOCATIONS, USE LFMC. 4. DAMP OR WET LOCATIONS: RIGID STEEL CONDUIT. 5. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT AS FOLLOWS: a. DAMP OR WET LOCATIONS: NEMA 250, TYPE 3R STEEL. b. DAMP OR WET LOCATIONS. NEMA 250, TYPE 4, NONMETALLIC. 6. UNDERGROUND OR IN CONCRETE: RNC (SINGLE RUN OR GROUPED). C. SEALING FITTINGS SHALL BE INSTALLED AT THE FOLLOWING POINTS, AND ELSEWHERE AS SHOWN. 1. WHERE REQUIRED BY THE NEC. 21. CIRCUIT NUMBERS ARE FOR IDENTIFICATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTLY PHASING THE CIRCUITS IN THE PANEL AND SHALL BALANCE THE LOAD ON THE PHASES UNDER NORMAL OPERATING CONDITIONS. PROVIDE TYPEWRITTEN PANEL BOARD DIRECTORIES. UPDATE ALL DIRECTORIES IN EXISTING PANEL BOARDS AFFECTED BY THIS PROJECT ELECTRONICALLY TRACING ALL CIRCUITS. 22. ALL POWER AND LIGHTING CIRCUITS SHALL HAVE A GREEN EQUIPMENT GROUNDING CONDUCTOR SIZED AS PER NEC 250--95. NEUTRAL CONDUCTOR SHALL BE 10 AWG (MINIMUM CU-THW) IN ALL NEW 20 AMP MULTI -CIRCUIT BRANCH CIRCUITS. 23. PROVIDE NYLON PULL STRINGS IN ALL EMPTY CONDUITS FOR FUTURE USE. 24. FURNISH AND INSTALL HEAVY DUTY DISCONNECT SWITCHES AS SHOWN AND REQUIRED FOR EQUIPMENT FURNISHED BY OTHERS. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE, 25. COLOR CODING OF CONDUCTORS: * A. WIRING FOR 120/208 VOLT SYSTEM SHALL BE CODED AS FOLLOWS: PHASE "A" -- BLACK PHASE "B" - RED PHASE "C" - BLUE NEUTRAL - WHITE GROUND - GREEN B. WIRING FOR 277/480 VOLT SYSTEM SHALL BE CODED AS FOLLOWS: PHASE "A" - BROWN PHASE "B" - ORANGE PHASE "C" - YELLOW NEUTRAL WHITE GROUND - GREEN C. COLORS ON CONDUCTOR 6 AWG AND SMALLER SHALL BE INTEGRAL PART OF INSULATION, ON CONDUCTOR 4 AWG AND LARGER CONDUCTORS, EITHER COLOR CODING TAPE OR PAINTED WITH TWO COATS OF CORRECT COLOR PAINT AT ALL TERMINALS AND CONNECTION POINTS. *. UNLESS OTHERWISE REQUIRED BY APPLICABLE CODE. 26. COORDINATION WITH OTHER TRADES: A. PROVIDE COMPLETE AND PROPERLY FUNCTIONING ELECTRICAL SYSTEMS FOR THIS PROJECT. VISIT THE PROJECT SITE, EXAMINE THE CONDITION OF THE PREMISES, THESE PLANS AND ALL CONTRACT DOCUMENTS AND SPECIFICATIONS RELATING TO THE AREA OF WORK. REPORT ANY DISCREPANCIES OR OMISSIONS IN THIS PLAN SET TO THE ENGINEER FOR RESOLUTION AND CLARIFICATION PRIOR TO SUBMISSION OF BIDS. BY SUBMITTING A BID ON THIS PROJECT, THE CONTRACTOR ACCEPTS THESE DOCUMENTS AS AN ADEQUATE DEFINITION OF THE SCOPE OF WORK. ADDITIONAL COSTS TO ACHIEVE THE INTENDED SCOPE OF WORK AS A RESULT OF ANY OF THESE CONDITIONS WILL NOT BE ACCEPTED. B. SPECIAL ATTENTION SHALL BE GIVEN BUT NOT BE LIMITED TO NEW AND EXISTING SITE UTILITIES AND/OR FIELD CONDITIONS. C. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LUMINARIES (LIGHT FIXTURES). D. VERIFY THE TYPE OF CEILING SYSTEM WITH THE GENERAL CONTRACTOR OR CEILING CONTRACTOR. PROVIDE LUMINARIES (LIGHT FIXTURES) WHICH ARE COMPATIBLE WITH THE CEILING SYSTEM AND INCLUDE ALL REQUIRED MOUNTING ACCESSORIES AND HARDWARE. E. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND UTILITIES. 27. FINAL TESTING, ADJUSTMENTS AND ACCEPTANCE OF ELECTRICAL EQUIPMENT AND SYSTEMS: A. INITIATE TESTING SCHEDULE AND CLEAR WITH ARCHITECT/ ENGINEER AND/OR OWNER. DO NOT SCHEDULE OR TEST WITHOUT THIS CLEARANCE FURNISH ARCHITECT/ENGINEER AND/OR OWNER WITH NAME OF PERSON WHO WILL BE IN CHARGE OF TESTING, ENERGIZING AND STARTING UP. CONFER WITH ARCHITECT/ENGINEER AND/OR OWNER ON PROCEDURES TO BE FOLLOWED IN OBTAINING CLEARANCES FOR ELECTRICAL EQUIPMENT. ADHERE TO PROCEDURES AS FINALLY AGREED UPON. B. COMPILE COMPLETE TEST AND INSPECTION RECORDS AND INCORPORATE INTO A REPORT FOR EACH PIECE OF EQUIPMENT TESTED. RECORD ALL READINGS TAKEN. SUBMIT 4 COPIES TO ARCHITECT/ ENGINEER AND/OR OWNER FOR REVIEW C. NOTIFY ARCHITECT/ENGINEER BY LETTER AT LEAST ONE WEEK PRIOR TO TEST, ESTABLISHING THE TIME TEST IS TO BE PERFORMED. PERFORM TESTS IN PRESENCE OF ARCHITECT/ENGINEER AND/OR OWNER. D. FURNISH NECESSARY METERS, INSTRUMENTS, 'TEMPORARY WIRING AND LABOR TO PERFORM TESTS AND ADJUSTMENTS OF EQUIPMENT AND WIRING, INCLUDING ELECTRICAL EQUIPMENT FURNISHED BY OTHERS, TO DETERMINE PROPER POLARITY, PHASING, FREEDOM FROM GROUNDS AND SHORTS, RESISTANCE TO GROUND AND OPERATION OF EQUIPMENT. MEASURING INSTRUMENTS SHALL BE PROPERLY CALIBRATED AND CERTIFIED PRIOR TO USE. E. DEMONSTRATE MATERIALS AND MANNER OF INSTALLATION TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND LOCAL PUBLIC AUTHORITIES, THE UTILITY COMPANIES AND NFPA. F. ENERGIZE EQUIPMENT FOLLOWING ESTABLISHED PROCEDURES AFTER CERTIFICATION BY THE CONTRACTOR THAT THE INSTALLATION IS SAIISFACIORY, G. WIRING: 1. INVESTIGATE CIRCUITS SHOWING INSULATION RESISTANCE THAT IS LESS THAN MINIMUM VALUES ESTABLISHED BY N.E.T.A. (NAHONAL ELECTRICAL TESTING ASSOCIATION.) CORRECT WEAK POINTS. 2. CORRECT OR REPLACE NOMINAL CURRENT -CARRYING CIRCUITS WHICH ARE DEFECTIVE OR GROUNDED. CORRECT OTHER TROUBLES ENCOUNTERED IN THESE TESTS. H. BREAKERS: SET BREAKERS SO EQUIPMENT WILL BE IN PROPER OPERATING CONDITION BEFORE BEING PLACED IN SERVICE, PERFORM FINAL OPERATIONAL TESTS TO DETERMINE THAT WIRING CONNECTIONS ARE CORRECT. I. MOTORS: 1. NOT APPLICABLE ON THIS PROJECT. J. ACCEPTANCE: OBSERVATION OF THE OPERATION OF TFIE ELECIRICAL INSTALLATION AND EQUIPMENT BY THE ARCHITECT/ ENGINEER AND/OR OWNER DOES NOT CONSTITUTE ACCEPTANCE OF THE WORK, ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS EQUIPMENT, DEMONSTRATED THAT IT MEETS THE REQUIREMENTS OF THE CONTRACT DOCUMENT, AND HAS FURNISHED ALL THE REQUIRED CERTIFICATES. 28. REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK UNDER THIS CONTRACT NOT SHOWN IN THIS SET OF CONTRACT DOCUMENTS PROVIDING ACCORDINGLY. 29. ALL ELECTRICAL WORK SHALL BE INSTALLED CONCEALED UNLESS OTFERWISE NOTED. 30. PARKING AREA LUMINARIES: A. NOT APPLICABLE FOR THIS PROJECT. 31. FIRE ALARM SYSTEM NOTES: A. NOT APPLICABLE FOR THIS PROJECT. 32. ELECTRONIC FILES - SUBMITTAL PROCEDURES: A. GENERAL: IF REQUESTED BY OWNER OR CONTRACTOR, ELECTRONIC COPIES OF CAD FILES OF THE CONTRACT DRAWINGS WILL BE PROVIDED BY ARCHITECT FOR CONTRACTOR'S USE IN PREPARING SUBMITTALS. A STIPULATED SUM WILL BE CHARGED 'TO THE REQUESTING PARTY FOR THIS SERVICE. B. ONLY ARCHITECTURAL BACKGROUNDS, SUCH AS FLOOR PLANS AND REFLECTED CEILING PLANS, SHALL BE PROVIDED FOR THE PURPOSE OF PRODUCING SHOP DRAWINGS. 33. EXISTING CONDITIONS: A. ALL WORK HEREIN DESCRIBED AND SHOWN ON DRAWINGS AND REQUIRED TO MAKE PROJECT COMPLETE IN EVERY RESPECT, PLUS ANY AND ALL PATCHING NECESSARY SHALL BE DONE TO THE COMPLETE SATISFACTION OF THE ARCHITECT / ENGINEER AND / OR OWNER AND SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. ALL MATERIALS SHALL MATCH EXISTING WHERE APPLICABLE AND ALL CONSTRUCTION AND ALTERATION LEFT IN NEW CONDITION. B. ALL ITEMS TO BE REMOVED SHALL BE REMOVED WITH UTMOST CARE AND WITHOUT DAMAGE AND THOSE ITEMS NOT DESIGNATED TO BE REUSED SHALL BE DELIVERED TO THE OWNER OR DISPOSED OF AS PER HIS WRITTEN INSTRUCTIONS. C. ALL ALIERATIONS, DEMOLITION AND REMOVAL, CUTTING AND PATCHING AND OTHER WORK NECESSARY FOR CONSTRUCTION OF THIS CONTRACT SHALL BE PERFORMED WITHOUT ADDITIONAL COST TO THE OWNER, T1-115 SHALL INCLUDE REMOVAL, REROUTING, ETC. OF ALL ELECTRICAL ITEMS REQUIRED TO COMPLETE INSTALLATION INTENDED. D. PATCH OR REPLACE ALL DAMAGED FLOOR, WALL, CEILING, ETC. SURFACES ALTERED TO ACCOMMODATE THE NEW CONSTRUCTION. PATCHED SURFACES SHALL MATCH EXISTING ADJACENT SURFACES. E. ALL CUTTING, PATCHING, DEMOLITION, REPAIRING, REPLACING ETC. NECESSARY UNDER THIS CONTRACT SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. WHERE APPLICABLE COORDINATE WORK WITH UTILITY COMPANIES, LOCAL AND STATE AUTHORITIES HAVING JURISDICTION, OWNER'S REPRESENTATIVES AND ALL APPLICABLE CODES. F. WHERE ALTERATIONS TAKE PLACE IN OCCUPIED AREAS, CONTRACTOR SHALL CLEAN UP DAILY, AND NOISE SHALL BE KEPT TO -A MINIMUM. G. NONE OF THE SERVICES TO EXISTING BUILDINGS SHALL BE DISRUPTED IN ANY WAY EXCEPT WITH THE WRITTEN PERMISSION OF "THE OWNER. H. ALL EQUIPMENT PRESENTLY "HOT" AND REQUIRED TO BE MAINTAINED SHALL BE RETURNED TO THIS CONDIHON AFTER PER- FORMING THE CHANGES TO EXISTING BUILDING. REROUTE CONDUITS AND EXTEND OR REPLACE CIRCUITS AS REQUIRED. PERFORM WORK AT CONVENIENCE OF THE OWNER. I. WHERE DEVICES ARE SHOWN TO BE REMOVED ON PLANS, REMOVE ALL ASSOCIATED WIRING AND CONDUIT BACK TO THE SOURCE OR MAINTAIN CONTINUITY OF THE CIRCUIT IF OTHER LOADS ARE SERVED FORM THE SAME CIRCUIT. J. EXECUTE ALL WORK IN SUCH A MANNER TO AVOID INTERFERENCE WITH THE USE OF PASSAGE TO AND FROM ADJOINING BUILDING OR AREAS. K. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGE TO EXISTING BUILDING AND TO CONTENTS THEREOF INCLUDING MACHINERY, FURNITURE, EQUIPMENT, ETC. AND DAMAGE TO BUILDINGS OR CONTENTS THEREOF DUE TO CONTRACTOR OPERATIONS, SHALL BE REPAIRED OF REPLACED AT DIRECTION OF ARCHITECT/ENGINEER, AND/OR OWNER, THE CONTRACTOR, AT NO EXTRA COST TO THE OWNER. L. CONNECTION TO EXISTING STRUCTURES OR SYSTEMS SHALL BE MADE IN SUCH A MANNER THAT AS LITTLE TIME AS ABSOLUTELY POSSIBLE WILL BE TAKEN, AND CONTRACTOR WILL BE REQUIRED TO COORDINATE FULLY WITH OWNER IN CONNECTION WITH CONVENIENCE AND SAFETY OF ALL PERSONS INVOLVED, INCLUDING EMPLOYEES. M. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER TO DETERMINE OWNER'S REQUIREMENTS REGARDING ACCESS, TIME OF WORK, PROTECTION OF EXISTING CONDITIONS, ETC. N. FIRE ALARM SYSTEM NOTES: A. NOT APPLICABLE FOR THIS PROJECT. 250 E. Arapaho Road Suite 125 Richardson, Texas 75081-2783 DMJM Aviation, Inc. 2202 N. West Shore Blvd. Suite 455 Tampa, FL 33607 (813) 675--2100 For the Firm EB 7937 ORLANDO/SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Victor White PHONE: 407- 585- 4004 FAX: 407-322-5834- TRANSPORTATION SECURITY ADMINISTRATIONI �ECURIr._ � N a � 4 � n a0 r ! ,t vfPARTMENT V-��p,NSPO►ZtA"(1pN Signature REVISIONS SYM 1-DESCRIPTION FILE LOG LACTIVITY Draw JCK Check File Date 10/23/02 OUT19 DATE Project Designator / 9�j Sheet Title ELECTRICAL NOTES Date Sheet Number ® Ooeing Company 2002 T.lEngATSA41FL1SFB\cadlconh(;t\SF9-E1.1.dwg,11/131200212:0036 PM a: 0 A 1 13 1 4 HEQ-1,3,5 UPS Al- 12 PDU- A1 � 0 FT�J] — —I ---- a000 SDx 0000 E— r._ E._____1.. -- J I A 1--17—_ _._...._ �5 O TERMINAL "A" MAIN ELECTRICAL ROOM G 5 Al-1 Al -16- ,J � �3 I 3nx F 100 <_ 0 0 e-i 0 omp A2-7,9 010 0 0 Al -7,9,1 1 A2-1 1 A2 —12 O TERMINAL "A" ENLARGED ELECTRICAL PLAN 0 SCALE: 3/32"=V-0" O3 GENERATOR SET DETAIL NEMA 5-20 DUPLEX RECEPTACLE (� DUPLEX RECEPTACLE IN FLOOR BOX TELE/DATA JACK ...-x.._... EXISTING PANELBOARD 250 E. Arapaho Road NEW PANELBOARD Suite 125 EXISTING TELEPHONE TERM BOARD Richardson, Texas 75081-2783 $ SINGLE POLE TOGGLE SWITCH — DMJM Aviation, Inc. `^ TRANSFORMER v 17r] TRANSFORMER 2202 N. West Shore Blvd. Suite 455 Z Tarrlpa, FL 33607 GROUND (813) 675-2100 — o1T—fFa FUSE For the Firm Ef3 7937 o o- CIRCUIT BREAKER O CONDUIT GOING UP ORLANDO/SANFORD ►Ijj� ) (f ® CONDUIT GOING DOWN INTERNATIONAL AIRPORT �_] 1 Ili / PP POWER POLE SANFORD, FLORIDA ljl �.0 ABBREVIATIONS AIRPORT CONTACT: Victor White C CONDUIT PHONE: 4-0/-585-4004 !� FAX: 40 7— 322— 5034 CB CIRCUIT BREAKER i �_� F I DWG DRAWING C' ELEC ELECTRIC OR ELECTRICAL TRANSPORTATION SECURITY ADMINISTRATI o ' � ETD EXPLOSIVES TRACE DETECTOR I qO NJ EQUIP EQUIPMENT r__. _. Z PH PHASE �_�JC I? � PNLBD PANELBOARD Dep_ ENT -- -- i V 5' SF C7fi1A7 OR \� I `! PWR POWER I � REC RECEPTACLE(S) I STD STANDARD Signature ! �l SW SWITCH REVISIONS SWBD SWITCHBOARD SYM DESCRIPTION SWGR SWITCHGEAR TTB TELEPHONE TERMINAL BOARD TTC -TELEPHONE TERMINAL CABINET NOTES OELECTRICAL CONNECTION TO EDS UNIT, SEE DETAIL SHEET SF13—E6.1 C FOR REQUIREMENTS. POWER PROVIDED BY UPS POWER DISTIBUTION UNIT (PDU) FILE EOC INDICATED. ELECTRICAL CONNECTION TO ETD UNIT, SEE DETAIL AC IVIIY SHEET SFB—E6.1 C FOR REQUIREMENTS, POWER Manager PROVIDED BY UPS POWER DISTIBUTION UNIT (PDU) �- 0L_�� INDICATED. Design Draw PROVIDE 4#8, 1#10 GND, 2#10, 1#10 GND,1"EMT FROM EDS UNIT TO UPS POWER DISTIBUTION UNIT (PDU) Check INDICATED. File Date O SEE ELECTRICAL RISER DIAGRAM FOR PANEL "HEQ"AND STAMP N ATS REQUIREMENTS. O350KW/438KVA, 480 VOLT, 3 PHASE, 4 WIRE PAD SCALE: 3/32" V-0" MOUNTED GENERATOR. SEE ELECTRICAL RISER FOR REQUIREMENTS. 10' 5' 0 10' 20' 3#10,1#12 GND, 3/4" CONDUIT FROM GENERATOR BATTERY CHARGER,JACKET WATER HEATER,AND BATTERY GRAPHIC SCALE HEATER TO THREE NEW 1 P20 AMP, 240 VOLT CIRCUIT BREAKERS IN EXISTING EMERGENCY PANEL. EMERGENCY FEEDER TO AUTOMATIC TRANSFER SWITCH. OANNUNCIATOR WIRING TO REMOTE ANNUNCIATOR AT OPERATIONS CENTER. 9 CONTROL WIRING TO AUTOMATIC TRANSFER SWITCHES. 1 PROVIDE COMMUNICATIONS CABLE AND CONDUIT BACK TO NEAREST TELEPHONE TERMINAL BOX (SEE EDS DETAIL SHEET SFB—E6.1). �__71TM rrrrr,mrmrlrr I-,. C c `) 1 - �`� ��!-E � I � ca �� r.�.y.// sil ._i i.....»1=,aJS'TJtr�L"ILE.-•- -,�.._ KEY PLAN SCALE: NTS JCK 10/23/02 DATE I11 1 3 I-o"- Date 1 Project -79 5 Designator Sheet Title ENLARGED ELECTRICAL PLANS Sheet Number F B - E 3�1 U Boeing Carnpany 2002 T:1EngArSA41FL1SFU1wdlconUacQSFB-E3.1.dwg,11/0200212:00:41 PM o ENLARGEI SCALE: 1/2"=1'--0" TERMINAL "B" ENLARGED ELECTRICAL PLAN � �E 3i52•-V-0 UTILITY ROOM "C" KEY NOTES OELECTRICAL CONNECTION TO EDS UNIT, SEE DETAIL SHEET SFB—E6.1 C FOR REQUIREMENTS. POWER PROVIDED BY UPS POWER DISTRIBUTION UNIT (PDU). OELECTRICAL CONNECTION TO ETD UNIT, SEE DETAIL SHEET SFB—E6.1 C FOR REQUIREMENTS. POWER PROVIDED BY UPS POWER DISTRIBUTION UNIT (PDU) INDICATED. OPROVIDE 4#8, 1 # 10 GNU, 2# 10, 1 # 10 GND,1 "EMT FROM EDS UNIT f0 UPS. POWER DI SIBU ION UNIT (PDU) INDICATED. OPROVIDE 3#4, 1 #8 GND, 1-1/4" EMT FROM UPS CONNECTION TO NEW 3P60 AMP, 600 VOLT MOLDED —CASE CIRCUIT BREAKERIN EXISTING PANEL "1 HQ2". 5 PROVIDE COMMUNICATIONS CABLE AND CONDUIT BACK TO NEAREST TELEPHONE TERMINAL BOX (SEE EDS DETAIL SHEET SFB—E6.1). O ENLARGED TERM "B" MAIN ELEC. ROOM, (P NEMA 5-20 DUPLEX RECEPTACLE DUPLEX RECEPTACLE IN FLOOR BOX TELE/DATA JACK EXISTING PANELBOARD Lid NEW PANELBQARD lllll� EXISTING TELEPHONE TERM BOARD SINGLE POLE TOGGLE SWITCH TRANSFORMER ET] TRANSFORMER �- GROUND FUSE o- CIRCUIT BREAKER O CONDUIT GOING UP • CONDUIT GOING DOWN PP POWER POLE C�) JUNCTION BOX C CONDUIT CB CIRCUIT BREAKER DWG DRAWING ELEC ELECTRIC OR ELECTRICAL ETD EXPLOSIVES TRACE DETECTOR EQUIP EQUIPMENT PH PHASE PNLBD PANELBQARD PWR POWER REC RECEPTACLE(S) STD STANDARD SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TCB TELEPHONE TERMINAL BOARD TTC TELEPHONE TERMINAL CABINET 250 E. Arapaho Road Suite 125 Richardson, Texas 75081-2783 DMJM Aviation, Inc. 2202 N. West Shore Blvd. Suite 455 Tampa, FL 33607 (813) 675---2100 For the Firm EB 7937 ORLANDO/SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Victor White PHONE: 407-585-4004 FAX: 407-322--5834 TRANSPORTATION SECURITY ADMINISTRATIONI Signature REVISIONS SYM IDESCRIPTION FILE LOG ACTIVITY Manager Design Draw JCK Check File Date 10/23/02 , �� � ., , �.It1 � ����➢ �'C;>imTrrrrrrrrmnrrnrrrr f\✓.« Y '- f u t $� ri. r-I s�y� _ Y STAMP I; 1 / 4 KEY PLAN SCALE: NTS SCALE: 3/32" = V-0" 10' 5' 20' 0 10' GRAPHIC SCALE Project Designator DATE Dote Sheet Title ENLARGED ELECTRICAL PLANS Sheet Number v- SFB-E3,,2 Q Boeing Company 2002 t• I T:IEngr1TSA41FLiSFBlcadlcoatrad$FB-E3.2.dwg,111131200212.00:54 PM MOUNTING: PROVIDED WITH UPS UNIT ORLANDO/SANFORD INTERNATIONAL AIRPORT VOLTS: 120/208 30, 4 WIRE SHORT CIRCUIT RATING: 42K A.I.C. UPS POWER DISTRIBUTION UNIT "PDU-A1 " MAIN BUS AMPS: 150 LOCATION: INSIDE UPS -Al MAIN BREAKER AMPS: 150 CKT NO, LOAD SERVED Ld CL WIRE AWG CONDUIT IN (TRADE SIZE) LOAD (KVA) PHASE LOAD (KVA) CONDUIT IN (TRADE SIZE) WIRE AWO � w LOAD SERVED CKT N0. 1 3 2.5 A 2.5 20 1 2 3 EDS UNIT 2.5 B 2.5 20 1 EDS UNIT 4 5 30 2.5 C 2.5 20 1 6 7 3 2.5 A 0.6 20 1 ETD UNIT 8 9 EDS UNIT 2.5 B 1.2 20 1 ETD UNIT 10 11 30 2.5 C .36 20 1 EDS RCPT. 12 13 ETD UNIT 1 20 1.2 A .36 20 1 EDS RCPT. 14 15 ETD UNIT 1 20 0.6 B .36 20 1 EDS RCPT. 16 17 SPARE 1 20 0.6 C 20 1 SPARE 18 19 SPACE 1 A 1 SPACE 20 21 SPACE 1 g 1 SPACE 22 23 SPACE 1 C 1 SPACE 24 25 SPACE 1 A 1 SPACE 26 27 SPACE 1 B 1 SPACE 28 29 SPACE 1 C 1 SPACE 30 31 SPACE 1 A 1 SPACE 32 33 SPACE 1 B 1 SPACE 34 35 SPACE 1 C 1 SPACE 36 37 SPACE 1 A 1 SPACE 38 39 SPACE 1 B 1 SPACE 40 41 SPACE 1 C 1 SPACE 42 PHASE A 9.66 KVA 80.5 AMPS PHASE B 9.66 KVA 80.5 AMPS PHASE C 8.46 KVA 70.5 AMPS TOTAL CONNECTED LOAD: 27.78 KVA MOUNTING: PROVIDED WITH UPS UNIT ORLANDO/SANFORD INTERNATIONAL AIRPORT VOLTS: 120/208 30, 4 WIRE SHORT CIRCUIT RATING: 42K A.I.C.PS POWER DISTRIBUTION UNITC. MAIN BUS AMPS: 150 "PDU -A2" LOCATION: INSIDE UPS-A2 MAIN BREAKER AMPS: 150 CKT N0. LOAD SERVED w <D a WIRE AWO CONDUIT IN (TRADE SIZE) LOAD (KVA) PHASE LOAD (KVA) CONDUIT IN TRADE SIZE ( ) WIRE AWO , 8, LOAD SERVED CKT NO. 1 3 2.5 A 2.5 3 2 3 EDS UNIT 2.5 B 2.5 EDS UNIT 4 5 30 2.5 C 2.5 30 6 7 ETD RCPT. 1 20 1.2 A 0.6 20 1 ETD RCPT. 8 9 ETD RCPT. 1 20 1.2 B 1.2 20 1 ETD RCPT. 10 11 ETD RCPT. 1 20 0.6 11 11 C .36 20 1 EDS RCPT. 12 13 ETD RCPT. 1 20 0.6 A .36 20 1 EDS RCPT. 14 15 SPARE 1 20 B 20 1 SPARE 16 17 SPARE 1 20 C 20 1 SPARE 18 19 SPACE 1 A 20 1 SPACE 20 21 SPACE 1 B 20 1 SPACE 22 23 SPACE 1 C 20 1 SPACE 24 25 SPACE 1 A 20 1 SPACE 26 27 SPACE 1 B 20 1 SPACE 28 29 SPACE 1 C 20 1 SPACE 30 31 SPACE 1 A 20 1 SPACE 32 33 SPACE 1 B 20 1 SPACE 34 35 SPACE 1 C 20 1 SPACE 36 37 SPACE 1 A 20 1 SPACE 38 39 SPACE 1 B 20 1 SPACE 40 41 SPACE 1 C 20 1 SPACE 42 PHASE A 7.76 KVA 64.7 AMPS PHASE B 7.40 KVA 61.7 AMPS PHASE C 5.96 KVA 49.7 AMPS TOTAL CONNECTED LOAD: 21.12 KVA MOUNTING: PROVIDED WITH UPS UNIT ORLANDO/SANFORD INTERNATIONAL AIRPORT VOLTS: 120/208 30, 4 WIRE SHORT CIRCUIT RATING: 42K A.I.C. UPS POWER DISTRIBUTION UNIT MAIN BUS AMPS: 150 "PDU-B1" LOCATION: INSIDE UPS-131 MAIN BREAKER AMPS: 150 CKT NO. LOAD SERVED w CL WIRE AWO CONDUIT IN (TRADE SIZE) LOAD (KVA) PHASE LOAD (KVA) CONDUIT IN (TRADE SIZE) WIRE AWC LLJ LOAD SERVED CKT N0. 1 3 20 2.5 A 2.5 20 1 2 3 EDS UNIT 20 2.5 B 2.5 20 1 EDS UNIT 4 5 30 2.5 C 2.5 20 1 6 7 EDS RCPT. 1 20 .36 A .36 20 1 EDS RCPT. 8 9 ETD 1 20 0.6 1 B 1.2 20 1 ETD 10 11 ETD 1 20 0.6 C 0.6 20 1 ETD 12 13 ETD 1 20 1.2 A 1.2 20 1 ETD 14 15 SPARE 1 20 B 20 1 SPARE 16 17 SPARE 1 20 C 20 1 SPARE 18 19 SPACE A 1 SPACE 20 21 SPACE B 1 SPACE 22 23 SPACE C 1 SPACE 24 25 SPACE A 1 SPACE 26 27 SPACE B 1 SPACE 28 29 SPACE C 1 SPACE 30 31 SPACE A 1 SPACE 32 33 SPACE B 1 SPACE 34 35 SPACE C 1 SPACE 36 37 SPACE A 1 SPACE 38 39 SPACE B 1 SPACE 40 41 SPACE C 1 SPACE 42 PHASE A 8.12 KVA 67.7 AMPS PHASE B 6.80 KVA 56.7 AMPS PHASE C 6.20 KVA 51.7 AMPS TOTAL CONNECTED LOAD: 21.12 KVA i 250 E. Arapaho Road Suite 125 Richardson, Texas 75081-2783 DMJM Aviation, Inc. 2202 N. West Shore Blvd. Suite 455 Tampa, FL 33607 (813) 675-2100 For the Firm EB 7937 ORLANDO/SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Victor White PHONE: 407-585-4004 FAX: 407-322-5834 TRANSPORTATION SECURITY ADMINISTRATION Signature REVISIONS SYM DE5CRIP LION FILE LOG ACTIVITY Manager Design Draw JCK Check File Date 10/23/02 STAMP gig.... Date DATE Project Designator 7 9 �j Sheet Title PANEL SCHEDULES Sheet Number SFB E5, 1 © Boeing Cornpany 2002 T:lEngrlTSA41FL1SFB1cadlcontractlSFB-E5.1.dwg,11113/2002 04.00:27 PM 250 E. Arapaho Road Suite 125 Richardson, Texas 75081--2783 DMJM Aviation, Inc. 2202 N. West Shore Blvd. Suite 455 Tampa, FL 33607 (813) 675-2100 For the Firm EB 7937 ORLANDO/ANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Victor White PHONE: 407— 585— 4004 FAX: 407— 322— 5834 TRANSPORTATION SECURITY ADMINISTRATION S�cuRrrY � N O t Q a' O d V $ pT PARTMCNT tpNSPORrA77q,OF Signature Date REVISIONS SYM DESCRIPTION DATE FILE LOG ACTIVITY Munuger Design Draw JCK Check File Dote 10/23/02 STAMP lip Project 7 9 5 Designator Sheet Title ELECTRICAL DETAILS Sheet Number QED E6.1 U Boeing Company 2002 T:lEngATSA4kFLISFBlcadlcontractiSFB-E6.1.dwg,11/131200211:59:5.1 AM GENERAL NOTES 1. - ALL GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. 2, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SCOPES OF WORK SHOWN WITHIN THESE DRAWINGS UNLESS NOTED OTHERWISE. RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: A. DEMOLITION AS CALLED OUT AND REQUIRED BY DOCUMENTS. B. CONSTRUCTION OR RENOVATION ON WALLS, CEILINGS, AND OTHER ARCHITECTURAL ELEMENTS AS CALLED OUT IN THE DOCUMENTS. ALL INSTALLATIONS SHALL MEET APPLICABLE NATIONAL AND LOCAL CODES AND STANDARDS. C. MECHANICAL, ELECTRICAL, AND PLUMBING SCOPES AS CALLED OUT IN THE DOCUMENTS, AND INSTALLATIONS SHALL MEET APPLICABLE NATIONAL AND LOCAL CODES AND STANDARDS. 3, GENERAL AND SUB -CONTRACTORS SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND COMPLETELY FAMILIARIZE HIMSELF WITH THE SCOPE OF WORK AND ANY EXISTING CONDITIONS. 4. GENERAL AND SUB -CONTRACTORS SHALL FIELD VERIFY ACTUAL DIMENSIONS AND COORDINATE INCONSISTENCIES WITH THE ARCHITECT. 5, GENERAL AND SUB -CONTRACTORS SHALL PROTECT ALL EXISTING WORK AND FINISHES TO REMAIN. ANY DAMAGE TO EXISTING CONDITIONS OR ANY ALTERATION MADE FOR THE PURPOSE OF STAGING NEW CONSTRUCTION, OR DELIVERY OF EQUIPMENT SHALL BE REPLACED OR PATCHED TO MATCH EXISTING. 6. CONTRACTOR AND EFFECTED SUB -CONTRACTORS SHALL IDENTIFY ALL EXISTING UTILITIES FOR LOCATION AND CAPACITIES PRIOR TO CONSTRUCTION. 7. ALL PLAN DIMENSIONS ARE GIVEN TO COLUMN GRID CENTERLINES OR FINISHED FACE OF WALLS. 8. ANY NEW DOORS SHALL BE LOCATED SO THAT INSIDE FACE OF DOOR FRAME IS NO MORE- OR LESS THAN 5" FROM ADJACENT PERPENDICULAR WALLS UNLESS OTHERWISE NOTED BY, DIMENOSION MARKS OR NOTES, ON PLANS. 9. ALL MATERIALS, WHETHER SURFACE_, SUBSTRATE, OR STRUCTURAL, SHALL MEET ALL FIRE CODE REQUIREMENTS. 10, MAINTAIN ALL EMERGENCY EXIT WAYS DURING CONSTRUCTION. 11. PROVIDE CLEARLY MARKED BARRIERS AROUND AREAS OF CONSTRUCTION THROUGHOUT THE CONSTRUCTION PROCESS. BARRIERS ARE TO BE REMOVED ONLY AFTER COMPLETION OF ALL CONSTRUCTION WORK. 12. ELECTRICAL/DATA SCOPE OF WORK SHOWN IN THE DRAWINGS IS TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS. EXISTING PANEL CAPACITIES SERVING EACH SPACE SHOWING NEW WORK SHALL BE VERIFIED PRIOR TO WORK COMMENCING. ALL NEW ELECTRICAL /DATA/PHONE OUTLETS SHALL BE MOUNTED AS NOTED ON THE PLANS. WHERE HARD WIRE CONNECTIONS ARE REQUIRED CONTRACTOR IS TO LEAVE WIRES CAPPEDICIRCUIT TURNED OFF AT CIRCUIT BREAKER, AND ALL JUNCTION BOXES COVERED. 13. ALL EXISTING VOICE/ DATA/PHONE OUTLETS TO REMAIN AS IS. 14. RACEWAY FOR TELEPHONE CABLE, PER PLAN. 15. CONTRACTOR TO COORDINATE WITH SIEMENS TO ASSURE THAT ALL UTILITIES, STRUCTURE, AND ARCHITECTURAL ELEMENTS ARE IN -PLACE FOR SIEMENS INSTALL OF EQUIPMENT. TABLE OF CONTENTS SECTION DESCRIPTION 01000 GENERAL CONDITIONS 01039 COORDINATION AND MEETINGS 01045 CUTTING AND PATCHING 01300 SUBMITTALS 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01600 MATERIALS AND EQUIPMENT 01650 STARTING OF SYSTEMS 01700 CONSTRUCTION CLOSEOUT 07270 FIRE RESISTANCE SYSTEMS 07900 INTERIOR JOINT SEALERS 09685 SHEET CARPET 09900 INTERIOR PAINT 10999 MISCELLANEOUS SPECIALTIES 12300 METAL CASEWORK TABLES 16000 ELECTRICAL 16060 GROUNDING 16110 RACEWAYS 16120 WIRING AND CABLE 16140 WIRING DEVICES 16196 ELECTRICAL IDENTIFICATION 16410 CIRCUIT BREAKERS 16450 DRY TYPE TRANSFORMERS 16470 PANELBOARDS 16621 DIESEL GENERATOR SETS SECTION 01000 GENERAL CONDITIONS PART 1 GENERAL 1.1 WORK COVERED BY PROJECT DOCUMENTS A. THE WORK OF THIS PROJECT, AND AS COVERED SOLELY IN THESE PROJECT DOCUMENTS, CONSISTS OF THE COMPLETION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING RENOVATIONS TO MAKE EXISTING SPACE READY FOR THE PLACEMENT AND OPERATION OF OWNER SUPPLIED EQUIPMENT. B. LIMITATION TO SITE USE: CONTRACTOR SHALL HAVE LIMITED USE OF THE PREMISES FOR WORK. THE CONSTRUCTION OPERATIONS SHALL ALLOW FOR PUBLIC USE OF THE PROJECT SITE TO CONDUCT THE BUSINESS OF PASSENGER TICKETING, AND ALL OTHER GENERAL AVIATION PURPOSES. C. CONTRACTOR SHALL KEEP PREMISES CLEAN AND FREE OF DEBRIS. THIS MEANS BROOM CLEAN AT THE COMPLETION OF EACH WORK TASK. D. CONTRACTOR TOOLS SHALL BE KEPT IN A LOCKBOX WHEN NOT IN USE. THE CONTRACTOR SHALL KEEP A DAILY INVENTORY OF ALL TOOLS BROUGHT TO THE SITE AND SHALL REMOVE ALL TOOLS AT THE END OF THE WORKDAY. 1.2 REGULATORY REQUIREMENTS A. COORDINATE ALL AIRPORT SECURITY AND BADGING REQUIREMENTS WITH THE AIRPORT AUTHORITY. B. CONTRACTOR STAFF IS NEVER TO ENTER SECURITY AREAS IF NOT PROPERLY BADGED, OR ESCORTED BY AIRPORT SECURITY PERSONNEL. C. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES. THIS IS SOLELY THE CONTRACTORS' DIRECT RESPONSIBILITY. ARCHITECT WILL BE AVAILABLE FOR RFI'S. D. CONTRACTOR TO ABIDE BY ALL CODES AND DIRECTIVES ENFORCED, WHETHER FEDERAL, STATE OR LOCAL, AND ANY LABOR AGREEMENTS AS EXISTING AT EACH AIRPORT. E. CONTRACTOR SHALL COMPLY WITH ALL ENVIRONMENTAL LAWS AND STANDARDS IN REGARDS, BUT NOT LIMITED TO, AIR, WATER, NOISE, AND DISPOSAL OF ANY HAZARDOUS MATERIALS TO BE USED IN THE COMPLETION OF WORK, 1.3 SCHEDULING AND ACCESS A. INTERRUPTION OF UTILITIES AND SERVICES IS ONLY ALLOWED IF SCHEDULED AND APPROVED IN WRITING BY THE AIRPORT ADMINISTRATION. SERVICE SHOULD NEVER BE INTERRUPTED TO AIRLINES OR AIRPORTS DURING HOURS THAT THE AIRPORT IS OPEN TO FLIGHT OPERATIONS SERVING THE GENERAL PUBLIC TERMINAL AREAS. B. SERVICE INTERRUPTION REQUESTS SHALL BE MADE NO LESS THAN 24 HOURS PRIOR TO PROPOSED INTERRUPTIONS. C. TRACE ALL UTILITIES AFFECTED BY POWER INTERRUPTION BACK TO SOURCE FOR LOCATION OF ALL AFFECTED BRANCH CIRCUITS. MINIMIZE ANY INTERRUPTION TO AREAS NOT DIRECTLY INVOLVED IN THE WORK. D. BUILDING ACCESS: ACCESS TO TERMINAL AREAS SHALL BE SCHEDULED AND MAPPED WITH AIRPORT AUTHORITY PERSONNEL. E. AIRPORT MAY REQUIRE WORK TO BE PERFORMED AFTER HOURS, OR ON HOLIDAYS AND WEEKENDS. 1.4 RECORD DRAWINGS A. CONTRACTOR SHALL PREPARE RECORD DRAWINGS BY RECORDING THE FOLLOWING ON A DAILY BASIS: 1. DIMENSIONAL CHANGES TO THE DRAWINGS. 2. REVISIONS TO DETAILS SHOWN ON DRAWING APPURTENANCES CONCEALED IN THE CONSTRUCTION, REFERENCED TO VISIBLE AND ACCESSIBLE FEATURES OF THE STRUCTURE. 3. REVISIONS TO ELECTRICAL CIRCUITRY. 4. ACTUAL EQUIPMENT LOCATIONS. 5. FIELD CHANGES OF DIMENSION AND DETAIL 6. CHANGES MADE VIA FIELD OR CHANGE ORDER. 7. DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS 8. PROJECT CLOSEOUT MANUAL INFORMATION IN REGARDS TO MANUFACTURER, MODEL NUMBER, SUPPLIER AND INSTALLER OF EQUIPMENT. 9. CONTRACTOR WILL SUBMIT FINAL RECORD PLANS, AND CLOSEOUT MANUALS TO BOEING TSA MANAGEMENT NO LATER THAN THIRTY DAYS AFTER COMMISSIONING OF EQUIPMENT AT THE SITE. B. CONTRACTOR SHALL BIND ALL PROJECT DRAWINGS INTO A PROJECT CLOSEOUT MANUAL, WHICH INCLUDES THE FOLLOWING: 1. CERTIFICATES OF OCCUPANCY. (IF REQUIRED) 2. INSTALLED EQUIPMENT WARRANTEES. 3. NAMES OF ALL CONTRACTORS, AND CONTACT INFORMATION_ 4. NAMES OF ALL INDIVIDUALS AT GOVERNING AUTHORITY WHO MAINTAINED JURISDICTION OVER PLAN APPROVALS. 5. APPROVED SHOP DRAWINGS. 6. APPROVED CHANGE ORDERS. C. DRAWING DISPOSAL: CONTRACTOR TO PREPARE FOUR 2273C HARD COPIES OF CLOSEOUT DOCUMENTS, AND TWO COMPACT DISCS IN PDF FORMAT FOR DISTRIBUTION AS FOLLOWS: I. ONE COPY AND PDF FOR TSA 11. ONE COPY FOR AE FIRM III. ONE COPY AND PDF FOR BOEING IV. ONE COPY MAINTAIN AT GC AT COMPLETION OF THE PROJECT ALL OTHER WORKING COPIES OF CONSTRUCTION DOCUMENTS ARE TO BE COLLECTED BY THE GENERAL CONTRACTOR, AND DESTROYED THROUGH SHREDDING. GENERAL CONTRACTOR IS TO KEEP A DATED LOG OF ALL ACTIVITIES IN REGARDS TO DISSEMINATION AND COLLECTION OF DOCUMENTS. i it = i, �.i L-, DMJM AVIATION 2202 N. West Shore Blvd., Suite 455 Tampa, FL 33607 Office: (813) 675-2121 For the Firm EB 7937 SFB ORLANDOISANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Contact: Victor White Tele: 407-585-4004 Fax: 407-322-5834 1ry,tti,a=;f r?I` ri'Ivies 1E(,�)ITT ,wDMISMISTRAT C)N ��� • airy v' ►A;r REVISI0i1S :Fli'�f.�Ifj4,C urn a� I f f F f i F } i Ule, SPECIFICATIONS _Lj� i, c 3 � P S;.'.'�'n' ; 19 i. r `�' �3 F.,' d" ,•�-�.-,,._.....�.,,_�,.,-r.....,.r.-�,--..,,.._..• SFB-01-GO10 I e f 1.5 DEFINITIONS TSA: TRANSPORTATION SECURITY ADMINISTRATION EDS: EXPLOSIVES DETECTION SYSTEM ETD: EXPLOSIVES TRACE DETECTION ATO: AIRLINE TICKET OFFICE TC: TICKET COUNTER CCTV: CLOSED CIRCUIT TV LEO: LAW ENFORCEMENT OFFICER SSCP: SECURITY SCREENING CHECKPOINT LANDSIDE: PUBLIC ACCESS AREAS AIRSIDE: RAMP AND SECURE EOD: EXPLOSIVE ORDINANCE DISPOSAL FIS: FEDERAL INSPECTION SERVICES RE -CHECK: BAGGAGE SCAN FOR INTERLINE BAGGAGE TCU: THREAT CONTAINMENT UNIT FSD: FEDERAL SECURITY DIRECTOR IFSR: INTERIM FEDERAL SECURITY ARCHITECT: AECOM TEAM PART 2 PRODUCTS 2.1 MATERIALS A. SALVAGE SUFFICIENT QUANTITIES OF ANY CUT OR REMOVED MATERIALS TO EFFECT REPAIR OF AREAS UNDER CONSTRUCTION. B. SURPLUS MATERIALS NOT UTILIZED WILL BE DISCARDED IN A MANNER THAT MEETS ALL ENVIRONMENTAL REQUIREMENTS OF THE AIRPORT AUTHORITY. C. CLEANING AGENTS: 1. USE CLEANING MATERIALS AND AGENTS RECOMMENDED BY THE MANUFACTURER OR FABRICATOR OF SURFACE TO BE CLEANED. 2. DO NOT USE CLEANING AGENTS THAT ARE HAZARDOUS TO PROPERTY OR HEALTH. 3. PROVIDE PRODUCTS AND METHODS OF EQUAL OR BETTER QUALITY TO EXISTING PRODUCTS FOUND IN THE FACILITY. 2.2 HAZARDOUS MATERIALS A. IT IS A REQUIREMENT OF THIS WORK THAT ALL PRODUCTS AND MATERIALS PROPOSED FOR USE HAVE BEEN COMPLETELY INVESTIGATED BY THE CONTRACTOR AND SUPPLIERS ARE CERTIFIED TO BE FREE OF ASBESTOS AND OTHER MATERIALS KNOWN TO BE HAZARDOUS TO PEOPLE'S HEALTH. B. CONTRACTOR ACCEPTS RESPONSIBILITY FOR PROHIBITING ALL HAZARDOUS MATERIALS FROM THE SITE FOR ALL WORK UNDER THIS CONTRACT. C, THE CONTRACTORS' RESPONSIBILITY FOR CONTROL OF HAZARDOUS MATERIALS EXTENDS SOLELY TO MATERIAL BROUGHT BY THE CONTRACTOR TO THE SITE. THE RESPONSIBILITY FOR IDENTIFICATION AND/OR REMEDIATION OF EXISTING HAZARDOUS MATERIALS IS SOLELY THE RESPONSIBILITY OF THE AIRPORT OWNER AND/OR OPERATOR. PART 3 EXECUTION 3.1 PREPARATION A. THE CONTRACTOR SHALL ACCEPT THE SITE AND EXISTING BUILDINGS IN THE CONDITION THAT THEY EXIST AT THE TIME THE CONTRACTOR IS GIVEN ACCESS TO THE WORK AREA. B. WHILE CONSTRUCTION WORK IS IN PROCESS THE CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT EXISTING CONSTRUCTION, FINISHES, EQUIPMENT, AND PERSONNEL AT THE SITE FROM HARM OR DAMAGE. 3.2 ALTERATIONS, CUTTING, AND PROTECTION A. THE CONTRACTOR IS TO PERFORM CUTTING AND REMOVAL WORK AS NOT TO CUT OR REMOVE MORE THAN IS NECESSARY AND AS NOT TO DAMAGE_ ADJACENT SUBSTRATES OR PREVIOUS WORK. B. PROTECTION: 1. THE CONTRACTOR IS TO PROTECT REMAINING FINISHES, EQUIPMENT, AND ADJACENT WORK FROM DAMAGE CAUSED BY CUTTING, MOVING, REMOVING, AND PATCHING OPERATIONS. 2. DURING DEMOLITION, CUTTING, MOVING, REMOVAL AND CONSTRUCTION THE CONTRACTOR IS TO PROVIDE POSITIVE DUST -CONTROL INCLUDING, BUT NOT LIMITED TO, INSTALLATION OF TEMPORARY COVERINGS SO AS TO PREVENT SPREAD OF DUST & DEBRIS TO ADJACENT OWNER'S OR PUBLIC OCCUPIED SPACE, C. DEBRIS: 1. GENERAL CONTRACTOR IS TO REMOVE DEBRIS FROM THE SITE EACH DAY. 2. GENERAL CONTRACTOR IS TO PREVENT OCCURRENCE OF UNSANITARY CONDITIONS STAINING OR DAMAGE DUE TO DEBRIS. 3.3 PATCHING A. QUALITY OF PATCHED OR EXTENDED WORK SHALL NOT BE LESS THAN THAT SPECIFIED FOR NEW WORK. B. WHEN NEW WORK ABUTS OR FINISHES FLUSH WITH EXISTING WORK, MAKE A SMOOTH TRANSITION. C. PATCHED WORK SHALL MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE SO THAT PATCH OR TRANSITION IS INVISIBLE AT A DISTANCE OF 5 FEET. 3.4 FINAL CLEANING A. GENERAL: 1. COMPLYING WITH MANUFACTURER'S INSTRUCTIONS CLEAN EACH SURFACE OR UNIT OF WORK TO THE CONDITION EXPECTED OF A COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM USING EXPERIENCED WORKERS OR PROFESSIONAL CLEANERS. 2. THE CONTRACTOR IS TO COMPLETE CLEANING OPERATION AND CONDUCT AN EXAMINATION OF WORK AREAS WITH THE OWNER BEFORE OBTAINING A CERTIFICATE OF OCCUPANCY FROM GOVERNING JURISDICTION. B. THE CONTRACTOR IS TO REMOVE GREASE, PETRO -CHEMICAL RESIDUE, MASTIC, ADHESIVE, DUST, DIRT, STAINS, FINGERPRINTS, LABELS AND OTHER MARKINGS FROM INTERIOR AND EXTERIOR SURFACES WHICH ARE IN EITHER DIRECT OR ACCESS VIEW. C. THE CONTRACTOR IS TO REMOVE DEBRIS AND SURFACE DUST FROM LIMITED ACCESS SPACES, INCLUDING PLENUMS, SHAFT WAYS, ETC. D. THE CONTRACTOR IS TO REMOVE ALL TEMPORARY LABELS. E. THE CONTRACTOR IS TO LEAVE PROJECT CLEAN AND READY FOR OCCUPANCY. END OF SECTION SECTION 01039 COORDINATION AND MEETINGS PART 1 GENERAL 1.1 COORDINATION A. COORDINATE SCHEDULING, SUBMITTALS, AND WORK OF VARIOUS SECTIONS OF SPECIFICATIONS TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF INTERDEPENDENT CONSTRUCTION ELEMENTS, WITH PROVISIONS FOR ACCOMMODATING ITEMS INSTALLED LATER. B. VERIFY THAT UTILITY REQUIREMENT CHARACTERISTICS OF OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES. COORDINATE WORK OF VARIOUS SECTIONS HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. C. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUIT, AS CLOSELY AS PRACTICABLE; PLACE RUNS PARALLEL WITH LINE OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS. D. IN FINISHED AREAS, CONCEAL PIPES, DUCTS, AND WIRING WITHIN CONSTRUCTION. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS. E. COORDINATE COMPLETION AND CLEAN UP OF WORK of SEPARATE SECTIONS IN PREPARATION FOR SUBSTANTIAL COMPLETION AND FOR PORTIONS OF WORK DESIGNATED FOR OWNERS OCCUPANCY. F. AFTER OWNER OCCUPANCY OF PREMISES, COORDINATE ACCESS TO SITE FOR CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS, TO MINIMIZE DISRUPTION OF OWNER'S ACTIVITIES. 1.2 ALTERATION PROJECT PROCEDURES A. MATERIALS: AS SPECIFIED IN PRODUCT SECTIONS; MATCH EXISTING PRODUCTS AND WORK FOR PATCHING AND EXTENDING WORK. B. CLOSE OPENINGS IN EXTERIOR SURFACES TO PROTECT EXISTING WORK FROM WEATHER AND EXTREMES OF TEMPERATURE AND HUMIDITY. C. REMOVE, CUT, AND PATCH WORK IN MANNER TO MINIMIZE DAMAGE AND TO PROVIDE MEANS OF RESTORING PRODUCTS AND FINISHES TO ORIGINAL [[ SPECIFIED ]] CONDITION. D. REFINISH VISIBLE EXISTING SURFACES TO REMAIN IN RENOVATED ROOMS AND SPACES, TO SPECIFIED CONDITION FOR EACH MATERIAL, WITH NEAT TRANSITION TO ADJACENT FINISHES. E, WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORM SMOOTH AND EVEN TRANSITION. PATCHED WORK TO MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. F. WHEN FINISHED SURFACES ARE CUT SO THAT SMOOTH TRANSITION WITH NEW WORK IS NOT POSSIBLE, TERMINATE EXISTING SURFACE ALONG STRAIGHT LINE AT NATURAL LINE OF DIVISION AND MAKE RECOMMENDATION TO ARCHITECT. G. WHERE CHANGE OF PLANE OF 1/4" OR MORE OCCURS, SUBMIT RECOMMENDATION FOR PROVIDING SMOOTH TRANSITION FOR ARCHITECT REVIEW AND APPROVAL. H. PATCH OR REPLACE PORTIONS OF EXISTING SURFACES WHICH ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER IMPERFECTIONS. I. FINISH SURFACES AS SPECIFIED IN INDIVIDUAL PRODUCT SECTIONS. 1.3 CUTTING AND PATCHING A. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM CUTTING AND PATCHING. B. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS WHICH AFFECTS: 1. STRUCTURAL INTEGRITY OF ELEMENT. 2. INTEGRITY OF WEATHER -EXPOSED OR MOISTURE -RESISTANT ELEMENTS. 3, EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. 4. VISUAL QUALITIES OF SIGHT -EXPOSED ELEMENTS. 5. WORK OF OWNER OR SEPARATE CONTRACTOR. C. EXECUTE CUTTING, FITTING, AND PATCHING TO COMPLETE WORK, AND TO: 1. FIT SEVERAL PARTS TOGETHER, TO INTEGRATE WITH OTHER WORK. 2. UNCOVER WORK TO INSTALL OR CORRECT ILL-TIMED WORK. 3. REMOVE AND REPLACE DEFECTIVE AND NON -CONFORMING WORK. 4. REMOVE SAMPLES OF INSTALLED WORK FOR TESTING. 5, PROVIDE OPENINGS IN ELEMENTS OF WORK FOR PENETRATIONS OF MECHANICAL AND ELECTRICAL WORK. D. EXECUTE WORK BY METHODS WHICH WILL AVOID DAMAGE TO OTHER WORK, AND PROVIDE PROPER SURFACES TO RECEIVE PATCHING AND FINISHING. E. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. F. RESTORE WORK WITH NEW PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. G. FIT WORK TIGHT TO PIPES, SLEEVES, DUCTS, CONDUIT, AND OTHER PENETRATIONS THROUGH SURFACES. H. MAINTAIN INTEGRITY OF WALL, CEILING, OR FLOOR CONSTRUCTION; COMPLETELY SEAL VOIDS. I. REFINISH SURFACES TO MATCH ADJACENT FINISHES. FOR CONTINUOUS SURFACES, REFINISH TO NEAREST INTERSECTION; FOR AN ASSEMBLY, REFINISH ENTIRE UNIT. J. IDENTIFY ANY HAZARDOUS SUBSTANCE OR CONDITION EXPOSED DURING WORK TO ARCHITECT FOR DECISION OR REMEDY. K. WHERE WARRANTIES ARE IN FORCE FOR EXISTING WORK, COORDINATE CUTTING AND PATCHING WORK WITH MANUFACTURER AND INSTALLER OF WARRANTED PRODUCT TO AVOID VOIDING WARRANTY. PART 2 PRODUCTS NOT USED. PART 3 EXECUTION NOT USED. END OF SECTION SECTION 01045 CUTTING AND PATCHING PART 1 GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. REQUIREMENTS AND LIMITATIONS OF CUTTING AND PATCHING OF WORK. 2. EXECUTE CUTTING, FITTING AND PATCHING, INCLUDING ATTENDANT EXCAVATION AND BACKFILL, REQUIRED TO COMPLETE WORK OR TO: a. MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY. b. UNCOVER PORTIONS OF THE WORK TO PROVIDE FOR INSTALLATION OF ILL- TIMED WORK. c. REMOVE AND REPLACE_ DEFECTIVE WORK. d. REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF CONTRACT DOCUMENTS. e. REMOVE SAMPLES OF INSTALLED WORK AS SPECIFIED FOR TESTING. f, MAKE ROUTINE PENETRATIONS OF NON-STRUCTURAL SURFACES FOR INSTALLATION OF MECHANICAL, ELECTRICAL AND PLUMBING WORK. 9 UNCOVER WORK THAT HAS BEEN COVERED PRIOR TO ARCHITECT'S REQUIRED OBSERVATION. 1.2 SUBMITTALS A. SUBMIT WRITTEN REQUEST TO ARCHITECT IN ADVANCE OF EXECUTING CUTTING OR ALTERATION, OTHER THAN REQUIRED BY CONTRACT DOCUMENTS, WHICH AFFECTS: 1. WORK OF OWNER OR ANY SEPARATE CONTRACTOR. 2. STRUCTURAL VALUE OR INTEGRITY OF ANY ELEMENT OF PROJECT. 3. INTEGRITY OR EFFECTIVENESS OF WEATHER -EXPOSED OR MOISTURE -RESISTANT ELEMENTS OR SYSTEMS. 4, EFFICIENCY, OPERATIONAL LIFE, MAINTENANCE OR SAFETY OF OPERATIONAL ELEMENTS. 5. VISUAL QUALITIES OF SIGHT -EXPOSED ELEMENTS. B. REQUEST SHALL INCLUDE: 1. IDENTIFICATION OF PROJECT. 2. LOCATION AND DESCRIPTION OF AFFECTED WORK. 3. NECESSITY FOR CUTTING, ALTERATION OR EXCAVATION. 4. EFFECT ON WORK OF OWNER OR ANY SEPARATE_ CONTRACTOR, OR ON STRUCTURAL OR WEATHERPROOF INTEGRITY OF PROJECT. 5. DESCRIPTION OF PROPOSED WORK: a. SCOPE OF CUTTING, PATCHING, ALTERATION, OR EXCAVATION. b. TRADES WHO WILL EXECUTE WORK. C. PRODUCTS PROPOSED TO BE USED. d. EXTENT OF REFINISHING TO BE DONE. e. COST PROPOSAL WHEN APPLICABLE. 6. ALTERNATIVES TO CUTTING AND PATCHING. 7. WRITTEN PERMISSION OF ANY SEPARATE CONTRACTOR WHOSE WORK WILL BE AFFECTED. C. SHOULD CONDITIONS OF WORK OR SCHEDULE INDICATE CHANGE OF PRODUCTS FROM ORIGINAL INSTALLATION, CONTRACTOR SHALL SUBMIT REQUEST FOR SUBSTITUTION AS SPECIFIED IN SECTION 01630. D. SUBMIT WRITTEN NOTICE TO ARCHITECT DESIGNATING DATE AND TIME WORK WILL BE UNCOVERED OR ALTERED. 1.3 COORDINATION A. WHERE WARRANTIES ARE IN FORCE FOR EXISTING WORK, COORDINATE CUTTING AND PATCHING WORK WITH MANUFACTURER AND INSTALLER OF WARRANTED PRODUCT TO AVOID VOIDING WARRANTY. PART 2 PRODUCTS 2.1 MATERIALS A. COMPLY WITH SPECIFICATIONS AND STANDARDS FOR EACH SPECIFIC PRODUCT INVOLVED. B. SHOULD CONDITIONS OF WORK OR SCHEDULE INDICATE CHANGE OF PRODUCTS FROM ORIGINAL INSTALLATION, SUBMIT REQUEST FOR SUBSTITUTION AS SPECIFIED IN SECTION 01600. AV" LL rl50 [.�.p Arripf!S„!o Rot_,!„d. DMJM AVIATION 2202 N. West Shore Blvd., Suite 455 Tampa, FL 33607 Office: (813) 675-2121 For the Firm EB 7937 { SFB OR.LANDO/SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Contact: Victor White Tele: 407-585-4004 Fax: 407-322-5534 1:I.y ADNAIh!{,�i�5r't:r4.C��1 4 °p' { r j � 1 pi(;.4, C�ESi;*tfF�►ir3oP Ct��T, FILE" LOG i i i f I i I i S.,ee`t Tit'l SPECIFICATIONS SFB-01-G011 (V ^nei,plr i 2002, t. -- - ------- - -------- ... . ......... . - - ----- ------ ­­ ....... ...... . ........ ­­­­ . ...... --- --- ------ ------- PART 3 EXECUTION 1.3 PROPOSED PRODUCTS LIST 1.3 TEMPORARY HEAT 3.1 EXAMINATION A. WITHIN 15 DAYS AFTER DATE NOTICE TO PROCEED, SUBMIT COMPLETE LIST OF MAJOR A, UTILIZE OWNER'S EXISTING HEAT PLANT, EXTEND AND SUPPLEMENT WITH TEMPORARY I A. EXAMINE EXISTING CONDITIONS OF PROJECT, INCLUDING ELEMENTS SUBJECT TO PRODUCTS PROPOSED FOR USE, WITH NAME OF MANUFACTURER, TRADE NAME, AND HEAT DEVICES AS REQUIRED TO MAINTAIN SPECIFIED CONDITIONS FOR CONSTRUCTION DAMAGE OR TO MOVEMENT DURING CUTTING, PATCHING, EXCAVATING, AND MODEL NUMBER OF EACH PRODUCT. OPERATIONS. BACKFILLING. B. FOR PRODUCTS SPECIFIED ONLY BY REFERENCE STANDARDS, GIVE MANUFACTURER, B. OWNER WILL PAY COST OF ENERGY USED, EXERCISE MEASURES TO CONSERVE B. AFTER UNCOVERING WORK, EXAMINE CONDITIONS AFFECTING INSTALLATION OF TRADE NAME, MODEL OR CATALOG DESIGNATION, AND REFERENCE STANDARDS. ENERGY. PRODUCTS, DR PERFORMANCE OF WORK. C. PRIOR TO OPERATION OF PERMANENT EQUIPMENT FOR TEMPORARY HEATING ui C. REPORT UNSATISFACTORY OR QUESTIONABLE_ CONDITIONS TO ARCHITECT IN WRITING. 1.4 SHOP DRAWINGS PURPOSES, VERIFY THAT INSTALLATION IS APPROVED FOR OPERATION, EQUIPMENT IS fiE,,x; is 1'_508 ! DO NOT PROCEED WITH WORK UNTIL ARCHITECT HAS PROVIDED FURTHER A. SUBMIT IN FORM OF ONE REPRODUCIBLE TRANSPARENCY (SEPIA) AND FIVE OPAQUE LUBRICATED AND FILTERS ARE IN PLACE. PROVIDE AND PAY FOR OPERATION, I INSTRUCTIONS. REPRODUCTIONS. SUBMIT ONE ADDITIONAL OPAQUE REPRODUCTION FOR CIVIL, MAINTENANCE, AND REGULAR REPLACEMENT OF FILTERS AND WORN OR CONSUMED DMJM AVIATION STRUCTURAL, MECHANICAL, ELECTRICAL, AND LANDSCAPING WORK. PARTS. 3.2 PREPARATION B. AFTER REVIEW, DISTRIBUTE IN ACCORDANCE WITH ARTICLE ON PROCEDURES ABOVE D. MAINTAIN MINIMUM AMBIENT TEMPERATURE OF 50 DEGREES F IN AREAS WHERE 2202 N. West Shore. Blvd., Suite 455 A. PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO ASSURE STRUCTURAL AND FOR PROJECT RECORD DOCUMENTS. CONSTRUCTION IS IN PROGRESS, UNLESS INDICATED OTHERWISE IN SPECIFICATIONS. Tampa, FL 33607 office: ( FL 675-2121 VALUE OR INTEGRITY OF AFFECTED PORTION OF WORK. For, the Firm ER 7937 B. PROVIDE DEVICES AND METHODS TO PROTECT OTHER PORTIONS OF PROJECT FROM 1.5 PRODUCT DATA 1.4 TELEPHONE SERVICE - DAMAGE. A. SUBMIT NUMBER OF COPIES WHICH CONTRACTOR REQUIRES, PLUS TWO COPIES WHICH A. PROVIDE, MAINTAIN AND PAY FOR TELEPHONE SERVICE TO FIELD OFFICE AT TIME OF C. PROVIDE PROTECTION FROM ELEMENTS FOR THAT PORTION OF THE PROJECT WHICH WILL BE RETAINED BY ARCHITECT. PROJECT MOBILIZATION. MAY BE EXPOSED BY CUTTING AND PATCHING WORK. B. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER D. MAINTAIN EXCAVATIONS FREE FROM WATER. DATA. SUPPLEMENT MANUFACTURERS' STANDARD DATA TO PROVIDE INFORMATION 1.5 TEMPORARY WATER SERVICE ORLASF� RD UNIQUE TO THIS PROJECT. A. CONNECT TO EXISTING WATER SOURCE FOR CONSTRUCTION OPERATIONS. INTERNATIONAL AIR AIRPORT 3.3 DUST CONTROL C. AFTER REVIEW, DISTRIBUTE IN ACCORDANCE WITH ARTICLE_ ON PROCEDURES ABOVE_ B, OWNER WILL PAY COST OF WATER USED. EXERCISE MEASURES TO CONSERVE WATER. SANFO D, �ANF®RD, FLORIDAFL.Q A. PROVIDE POSITIVE METHODS OF DUST CONTROL AND APPLY DUST CONTROL MATERIALS AND PROVIDE COPIES FOR RECORD DOCUMENTS DESCRIBED IN SECTION 01700 - C. EXTEND BRANCH PIPING WITH OUTLETS LOCATED SO WATER IS AVAILABLE BY HOSES TO MINIMIZE RAISING DUST FROM CUTTING AND PATCHING OPERATIONS. CONTRACT CLOSEOUT. WITH THREADED CONNECTIONS. B. CONFORM TO REQUIREMENTS FOR TEMPORARY BARRIERS, ENCLOSURES AND AIRPORT CONTACT: CONTROLS DESCRIBED IN SECTION 01500. 1.6 SAMPLES 1.6 TEMPORARY SANITARY FACILITIES Victor White A. SUBMIT SAMPLES TO ILLUSTRATE FUNCTIONAL AND AESTHETIC CHARACTERISTICS OF A. EXISTING FACILITIES, AS DESIGNATED BY THE AIRPORT AUTHORITY, MAY BE USED TeleContact: 40- 407-322-4004 3.4 PERFORMANCE PRODUCT, WITH INTEGRAL PARTS AND ATTACHMENT DEVICES. COORDINATE SAMPLE DURING CONSTRUCTION OPERATIONS, MAINTAIN DAILY IN CLEAN AND SANITARY Fax: Fax: 407-322-5534 A. EXECUTE CUTTING AND DEMOLITION BY METHODS WHICH WILL PREVENT DAMAGE TO SUBMITTALS FOR INTERFACING WORK. CONDITION. OTHER WORK, AND WILL PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OF B. SUBMIT SAMPLES OF FINISHES [[ FROM FULL RANGE OF MANUFACTURERS' STANDARD R AT END OF CONSTRUCTION, RETURN FACILITIES TO SAME OR BETTER CONDITION THAN REPAIRS. COLORS ]] [[ IN CUSTOM COLORS SELECTED ]], TEXTURES, AND PATTERNS FOR ORIGINALLY FOUND.B. EXECUTE FITTING AND ADJUSTMENT OF PRODUCTS TO PROVIDE FINISHED INSTALLATION ARCHITECT'S SELECTION. rt r�: r <it �`r i� rt !-E. CVR T ADM IN TO COMPLY WITH SPECIFIED PRODUCTS, FUNCTIONS, TOLERANCES AND FINISHES. C. INCLUDE IDENTIFICATION ON EACH SAMPLE, WITH FULL PROJECT INFORMATION. 1.7 BARRIERS, C. RESTORE WORK WHICH HAS BEEN CUT OR REMOVED. INSTALL NEW PRODUCTS TO D. SUBMIT THREE SAMPLES OF ITEMS SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS; A. PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION AREAS TO PROVIDE WORK IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. ONE OF WHICH WILL BE RETAINED BY ARCHITECT. ALLOW FOR AIRPORT AUTHORITY'S USE OF SITE, AND TO PROTECT EXISTING FACILITIES D. FIT WORK AIRTIGHT TO PIPES, SLEEVES, DUCTS, CONDUIT AND OTHER PENETRATIONS E. REVIEWED SAMPLES WHICH MAY BE USED IN WORK ARE INDICATED IN INDIVIDUAL AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS AND 11 THROUGH SURFACES. WHERE FIRE -RATED SEPARATIONS ARE PENETRATED, FILL SPACE SPECIFICATION SECTIONS. DEMOLITION. el AROUND PIPE OR INSERT WITH MATERIAL WITH PHYSICAL CHARACTERISTICS B. PROVIDE BARRICADES REQUIRED BY GOVERNING AUTHORITIES FOR PUBLIC RIGHTS -OF- EQUIVALENT TO FIRE -RESISTANCE REQUIREMENT OF PENETRATED SURFACE, 1.7 MANUFACTURER'S INSTRUCTIONS WAY AND FOR PUBLIC ACCESS TO EXISTING BUILDING. E. REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN FINISH TO MATCH A. WHEN SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, SUBMIT MANUFACTURERS' C. PROTECT STORED MATERIALS, SITE AND STRUCTURES FROM DAMAGE. ADJACENT FINISHES: PRINTED INSTRUCTIONS FOR DELIVERY, STORAGE, ASSEMBLY, INSTALLATION, [[ START- 1, FOR CONTINUOUS SURFACES, REFINISH TO NEAREST INTERSECTION. UP, ]] ADJUSTING, AND FINISHING, IN QUANTITIES SPECIFIED FOR PRODUCT DATA. 1.8 EXTERIOR ENCLOSURES 2. FOR ASSEMBLY, REFINISH ENTIRE UNIT. B, IDENTIFY CONFLICTS BETWEEN MANUFACTURERS' INSTRUCTIONS AND CONTRACT A. PROVIDE TEMPORARY WEATHER -TIGHT CLOSURE OF EXTERIOR OPENINGS TO 1 RE��`� t�I ! F. EMPLOY ORIGINAL INSTALLER OR FABRICATOR OF WORK PERFORMED UNDER THIS DOCUMENTS. ACCOMMODATE ACCEPTABLE WORKING CONDITIONS AND PROTECTION FOR PRODUCTS, :;- [�EzC.uPIlcit; CONTRACT TO PERFORM CUTTING AND PATCHING FOR: TO ALLOW FOR TEMPORARY HEATING AND MAINTENANCE_ OF REQUIRED AMBIENT °,......,.. °...•.m..- LL.., n..w w..-w ..., 1. WEATHER -EXPOSED OR MOISTURE -RESISTANT ELEMENTS. 1.8 MANUFACTURER'S CERTIFICATES TEMPERATURES IDENTIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, AND TO PREVENT- --- 2. SIGHT -EXPOSED FINISHED SURFACES. A. WHEN SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, SUBMIT MANUFACTURERS' ENTRY OF UNAUTHORIZED PERSONS. PROVIDE ACCESS DOORS WITH SELF -CLOSING — CERTIFICATE TO ARCHITECT FOR REVIEW, IN QUANTITIES SPECIFIED FOR PRODUCT HARDWARE AND LOCKS. END OF SECTION DATA. B. INDICATE MATERIAL OR PRODUCT CONFORMS TO OR EXCEEDS SPECIFIED 1.9 INTERIOR ENCLOSURES _._.....__.. r_.....�..., �._._-_....-_. SECTION 01300 REQUIREMENTS. SUBMIT SUPPORTING REFERENCE DATE, AFFIDAVITS, AND A. PROVIDE TEMPORARY PARTITIONS AND CEILINGS AS REQUIRED TO SEPARATE WORK�� --_,�•m„�- - -M° r-M� � SUBMITTALS CERTIFICATIONS AS APPROPRIATE. AREAS FROM AIRPORT AUTHORITY OCCUPIED AREAS, TO PREVENT PENETRATION OF="II:..w l...: PART 1 GENERAL 1.1 SUBMITTAL PROCEDURES C. CERTIFICATES MAY BE RECENT OR PREVIOUS TEST RESULTS ON MATERIAL OR PRODUCT, BUT MUST BE ACCEPTABLE TO ARCHITECT. DUST AND MOISTURE INTO AIRPORT AUTHORITY S OCCUPIED AREAS, AND TO PREVENT DAMAGE TO EXISTING MATERIALS AND EQUIPMENT. ------.� --- -y- - — -- -�- -� - ------ 4� - A. TRANSMIT EACH SUBMITTAL WITH AIA FORM G810 OR OTHER FORM APPROVED BY THE B. CONSTRUCTION: FRAMING AND PLYWOOD/GYPSUM BOARD SHEET MATERIALS WITH =-- - AIRPORT AUTHORITY AND ARCHITECT, PART 2 PRODUCTS CLOSED JOINTS AND SEALED EDGES AT INTERSECTIONS WITH EXISTING SURFACES; B. SEQUENTIALLY NUMBER TRANSMITTAL FORMS. RESUBMITTALS TO HAVE ORIGINAL NOT USED. INSULATED TO STC RATING OF 35 IN ACCORDANCE WITH ASTM E90, MAXIMUM FLAME NUMBER WITH ALPHABETIC SUFFIX. PART 3 EXECUTION SPREAD RATING OF 75 IN ACCORDANCE WITH ASTM E84.-23-02 C, IDENTIFY PROJECT, CONTRACTOR, SUBCONTRACTOR OR SUPPLIER; PERTINENT NOT USED. C. PAINT SURFACES EXPOSED TO VIEW FROM AIRPORT AUTHORITY'S OCCUPIED AREAS. �.. "''" 10 DRAWING SHEET AND DETAIL NUMBER(S), AND SPECIFICATION SECTION NUMBER, AS 1.10 PROTECTION OF INSTALLED WORK APPROPRIATE. END OF SECTION A. PROTECT INSTALLED WORK AND PROVIDE SPECIAL PROTECTION WHERE SPECIFIED IN D. APPLY CONTRACTOR'S STAMP, SIGNED OR INITIALLED CERTIFYING THAT REVIEW, INDIVIDUAL SPECIFICATION SECTIONS. VERIFICATION OF PRODUCTS REQUIRED, FIELD DIMENSIONS, ADJACENT CONSTRUCTION SECTION 01500 B. PROVIDE TEMPORARY AND REMOVABLE_ PROTECTION FOR INSTALLED PRODUCTS. WORK, AND COORDINATION OF INFORMATION, IS IN ACCORDANCE WITH REQUIREMENTS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS CONTROL ACTIVITY IN IMMEDIATE WORK AREA TO MINIMIZE DAMAGE. 1 OF WORK AND CONTRACT DOCUMENTS. C. PROVIDE PROTECTIVE_ COVERINGS AT WALLS, PROJECTIONS, JAMBS, SILLS, AND SOFFITS E. SCHEDULE SUBMITTALS TO EXPEDITE PROJECT, AND DELIVER TO ARCHITECT. PART 1 GENERAL OF OPENINGS. COORDINATE SUBMISSION OF RELATED ITEMS. 1.1 TEMPORARY ELECTRICITY D. PROTECT FINISHED FLOORS, STAIRS, AND OTHER SURFACES FROM TRAFFIC, DIRT, WEAR, { F. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM A. PROVIDE TEMPORARY ELECTRIC FEEDER FROM EXISTING BUILDING POWER DAMAGE, OR MOVEMENT OF HEAVY OBJECTS, BY PROTECTING WITH DURABLE SHEET } LIMITATIONS WHICH MAY BE DETRIMENTAL TO SUCCESSFUL PERFORMANCE OF CONSUMPTION SHALL NOT DISRUPT AIRPORT AUTHORITY'S NEED FOR CONTINUOUS MATERIALS. COMPLETED WORK. SERVICE. 1.11 SECURITY G. PROVIDE SPACE FOR CONTRACTOR AND ARCHITECT REVIEW STAMPS, B. AIRPORT AUTHORITY WILL PAY COST OF ENERGY USED. EXERCISE MEASURES TO A. PROVIDE SECURITY AND FACILITIES TO PROTECT WORK, AND EXISTING FACILITIES, AND H. REVISE AND RESUBMIT SUBMITTALS AS REQUIRED, IDENTIFY ALL CHANGES MADE SINCE CONSERVE ENERGY. AIRPORT AUTHORITY'S OPERATIONS FROM UNAUTHORIZED ENTRY, VANDALISM, OR PREVIOUS SUBMITTAL. C. PROVIDE POWER OUTLETS FOR CONSTRUCTION OPERATIONS, WITH BRANCH WIRING THEFT. I. DISTRIBUTE COPIES OF REVIEWED SUBMITTALS TO CONCERNED PARTIES. INSTRUCT AND DISTRIBUTION BOXES WITH FLEXIBLE POWER CORDS AS REQUIRED. B. COORDINATE_ WITH AIRPORT AUTHORITY'S SECURITY PROGRAM. PARTIES TO PROMPTLY REPORT ANY INABILITY TO COMPLY WITH PROVISIONS. D. PERMANENT CONVENIENCE RECEPTACLES MAY NOT BE UTILIZED DURING C. PARKING j CONSTRUCTION. D. PARKING FOR CONSTRUCTION PERSONNEL SHALL BE AT LOCATIONS DESIGNATED BY x._ _...; _ m ..---m__-_----..._. _ 1.2 CONSTRUCTION PROGRESS SCHEDULES E. PROVIDE ADEQUATE DISTRIBUTION EQUIPMENT, WIRING, AND OUTLETS TO PROVIDE THE AIRPORT AUTHORITY. A. SUBMIT INITIAL PROGRESS SCHEDULE IN DUPLICATE WITHIN 15 DAYS AFTER DATE SINGLE PHASE BRANCH CIRCUITS FOR POWER AND LIGHTING. 1.12 PROGRESS CLEANING }4s t F` ESTABLISHED IN NOTICE TO PROCEED FOR ARCHITECT REVIEW. A. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN SITE IN A B. REVISE AND RESUBMIT AS REQUIRED. 1.2 TEMPORARY LIGHTING CLEAN AND ORDERLY CONDITION. SPECIFICATIONS C. SUBMIT REVISED SCHEDULES WITH EACH APPLICATION FOR PAYMENT, IDENTIFYING A. PROVIDE AND MAINTAIN LIGHTING FOR CONSTRUCTION OPERATIONS. B. REMOVE_ DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS, ATTICS, CRAWL SPACES, CHANGES SINCE PREVIOUS VERSION. B. PROVIDE AND MAINTAIN 0.25 WATT/SQ.FT. H.I.D. LIGHTING TO INTERIOR WORK AREAS AND OTHER CLOSED OR REMOTE SPACES, PRIOR TO ENCLOSING SPACE. ___ D. SUBMIT HORIZONTAL BAR CHART WITH SEPARATE LINE_ FOR EACH MAJOR SECTION OF AFTER DARK FOR SECURITY PURPOSES. C. BROOM AND VACUUM CLEAN INTERIOR AREAS PRIOR TO START OF SURFACE FINISHING, =4; rt�, rn' , t WORK OR OPERATION, IDENTIFYING FIRST WORK DAY OF EACH WEEK. C. PROVIDE BRANCH WIRING FROM POWER SOURCE TO DISTRIBUTION BOXES WITH AND CONTINUE CLEANING TO ELIMINATE DUST. D0!� tatr) r LIGHTING CONDUCTORS, PIGTAILS, AND LAMPS AS REQUIRED. D. REMOVE WASTE MATERIALS, DEBRIS, AND RUBBISH FROM SITE DAILY AND DISPOSE OFF- [-,burnbf ,,r D. MAINTAIN LIGHTING AND PROVIDE ROUTINE REPAIRS. SITE. SFB-01-GO12 1.13 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS 2. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND CERTIFIED TEST RESULTS 1.2 FINAL CLEANING A. REMOVE TEMPORARY EQUIPMENT, FACILITIES, MATERIALS, PRIOR TO SUBSTANTIAL ATTESTING TO PROPOSED PRODUCT EQUIVALENCE. A. CLEAN EQUIPMENT AND FIXTURES TO SANITARY CONDITION. OPERATING COMPLETION. 3. ARCHITECT WILL NOTIFY CONTRACTOR, IN WRITING, OF DECISION TO ACCEPT OR B. REPLACE FILTERS OF EQUIPMENT. B. CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY WORK. REJECT REQUEST. C. CLEAN DEBRIS FROM ROOFS, GUTTERS, DOWNSPOUTS, AND DRAINAGE SYSTEMS. C. RESTORE EXISTING FACILITIES USED DURING CONSTRUCTION TO ORIGINAL CONDITION. D. CLEAN SITE; SWEEP PAVED AREAS, RAKE CLEAN LANDSCAPED SURFACES. RESTORE PERMANENT FACILITIES USED DURING CONSTRUCTION TO SPECIFIED PART 2 PRODUCTS E. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH, AND CONSTRUCTION FACILITIES CONDITION. NOT USED. FROM SITE. 250 E. Arapaho Road Site 125 PART 3 EXECUTION F. EXECUTE_ FINAL CLEANING PRIOR TO FINAL INSPECTION. tidhgrd.5o.n, Tu �a!a 7508.1 _2:_ PART 2 PRODUCTS NOT USED. NOT USED. 1.3 ADJUSTING DMJM AVIATION PART 3 EXECUTION END OF SECTION A. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH AND UNHINDERED NOT USED. OPERATION. 2202 N. West Shore Blvd., Suite 455 SECTION 01650 Tampa, FL 33607 Office: (813) 675-2121 END OF SECTION STARTING OF SYSTEMS 1.4 PROJECT RECORD DOCUMENTS For the Firm EB 7937 A. MAINTAIN ON SITE, ONE SET OF FOLLOWING RECORD DOCUMENTS; RECORD ACTUAL-.._.�-�� SECTION 01600 PART 1 GENERAL REVISIONS TO WORK. - MATERIAL AND EQUIPMENT 1.1 STARTING SYSTEMS 1. CONTRACT DRAWINGS. A. COORDINATE SCHEDULE FOR START-UP OF VARIOUS EQUIPMENT AND SYSTEMS. 2. SPECIFICATIONS- SF13 PART 1 GENERAL B. NOTIFY ARCHITECT AND AIRPORT AUTHORITY SEVEN DAYS PRIOR TO START-UP OF EACH 3. ADDENDA. ORLANDO/SANFORD 1.1 PRODUCTS ITEM. 4. CHANGE ORDERS AND OTHER MODIFICATIONS TO CONTRACT. INTERNATIONAL AIRPORT A. PRODUCTS: MEANS NEW MATERIAL, MACHINERY, COMPONENTS, EQUIPMENT, FIXTURES, C. VERIFY THAT EACH PIECE OF EQUIPMENT OR SYSTEM HAS BEEN CHECKED FOR PROPER 5. REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. SANFORD, FLORIDA AND SYSTEMS FORMING WORK. DOES NOT INCLUDE MACHINERY AND EQUIPMENT USED LUBRICATION, DRIVE ROTATION, BELT TENSION, CONTROL SEQUENCE, OR OTHER B. STORE RECORD DOCUMENTS SEPARATE FROM DOCUMENTS USED FOR CONSTRUCTION. FOR PREPARATION, FABRICATION, CONVEYING AND ERECTION OF WORK. PRODUCTS CONDITIONS WHICH MAY CAUSE DAMAGE. C. RECORD INFORMATION CONCURRENT WITH CONSTRUCTION PROGRESS. MAY ALSO INCLUDE EXISTING MATERIALS OR COMPONENTS REQUIRED FOR REUSE. D. VERIFY THAT TESTS, METER READINGS, AND SPECIFIED ELECTRICAL CHARACTERISTICS D. SPECIFICATIONS: LEGIBLY MARK AND RECORD AT EACH PRODUCT SECTION AIRPORT CONTACT: B. DO NOT USE MATERIALS AND EQUIPMENT REMOVED FROM EXISTING PREMISES, EXCEPT NOT AGREE WITH THOSE REQUIRED BY EQUIPMENT OR SYSTEM MANUFACTURER. DESCRIPTION OF ACTUAL PRODUCTS INSTALLED, INCLUDING FOLLOWING: Contact: Victor White `T AS PERMITTED BY CONTRACT DOCUMENTS. E. VERIFY WIRING AND SUPPORT COMPONENTS FOR EQUIPMENT ARE COMPLETE AND 1. MANUFACTURER'S NAME AND PRODUCT MODEL AND NUMBER. -40D4 407-322-5$34 C. PROVIDE INTERCHANGEABLE COMPONENTS OF SAME MANUFACTURER, FOR SIMILAR TESTED. 2. PRODUCT SUBSTITUTIONS OR ALTERNATES UTILIZED. Fax. 407-322 COMPONENTS. F. EXECUTE START-UP UNDER SUPERVISION OF RESPONSIBLE MANUFACTURER'S 3. CHANGES MADE BY ADDENDA AND MODIFICATIONS. REPRESENTATIVE, CONTRACTORS' PERSONNEL, AIRPORT AUTHORITY'S PERSONNEL_ IN E. RECORD DOCUMENTS AND SHOP DRAWINGS: LEGIBLY MARK EACH ITEM TO RECORD- 1.2 TRANSPORTATION AND HANDLING ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. ACTUAL CONSTRUCTION INCLUDING - A. TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S G. WHEN SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, REQUIRE MANUFACTURER TO 1. MEASURED HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES INSTRUCTIONS. PROVIDE AUTHORIZED REPRESENTATIVE TO BE PRESENT AT SITE TO INSPECT, CHECK AND APPURTENANCES, REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. r B. PROMPTLY INSPECT SHIPMENTS TO ASSURE THAT PRODUCTS COMPLY WITH AND APPROVE EQUIPMENT OR SYSTEM INSTALLATION PRIOR TO START-UP, AND TO 2. MEASURED LOCATIONS OF INTERNAL UTILITIES AND APPURTENANCES CONCEALED.«"`p � REQUIREMENTS, QUANTITIES ARE CORRECT, AND PRODUCTS ARE UNDAMAGED. SUPERVISE PLACING EQUIPMENT OR SYSTEM IN OPERATION. IN CONSTRUCTION, REFERENCED TO VISIBLE AND ACCESSIBLE FEATURES OF C. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO H. SUBMIT WRITTEN REPORT THAT EQUIPMENT OR SYSTEM HAS BEEN PROPERLY WORK. PREVENT SOILING, DISFIGUREMENT, OR DAMAGE. INSTALLED AND IS FUNCTIONING CORRECTLY. 3. FIELD CHANGES OF DIMENSION AND DETAIL. . 4. DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS.`,, 1.2 DEMONSTRATION AND INSTRUCTIONS F. DELETE ARCHITECT TITLE BLOCK AND SEAL FROM DOCUMENTS. 1.3 STORAGE AND PROTECTION A. DEMONSTRATE OPERATION AND MAINTENANCE OF PRODUCTS TO AIRPORT AUTHORITY'S G. SUBMIT DOCUMENTS TO ARCHITECT WITH CLAIM FOR FINAL APPLICATION FOR PAYMENT. A. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S PERSONNEL TWO WEEKS PRIOR TO DATE OF SUBSTANTIAL COMPLETION. �-obte`- -�` �"� ^�` INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. STORE SENSITIVE B. QUALIFIED MANUFACTURERS' REPRESENTATIVE WHO IS KNOWLEDGEABLE ABOUT OPERATION AND MAINTENANCE DATA PRODUCTS IN WEATHER -TIGHT, CLIMATE CONTROLLED ENCLOSURES. PROJECT REQUIREMENTS SHALL DEMONSTRATE PROJECT EQUIPMENT AND INSTRUCTED H. SUBMIT THREE SETS PRIOR TO FINAL INSPECTION, BOUND IN 8-1/2° X 11" TEXT PAGES, B. FOR EXTERIOR STORAGE OF FABRICATED PRODUCTS PLACE ON SLOPED SUPPORTS > > AIRPORT AUTHORITY'S REPRESENTATIVE. THREE RING BINDERS WITH DURABLE PLASTIC COVERS AND OF CAPACITY FOR T^ -----� Opel. SF^�Li'.iPFtCir� A �+iE ABOVE GROUND. C. FOR EQUIPMENT OR SYSTEMS REQUIRING SEASONAL OPERATION, PERFORM EXPANSION. .,rm...,m... ,..... .A -._ _,...µ .......� w... .wv,F_... C. PROVIDE OFF -SITE STORAGE AND PROTECTION WHEN SITE DOES NOT PERMIT ON -SITE DEMONSTRATION FOR OTHER SEASON WITHIN SIX MONTHS. 1. PREPARE BINDER COVERS WITH PRINTED TITLE "OPERATION AND MAINTENANCE - ----�--�-_"� STORAGE OR PROTECTION, D. COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET COVERING. D. UTILIZE OPERATION AND MAINTENANCE MANUALS AS BASIS FOR INSTRUCTION. REVIEW CONTENTS OF MANUAL WITH AIRPORT AUTHORITY'S PERSONNEL IN DETAIL TO EXPLAIN INSTRUCTIONS", TITLE OF PROJECT, AND SUBJECT MATTER OF BINDER WHEN MULTIPLE�- BINDERS ARE REQUIRED. PROVIDE VENTILATION TO AVOID CONDENSATION. ALL ASPECTS OF OPERATION AND MAINTENANCE. J. INTERNALLY SUBDIVIDE BINDER CONTENTS WITH PERMANENT PAGE DIVIDERS, E. STORE LOOSE GRANULAR MATERIALS ON SOLID FLAT SURFACES IN WELL -DRAINED AREA. E. DEMONSTRATE START-UP, OPERATION, CONTROL, ADJUSTMENT, TROUBLE -SHOOTING, LOGICALLY ORGANIZED AS DESCRIBED BELOW; WITH TAB TITLING CLEARLY PRINTED PROVIDE MIXING WITH FOREIGN MATTER. SERVICING, MAINTENANCE, AND SHUTDOWN OF EACH ITEM OF EQUIPMENT AT AGREED- UNDER REINFORCED LAMINATED PLASTIC TABS.-- F. PROVIDE EQUIPMENT AND PERSONNEL TO STORE PRODUCTS BY METHODS TO PREVENT UPON TIMES, AT DESIGNATED LOCATION. K. CONTENTS: PREPARE TABLE OF CONTENTS FOR EACH VOLUME, WITH EACH PRODUCT r-1Lc LOG SOILING, DISFIGUREMENT, OR DAMAGE. F. PREPARE AND INSERT ADDITIONAL DATA IN OPERATIONS AND MAINTENANCE MANUALS OR SYSTEM DESCRIPTION IDENTIFIED, TYPE ON 20 POUND WHITE PAPER. �-- r; irr G. ARRANGE STORAGE OF PRODUCTS TO PERMIT ACCESS FOR INSPECTION. PERIODICALLY WHEN NEED FOR ADDITIONAL DATA BECOMES APPARENT DURING INSTRUCTION. L. PART 1: DIRECTORY, LISTING NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF a,� - �- - -- - - r- - - INSPECT TO ASSURE PRODUCTS ARE UNDAMAGED AND ARE MAINTAINED UNDER G. AMOUNT OF TIME REQUIRED FOR INSTRUCTION ON EACH ITEM OF EQUIPMENT AND ARCHITECT, CONTRACTOR, SUBCONTRACTORS, AND MAJOR EQUIPMENT SUPPLIERS. - SPECIFIED CONDITIONS. SYSTEM IS THAT SPECIFIED IN INDIVIDUAL SECTIONS. ]] M. PART 2- OPERATION AND MAINTENANCE INSTRUCTIONS, ARRANGED BY SYSTEM PROCESS FLOW AND SUBDIVIDED BY SPECIFICATION SECTION. FOR EACH CATEGORY, 1.4 PRODUCT OPTIONS 1.3 TESTING, ADJUSTING, AND BALANCING IDENTIFY NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF SUBCONTRACTORS AND A. PRODUCTS SPECIFIED BY REFERENCE STANDARDS OR BY DESCRIPTION ONLY: ANY A. AIRPORT AUTHORITY WILL APPOINT, EMPLOY, AND PAY FOR SERVICES OF INDEPENDENT SUPPLIERS. IDENTIFY FOLLOWING: t00M_...rn___.m,_... PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION. FIRM TO PERFORM TESTING, ADJUSTING AND BALANCING. 1. SIGNIFICANT DESIGN CRITERIA. 511161 B. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS: SUBMIT REQUEST B. INDEPENDENT FIRM WILL PERFORM SERVICES SPECIFIED IN DIVISION 15. 2. LIST OF EQUIPMENT. FOR SUBSTITUTION FOR MANUFACTURER NOT NAMED. C. REPORTS WILL BE SUBMITTED BY INDEPENDENT FIRM TO ARCHITECT INDICATING 3. PARTS LIST FOR EACH COMPONENT. OBSERVATIONS AND RESULTS OF TESTS AND INDICATING COMPLIANCE OR NON- 4. OPERATING INSTRUCTIONS. 1.5 SUBSTITUTIONS COMPLIANCE WITH SPECIFIED REQUIREMENTS AND WITH REQUIREMENTS OF CONTRACT 5. MAINTENANCE INSTRUCTIONS FOR EQUIPMENT AND SYSTEMS. A. ARCHITECT WILL CONSIDER REQUESTS FOR SUBSTITUTIONS ONLY WITHIN 15 DAYS DOCUMENTS. 6. MAINTENANCE INSTRUCTIONS FOR SPECIAL FINISHES, INCLUDING RECOMMENDED AFTER DATE OF OWNER -CONTRACTOR AGREEMENT. CLEANING METHODS AND MATERIALS AND SPECIAL PRECAUTIONS IDENTIFYING B. SUBSTITUTIONS MAY BE CONSIDERED WHEN PRODUCT BECOMES UNAVAILABLE PART 2 PRODUCTS DETRIMENTAL AGENTS. THROUGH NO FAULT OF CONTRACTOR. NOT USED. N. PART 3- PROJECT DOCUMENTS AND CERTIFICATES, INCLUDING FOLLOWING: C. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PART 3 EXECUTION 1. SHOP DRAWINGS AND PRODUCT DATA. PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS. NOT USED. 2. AIR AND WATER BALANCE REPORTS. D. A REQUEST CONSTITUTES REPRESENTATION THAT CONTRACTOR: 3. CERTIFICATES. 1. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR END OF SECTION 4. PHOTOCOPIES OF WARRANTIES. EXCEEDS QUALITY LEVEL OF SPECIFIED PRODUCT. 0. SUBMIT ONE COPY OF COMPLETED VOLUMES IN FINAL FORM 15 DAYS PRIOR TO FINAL E 2. WILL PROVIDE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT. SECTION 01700 INSPECTION. THIS COPY WILL BE RETURNED AFTER FINAL_ INSPECTION, WITH ARCHITECT 3. WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK WHICH CONTRACT CLOSEOUT COMMENTS. REVISE CONTENT OF DOCUMENTS AS REQUIRED PRIOR TO FINAL a. MAY BE REQUIRED FOR WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO SUBMITTAL. OWNER. PART 1 GENERAL P. SUBMIT FINAL VOLUMES REVISED, WITHIN TEN DAYS AFTER FINAL INSPECTION. 4. WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION WHICH MAY 1.1 CLOSEOUT PROCEDURES !75 a.1t.1e. SUBSEQUENTLY BECOME APPARENT. A. SUBMIT WRITTEN CERTIFICATION THAT CONTRACT DOCUMENTS HAVE BEEN REVIEWED, 1.5 WARRANTIES 5. WILL REIMBURSE OWNER FOR REVIEW OR REDESIGN SERVICES ASSOCIATED WITH WORK HAS BEEN INSPECTED, AND THAT WORK IS COMPLETE IN ACCORDANCE WITH A. PROVIDE NOTARIZED COPIES. SPECIFICATIONS RE -APPROVAL BY AUTHORITIES. CONTRACT DOCUMENTS AND READY FOR ARCHITECT'S INSPECTION. B. EXECUTE AND ASSEMBLE DOCUMENTS FROM SUBCONTRACTORS, SUPPLIERS, AND E. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON B. PROVIDE SUBMITTALS TO AIRPORT AUTHORITY THAT ARE REQUIRED BY GOVERNING OR MANUFACTURERS. SHOP DRAWING OR PRODUCT DATA SUBMITTALS, WITHOUT SEPARATE WRITTEN OTHER AUTHORITIES. C. PROVIDE TABLE OF CONTENTS AND ASSEMBLE IN THREE RING BINDER WITH DURABLE Pf� 9� -. rs..r..� ;, r7 � REQUEST, OR WHEN ACCEPTANCE WILL REQUIRE REVISION TO CONTRACT DOCUMENTS. C. SUBMIT FINAL APPLICATION FOR PAYMENT IDENTIFYING TOTAL_ ADJUSTED CONTRACT PLASTIC COVER. e'en i)�. -ig ot. F. SUBSTITUTION SUBMITTAL PROCEDURE: SUM, PREVIOUS PAYMENTS, AND SUM REMAINING DUE. D. SUBMIT PRIOR TO FINAL_ APPLICATION FOR PAYMENT. `,hr.el ` ,!trir-nb r - - 1. SUBMIT THREE COPIES OF REQUEST FOR SUBSTITUTION FOR CONSIDERATION. LIMIT EACH REQUEST TO ONE PROPOSED SUBSTITUTION. SFB-01-GO13 4. Ba t ,t 2fi r F � 3 / E. FOR ITEMS OF WORK DELAYED BEYOND DATE OF SUBSTANTIAL COMPLETION, PROVIDE UPDATED SUBMITTAL WITHIN TEN DAYS AFTER ACCEPTANCE, LISTING DATE OF ACCEPTANCE AS START OF WARRANTY PERIOD. 1.6 SPARE PARTS AND MAINTENANCE MATERIALS A. PROVIDE PRODUCTS, SPARE PARTS, MAINTENANCE AND EXTRA MATERIALS IN QUANTITIES SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. B. DELIVER TO PROJECT SITE AND PLACE IN LOCATION AS DIRECTED AIRPORT AUTHORITY, - OBTAIN RECEIPT PRIOR TO FINAL PAYMENT. PART 2 PRODUCTS NOT USED. PART 3 EXECUTION NOT USED. END OF SECTION SECTION 07270 FIRE RESISTANCE SYSTEMS PART 1 GENERAL 1.1 SUMMARY A. SECTION INCLUDES- PROVIDE FIRESTOPPING TO SEAL JOINT CONDITIONS AND PENETRATIONS, AS DEFINED BY UL, AT FIRE -RATED OR SMOKE BARRIER WALLS, EXTERIOR WALLS, FLOORS, AND CEILINGS TO MATCH FIRE/SMOKE RATING INDICATED IN CONTRACT DOCUMENTS. 1.2 REFERENCES A. AMERICAN SOCIETY FOR TESTING AND MATERIALS: 1. ASTM E 84 - TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. 2. ASTM E 119 - FIRE TEST OF BUILDING CONSTRUCTION AND MATERIALS. 3. ASTM E 814 - METHODS FOR FIRE TESTS OF THROUGH PENETRATION FIRESTOPS. B. UNDERWRITERS LABORATORIES: 1. UL BUILDING MATERIALS DIRECTORY (BXRH) VOLUME 2: THROUGH -PENETRATION FIRESTOPS SYSTEMS (XHEZ), JOINT SYSTEMS (XHBN), PERIMETER FIRE CONTAINMENT SYSTEMS (XHDG), DUCT WRAP MATERIALS (XHHD), FILL, VOID OR CAVITY MATERIALS (XHHW), FIRE STOP DEVICES (XHJI), AND FORMING DEVICES (XHKU). 2. UL 723 - STANDARD TEST METHODS FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. 3. UL 1479 - FIRE TESTS OF THROUGH PENETRATION FIRE STOPS. C. NATIONAL FIRE PROTECTION ASSOCIATION: 1. NFPA 70 - NATIONAL ELECTRICAL CODE. 2. NFPA 101 - LIFE SAFETY CODE. 3. NFPA 255 - METHOD OF TESTING OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIAL. 1.3 DEFINITIONS A. FIRE RESISTANCE SYSTEM: SPECIFIC BUILDING MATERIALS OR ASSEMBLIES OF MATERIAL THAT FORM A SYSTEM DESIGNED TO PREVENT THE SPREAD OF SMOKE OR FIRE THROUGH JOINTS, PENETRATIONS, OPENINGS OR GAPS MADE IN FIRE -RESISTANCE - RATED FLOORS AND WALLS TO ACCOMMODATE HEAD OF WALL AND BASE OF WALL CONDITIONS, PERIMETER FIRE CONTAINMENT, JOINTS, GAPS, AND PENETRATIONS FOR THE PASSAGE OF COMBUSTIBLE AND NONCOMBUSTIBLE ITEMS SUCH AS DUCTS, PIPES, TUBES, CONDUIT, VENTS, WIRES, AND ELECTRICAL CABLES. B. F RATING: PERIOD OF TIME FOR WHICH THE THROUGH -PENETRATION PROTECTION SYSTEM PREVENTS THE PASSAGE OF FLAMES AND HOT GASES TO THE UNEXPOSED SIDE OF AN ASSEMBLY AND PASSES THE HOSE STREAM TEST IN ACCORDANCE WITH ASTM E 814. C. T RATING: MEET THE CONDITIONS OF THE F RATING AND ALSO RESTRICT THE TEMPERATURE RISE ON THE UNEXPOSED SURFACE TO 325 DEG. F PLUS AMBIENT. 1.4 SYSTEM DESCRIPTION A. REGULATORY AGENCY REQUIREMENTS: 1. PRODUCTS, EXECUTION, AND THICKNESS SHALL CONFORM TO APPROVED UNDERWRITERS LABORATORIES, INC. DESIGN AS PUBLISHED IN THE U.L. CLASSIFIED FIRE RESISTANCE DIRECTORY. 2. FIRESTOPPING SYSTEM DESIGNS SHALL BE AS TESTED AND CERTIFIED TO ATTAIN SPECIFIED FIRE RESISTANCE RATINGS EQUAL TO THAT OF CONSTRUCTION BEING PENETRATED IN ACCORDANCE WITH ASTM E-814 AND UL 1479. B. STATEMENT OF APPLICATION: CONTRACTOR ASSUMES OVERALL RESPONSIBILITY TO ASSURE THAT ALL ASSEMBLIES, COMPONENTS AND PARTS SHOWN OR REQUIRED WITHIN WORK OF THIS SECTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS. 1. ALL COMPONENTS, SPECIFIED OR REQUIRED TO SATISFACTORY COMPLETE INSTALLATION ARE COMPATIBLE_ WITH EACH OTHER AND WITH CONDITIONS OF INSTALLATION. 2. OVERALL EFFECTIVE INTEGRATION AND CORRECTNESS OF INDIVIDUAL PARTS AND WHOLE OF SYSTEM. 3. COMPATIBILITY WITH ADJOINING SUBSTRATES, MATERIALS, AND WORK BY OTHER TRADES. 4, THERE SHALL BE NO MATERIAL FAILURE DUE TO IMPROPER DESIGN AND FABRICATION OF WORK IN THIS SECTION. ALL MATERIALS ARE TO FULLY PERFORM TO THE NORMAL LIFE EXPECTANCY OF THE BUILDING. 1.5 SUBMITTALS D. MASKING TAPE- PRESSURE -SENSITIVE ADHESIVE TAPE AS RECOMMENDED BY SEALANT A. HOP SRAWINGS- MANUFACTURER. 1. UBMIT SHOP DRAWINGS SHOWING EACH CONDITION REQUIRING PENETRATION E. DAMS: ALUMIN N SILICATE FIRE BOARD MINERAL FIBERBOARD MINERAL FIBER - SEALS IN DICTATING PROPOSED UL SYSTEMS MATERIALS, ANCHORAGE, METHODS INSULATION, DUCT TAPE, GYPSUM WALLBOARD, FIRE RESISTANT PLYWOOD OR PARTICLE OF INSTALLATION, AND ACTUAL ADJACENT CONSTRUCTION. BOARD, OR PLASTIC FOAM OR BACKER ROD AS REQUIRED BY UL LISTING. 2. SUBMIT COPIES OF EACH U.L. DESIGN SELECTED FOR EACH REQUIRED FIRE/SMOKE F. RETAINERS: CLIPS TO SUPPORT MINERAL FIBER INSULATION. RESISTANCE RATING, INCLUDING A CERTIFICATE THAT EACH U.L. DESIGN $Iui -1 'r �f,':a ; , �`�" `'` °I 25 SELECTED WILL PROVIDE SCHEDULED FIRE RESISTANCE_ RATING IN ACCORDANCE PART 3 EXECUTION `'i i, Imo: i c i7 ? r��.1 7 50c. 1 - 2 78 3 WITH GOVERNING CODES. B. PRODUCT DATA: SUBMIT COPIES OF MANUFACTURER'S SPECIFICATIONS, 3.1 EXAMINATION RECOMMENDATIONS, INSTALLATION INSTRUCTIONS, LABORATORY TEST REPORTS, AND A. CONTRACTOR SHALL INSPECT AND VERIFY THAT CONDITIONS AND SURFACES OF DMJM AVIATION MAINTENANCE DATA FOR EACH TYPE OF MATERIAL REQUIRED; INCLUDE LETTER CONSTRUCTION TO RECEIVE FIRESTOPPING MATERIALS HAVE NO DEFECTS OR ERRORS 2202 N. West Shore Blvd., Suite 455 INDICATING THAT EACH MATERIAL COMPLIES WITH REQUIREMENTS AND IS WHICH WOULD RESULT IN DEFECTIVE APPLICATION. Tampa, FL. 33607 Office: 675-21 21 RECOMMENDED FOR APPLICATIONS SHOWN. B. NOTIFY ARCHITECT IN WRITING OF ANY UNSATISFACTORY CONDITION AND DO NOT For the Firm EB 7937 Firm 7 C. CERTIFICATE: SUBMIT MANUFACTURER'S LETTER OF CERTIFICATION, OR CERTIFIED PROCEED WITH WORK UNTIL ALL UNSATISFACTORY CONDITIONS HAVE BEEN LABORATORY TEST REPORT THAT THE MATERIALS MEET THE REQUIREMENTS SPECIFIED CORRECTED. IN ASTM E 814 AND ARE SO CLASSIFIED IN THE UL FIRE_ RESISTANCE DIRECTORY OR LISTED IN THE WARNOCK HERSEY INTERNATIONAL LISTINGS DIRECTORY. 3.2 PREPARATION A. REMOVE COMBUSTIBLE MATERIALS AND LOOSE IMPEDIMENTS FROM PENETRATION ORL��� NTE N ZONAL 1.6 QUALITY ASSURANCE OPENINGS AND ADJACENT SURFACES. CLEAN SURFACES TO BE IN CONTACT WITH INTERNATIONALR ATI A A. QUALIFICATIONS: PENETRATION SEAL MATERIALS, OF DIRT, GREASE, OIL, LOOSE MATERIALS, RUST, OR FLORIDAAIRPORT SANI=ORD, ELp SANFO 1. MANUFACTURER'S PRODUCTS: OBTAIN PRIMARY FIRE/SMOKE STOPPING OTHER SUBSTANCES THAT MAY AFFECT PROPER FITTING, ADHESION, OR REQUIRED FIRE MATERIALS FROM ONLY ONE MANUFACTURER FOR ENTIRE PROJECT, TO RESISTANCE. GREATEST EXTENT POSSIBLE. PROVIDE ACCESSORIES AND SECONDARY B. WHERE REQUIRED, SUPPORT SEALANT WITH DAMMING MATERIAL. PROVIDE DAMMING OF AIRPORT CONTACT: MATERIALS NOT AVAILABLE FROM PRIMARY MATERIAL MANUFACTURER FROM PENETRATION OPENING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. Contact: White-40 SOURCES WHICH ARE RECOMMENDED BY MANUFACTURER OF PRIMARY C. USE MASKING TAPE TO COVER FINISHED SUBSTRATE ADJACENT TO SEALANT. 40-Victor Tale: 407-322-4004 FIRE/SMOKE STOPPING MATERIALS. D. TEST SEALANT ADHESION TO EACH SUBSTRATE MATERIAL. APPLY PRIMER TO ANY Fax: 407-322-5534 2. APPLICATOR QUALIFICATIONS: SUBCONTRACT FIRE/SMOKE STOPPING WORK TO A SURFACE SHOWING POOR ADHESION. SINGLE FIRM SPECIALIZING IN THIS TYPE OF WORK, WITH A MINIMUM OF 3 YEARS EXPERIENCE COMPARABLE TO WORK SHOWN AND SPECIFIED, AND WHO IS 3.3 INSTALLATION:, APPROVED BY MANUFACTURER OF FIRE/SMOKE MATERIALS SELECTED FOR THIS A. INSTALL PENETRATION SEAL MATERIALS IN ACCORDANCE WITH UL FIRE RESISTANCE TR. A *P6RT,�c:�10N 'aECQPfrY AfAVI�11 r uVrnON SECTION. DIRECTORY AND MANUFACTURER'S INSTRUCTIONS. .,o s� &,r B. REGULATORY REQUIREMENTS: B. SEAL HOLES OR VOIDS MADE BY PENETRATIONS TO ENSURE AN EFFECTIVE SMOKE 4- 1. FIRE RESISTANT FIRESTOP MATERIALS SHALL BE FIRE TESTED AND RATED IN BARRIER. ACCORDANCE WITH ASTM E 119 AND E 814, INCLUDING HOSE STREAM TEST. FIRE C. WHERE FLOOR OPENINGS WITHOUT PENETRATING ITEMS ARE MORE THAN 4" IN WIDTH TESTS SHALL BE CONDUCTED AT A MINIMUM 0.01 INCHES H2O POSITIVE PRESSURE. AND SUBJECT TO TRAFFIC OR LOADING, INSTALL FIRE STOPPING MATERIALS CAPABLE OF MATERIALS SHALL HAVE A F RATING EQUAL TO THE SURROUNDING ASSEMBLY OR SUPPORTING SAME LOADING AS FLOOR.',, , AS SPECIFIED BY CITY AND STATE CODE AGENCY. D. FRICTION FIT FIRE SAFING FILLING VOIDS OF CURTAIN WALL SYSTEM BETWEEN FLOORS 2. MATERIALS SHALL MEET THE REQUIREMENTS OF NFPA 101 - LIFE SAFETY CODE AND ROOF. HOLD IN PLACE WITH RETAINER CLIPS. SEAL WITH FIRE PENETRATION AND NFPA 70 - NATIONAL ELECTRIC CODE. SEALANT.` C. PRE -INSTALLATION CONFERENCE: MEET WITH MANUFACTURERS REPRESENTATIVE, FIRE/SMOKE STOPPING SUBCONTRACTOR AND RELATED TRADE SUBCONTRACTOR AT 3.4 FIELD QUALITY CONTROL RE IS10.1,1 SITE TO REVIEW FIRE/SMOKE STOPPING PROCEDURES AND COORDINATION WITH OTHER A. EXAMINE PENETRATION SEALED AREAS TO ENSURE PROPER INSTALLATION BEFORE fkF:a �:$6PFlrt4, TRADES. NOTIFY ARCHITECT AS TO DATE, TIME AND PLACE OF MEETING. CONCEALING OR ENCLOSING AREAS. ....v. B. REPAIR FIRE STOPPING CAUSED BY CUTTING OR PENETRATION BY OTHER TRADES.`-` 1.7 DELIVERY, STORAGE AND HANDLING C. KEEP AREAS OF WORK ACCESSIBLE UNTIL INSPECTION BY APPLICABLE CODE A. DELIVER FIRESTOPPING MATERIALS TO JOB SITE IN ORIGINAL, NEW AND UNOPENED AUTHORITIES. PACKAGES AND CONTAINERS BEARING MANUFACTURER'S NAME_, BRAND, TYPE, GRADE, LABEL IDENTIFYING CONTENTS AND U.L. LABEL WHERE APPLICABLE. 3.5 ADJUSTING B. STORE MATERIALS IN A DRY, WELL VENTED SPACE, UNDER COVER AND OFF THE GROUND A. CLEAN EXCESS CURED SEALANT AND FOAM FROM SURFACES IN ACCORDANCE WITH--T~ IN ACCORDANCE WITH MANUFACTURES WRITTEN INSTRUCTIONS. MANUFACTURER'S RECOMMENDATIONS. TRIM EXCESS FOAM WITH SHARP KNIFE OR FIL:r-; I rf,y C. CONSPICUOUSLY MARK "REJECTED" ON MATERIALS WHICH HAVE BEEN DAMAGED AND BLADE. AC;;1:- REMOVE FROM SITE. B. PROTECT MATERIALS FROM DAMAGE ON SURFACES SUBJECT TO TRAFFIC. --- --�- ._-----� ---- 1.8 PROJECT CONDITIONS 3.6 PROTECTION ' r' A. FURNISH ADEQUATE VENTILATION TO DISSIPATE CARRIER SOLVENT BEFORE, DURING A. PROTECTION OF OTHER WORK: ARRANGE PROCEDURES AND DEVICES TO PROTECT AND AFTER ITS APPLICATION. FURNISH FORCED AIR VENTILATION DURING INSTALLATION OTHER WORK FROM DISFIGUREMENT AND PHYSICAL DAMAGE. CORRECT ALL DAMAGES IF REQUIRED BY MANUFACTURER. RESULTING FROM WORK OF THIS SECTION AT NO COST TO OWNER." B. WHEN PREVAILING OUTDOOR TEMPERATURE IS 40N AND FALLING MAINTAIN AN INTERIOR ' SUBSTRATE TEMPERATURE OF 40N FOR 24 HOURS BEFORE, DURING AND FOR 3 DAYS END OF SECTION AFTER APPLICATION. SECTION 07900 � PART 2 PRODUCTS INTERIOR JOINT SEALERS 2.1 MANUFACTURER PART 1 GENERAL j A. ACCEPTABLE SEALANT MANUFACTURERS: 1. HILTI CONSTRUCTION CHEMICALS, INC., TULSA, OK. 1.1 SUMMARY 2. 3M FIRE PROTECTION PRODUCTS, ST. PAUL, MN. A. SECTION INCLUDES: I 3. NELSEN ELECTRIC, TULSA OK.. 1. PREPARATION OF INTERIOR JOINT SUBSTRATE SURFACES. 4. THE RECTORSEAL CORPORATION, HOUSTON, TX. 2. INSTALL SEALERS, PRIMERS, BOND BREAKERS, AND FILLERS AS REQUIRED. 5. SPECIFIED TECHNOLOGIES INC., SOMMERVILLE, N.J. 3. INSTALL INTERIOR SEALANTS. 6. TREMCO, BEECHWOOD, OHIO. }. 7. GRACE CONSTRUCTION PRODUCTS 1.2 REFERENCES B. SUBSTITUTIONS.- COMPLY WITH SECTION 01600. A. AMERICAN SOCIETY FOR TESTING AND MATERIALS: ASTM D 1056: FLEXIBLE CELLULAR MATERIALS - SPONGE OR EXPANDED RUBBER. ....._..._ .,...,....,.._. ......... 2.2 MATERIALS B. FEDERAL SPECIFICATIONS: A. GENERAL' MATERIALS SHALL CONFORM TO APPROVED UNDERWRITERS LABORATORIES, 1. FS TT-S-00227E - SEALING COMPOUND, ELASTOMERIC TYPE, MULTI -COMPONENT. INC. DESIGNS AS PUBLISHED IN U.L. BUILDING FIRE RESISTANCE DIRECTORY, VOLUME 11 2. FS TT-S-00230C - SEALING COMPOUND, ELASTOMERIC TYPE, SINGLE -COMPONENT. AND EQUAL TO FIRE RATING OF CONSTRUCTION BEING PENETRATED. 3_ FS TT-S-001543 - SEALING COMPOUND, SILICONE RUBBER BASE. SPECIFICATIONS B. FIRE PENETRATION SEALANTS: FIRESTOPPING MATERIALS THAT EXPAND TO FILL 4. FF TT-S-001657 - SEALING COMPOUND, SINGLE -COMPONENT, BUTYL BASED, CAVITIES OR PROVIDE ADHESION TO SUBSTRATES, AND THAT WILL MAINTAIN SEAL SOLVENT RELEASE TYPE. _ - �_�% UNDER NORMAL EXPECTED MOVEMENTS OR SUBSTRATES; CURRENTLY CLASSIFIED BY F3 a+ J�r�r'� 4 ,y��� UL TO PROVIDE FIRE STOPPING EQUAL TO TIME RATING OF CONSTRUCTION BEING 1.3 SYSTEM DESCRIPTIONirtrr; PENETRATED; ASBESTOS FREE; WILL NOT SHRINK OR DETERIORATE IN WATER; TESTED A. DESIGN REQUIREMENTS: INTERIOR: PROVIDE JOINT SEALANTS THAT HAVE BEEN aE , j FN' t,,jrr►ber UNDER POSITIVE PRESSURE IN ACCORDANCE WITH UL 1479 OR ASTM E 814. PRODUCED AND INSTALLED TO MAINTAIN AIRTIGHT CONTINUOUS SEALS THAT ARE C. PRIMER: AS RECOMMENDED BY SEALANT MANUFACTURER. WATER RESISTANT AND CAUSE NO STAINING OR DETERIORATION OF JOINT SUBSTRATES. SFB-01-GO14 {•;1. F3U+Yirttipt'nFsp(i+.2�rf; 1.4 SUBMITTALS H. ACRYLIC LATEX SEALANT - TYPE NO. 8- C. STEEL SURFACES: SCRAPE AND WIRE BRUSH TO REMOVE LOOSE MILL SCALE. REMOVE A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA, SPECIFICATIONS, 1. ONE -COMPONENT, SOLVENT CURED, FUNGICIDAL, READILY PAINTABLE ACRYLIC DIRT, OIL OR GREASE BY SOLVENT CLEANING. WIPE SURFACES WITH LINTLESS PAPER RECOMMENDATIONS AND INSTRUCTIONS FOR SURFACE PREPARATION, SEALANT AND LATEX CALK; ASTM C 834 (FS TT-S-0000230C). TOWELS. BACKING INSTALLATION, AND RELATED MATERIALS. 2. ACCEPTABLE PRODUCTS: D. ALUMINUM SURFACES: B. SAMPLES: SUBMIT STANDARD COLOR CHARTS FOR SELECTION FURNISH SAMPLES OF a. . ACRYLIC LATEX BY TREMCO. 1. CLEAN OFF TEMPORARY PROTECTIVE COATINGS - CUSTOM COLORS AS APPLICABLE. b. SONOLAC BY SONNEBORN. 2. WHEN MASKING TAPE IS USED FOR A PROTECTIVE COVER, REMOVE TAPE JUST C. CERTIFICATES- SUBMIT LETTER OF CERTIFICATION FROM MANUFACTURER OR CERTIFIED C. AC-20 BY PECORA. PRIOR TO APPLYING SEALANT. 2. 50 E A f- P C-1 r) r1\1 (J TEST LABORATORY REPORTS THAT MATERIALS MEET THE FOLLOWING: I. SILICONE SEALANT TYPE - NO. 9: E. ROUGHEN JOINT SURFACES ON NON -POROUS MATERIALS. RUB WITH FINE ABRASIVE SL.�'i'te Texas -75,0811 -278.'_5 1. SEALANT MATERIALS ARE CHEMICALLY COMPATIBLE WITH EACH OTHER AND 1. ONE -COMPONENT, LOW -MODULUS, MOISTURE CURED, ELASTOMERIC, SILICONE CLOTH OR WOOL TO PRODUCE A DULL SHEEN. PROPOSED SUBSTRATE, COMPLY WITH SPECIFICATION REQUIREMENTS, AND ARE JOINT SEALANT; FS TT-S-001543A. F. MASK AREAS ADJACENT TO JOINTS AS NECESSARY. DMJM AVIATION INTENDED FOR APPLICATIONS INDICATED. 2. ACCEPTABLE PRODUCTS: G. APPLY PRIMER AS RECOMMENDED BY MANUFACTURER. DO NOT ALLOW PRIMER OR 2. SEALANT, PRIMERS, AND CLEANERS REQUIRED FOR SEALANT INSTALLATION a. DC-790 BY DOW CORNING. SEALANTS TO SPILL OR MIGRATE ONTO ADJOINING SURFACES. 2202 N. West Shore Blvd., Suite 455 COMPLY WITH LOCAL REGULATIONS CONTROLLING USE OF VOLATILE ORGANIC b, SILPRUF BY GENERAL ELECTRIC. fTampa, FL 33607 COMPOUNDS. C. SPECTRUM-1 BY TREMCO. 3.3 APPLICATION Office: (813) 675-2121 For the Firm EB 7937 d. 864 BY PECORA A. INSTALL SEALANT MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1.5 QUALITY ASSURANCE J. SILICONE SEALANT - TYPE NO. 10: NOT USED. B. INSTALL BACKING MATERIAL IN JOINTS USING BLUNT INSTRUMENT TO AVOID A. QUALIFICATIONS - APPLICATOR: PROVIDE DOCUMENTATION OF MINIMUM THREE YEARS K. SILICONE SEALANT - TYPE NO. 1 1-.NOT USED. PUNCTURING. . EXPERIENCE APPROVED BY SEALANT MANUFACTURER. L. SILICONE SEALANT - TYPE NO. 12- C. DO NOT TWIST ROD WHILE INSTALLING. SFB B. PRE -INSTALLATION MEETING- PRIOR TO INSTALLATION OF SEALANT, MEET AT PROJECT 1. ONE -COMPONENT, MOISTURE CURED, FUNGICIDAL, SILICONE JOINT SEALANT; FS D. INSTALL BACKING TO FORM JOINT DEPTH OF 50 PERCENT OF JOINT WIDTH, MINIMUM OF ORLANDO/SANFORD SITE TO REVIEW MATERIAL SELECTIONS, JOINT PREPARATIONS, INSTALLATION TT-S-001543A. 1/4"DEEP. INTERNATIONAL AIRPORT PROCEDURES AND COORDINATION WITH OTHER TRADES. MEETING SHALL INCLUDE THE 2. ACCEPTABLE PRODUCTS: E. APPLY SEALANT IN JOINTS USING PRESSURE GUN WITH NOZZLE CUT TO FIT JOINT WIDTH. SANFORD, FLORIDA SEALANT INSTALLER, CONTRACTOR, MANUFACTURER'S REPRESENTATIVE, AND a. DC-786 BY DOW CORNING. F. DEPOSIT SEALANT IN UNIFORM, CONTINUOUS BEAD. REPRESENTATIVES OF OTHER TRADES OR SUBCONTRACTORS AFFECTED BY SEALANT b. SCS-1702 BY GENERAL ELECTRIC. G. TOOL JOINTS TO REQUIRED CONFIGURATION WITHIN MANUFACTURER'S RECOMMENDED INSTALLATION. EXAMINE SAMPLE INSTALLATIONS WHICH HAVE BEEN PREPARED AND C. PROGLAZE BY TREMCO. SETTING TIME. AIRPORT CONTACT: DETERMINE WHETHER EVERYONE PRESENT IS IN AGREEMENT THAT THE PROPOSED d. 863 BY PECORA. H. IF MASKING MATERIALS ARE USED, REMOVE IMMEDIATELY AFTER TOOLING. Contact: Victor White INSTALLATIONS ARE LIKELY TO PERFORM AS REQUIRED. NOTIFY ARCHITECT PRIOR TO M. POLYISOBUTYLENE SEALANT - TYPE NO. 13 Fax:: 407-585-4 MEETING AS TO TIME, PLACE AND DATE OF MEETING. 1 ONE -COMPONENT, NON -SKINNING, NON-DRYING, POLYISOBUTYLENE SYNTHETIC 3.4 CLEANING 407-322-5834 RUBBER SEALANT. A. REMOVE EXCESS MATERIALS ADJACENT TO JOINTS AS WORK PROGRESSES TO 1.6 DELIVERY STORAGE, AND HANDLING 2. ACCEPTABLE PRODUCTS: ELIMINATE EVIDENCE OF SPILLAGE OR DAMAGE TO ADJACENT SURFACES. A. DELIVER MATERIALS TO PROJECT SITE IN ORIGINAL UNOPENED CONTAINERS OR a. CURTAIN WALL SEALANT BY TREMCO. B. REMOVE AND REPLACE IMPROPERLY SEALED JOINTS. BUNDLES WITH LABELS INDICATING MANUFACTURER, PRODUCT NAME AND DESIGNATION, b. BR-96 BY PECORA. C. CLEAN OR REPLACE MATERIALS OR SURFACES THAT ARE DAMAGED BY SEALING TRANSPORTATION SE"�L)PWY At)�Affj!']RATIQN COLOR, EXPIRATION PERIOD FOR USE, POT LIFE, CURING TIME, AND MIXING C. GC-55 BY NON -CURING, GOAL CHEMICAL. OPERATIONS. $Sc fry, INSTRUCTIONS FOR MULTICOMPONENT MATERIALS. N. BUTYL - TYPE NO. 14- B. STORE AND HANDLE MATERIALS IN COMPLIANCE WITH MANUFACTURER'S 1. BUTYL RUBBER POLYMER SEALANT ONE -COMPONENT, NON -SAG- FS TT-S-001657, 3.5 SCHEDULE OF SEALANTS AND CAULKS RECOMMENDATION TO PREVENT THEIR DETERIORATION OR DAMAGE DUE TO MOISTURE, TYPE I. A. INTERIOR BUILDING JOINTS SUBJECT TO DYNAMIC MOVEMENT, NOT EXPOSED TO FOOT HIGH OR LOW TEMPERATURES, CONTAMINATES, OR OTHER CAUSES. 2. ACCEPTABLE PRODUCTS: OR VEHICULAR TRAFFIC: SEALANT TYPE NO. 2 OR 9. a. BC-158 BY PECORA. B. INTERIOR HORIZONTAL JOINTS SUBJECT TO FOOT AND VEHICULAR TRAFFIC: SEALANT 1.7 PROJECT CONDITIONS b. PT1707 BY PROTECTING TREATMENT, INC. TYPE NO. 3 OR 4- A, ENVIRONMENTAL CONDITIONS- DO NOT PROCEED WITH INSTALLATION OF JOINT C. BUTAKAUK BY SONNEBORN, INC. C. INTERIOR HORIZONTAL AND VERTICAL JOINTS NOT SUBJECT TO MOVEMENT, TRAFFIC OR SEALANTS UNDER THE FOLLOWING CONDITIONS. d. BUTYL SEALANT BY TREMCO. MOISTURE: SEALANT TYPE NO. 8. 1. WHEN AMBIENT AND SUBSTRATE CONDITIONS ARE OUTSIDE LIMITS PERMITTED BY D. INTERIOR HORIZONTAL AND VERTICAL JOINTS NOT SUBJECT TO MOVEMENT OR TRAFFIC, JOINT SEALANT MANUFACTURER OR BELOW 40 DEG. F. 2.3 ACCESSORIES SUBJECT TO MOISTURE: SEALANT TYPE NO. 7 OR 12. REYISIONS 2. WHEN TEMPERATURE CONDITIONS CAUSE JOINT WIDTHS TO BE AT EITHER A. JOINT CLEANER NON -CORROSIVE TYPE RECOMMENDED BY SEALANT MANUFACTURER, E. THRESHOLDS: SEALANT TYPE 9,13, OR 14. Fz C,,� i P f r,� I CATE MAXIMUM OR MINIMUM DESIGN CONDITIONS. 3. WHEN JOINT SUBSTRATES ARE WET. B. COMPATIBLE WITH JOINT FORMING MATERIALS. PRIMER NON -STAINING TYPE RECOMMENDED BY SEALANT MANUFACTURER TO SUIT 3.6 COLOR SCHEDULE APPLICATION AND SUBSTRATE MATERIALS. A. CURTAIN WALL AND STOREFRONTS- CUSTOM COLOR AS SELECTED BY ARCHITECT. PART 2 PRODUCTS C. BACKER ROD: B. OTHER EXPOSED LOCATIONS: MANUFACTURER'S STANDARD COLOR LINE AS SELECTED 1. CLOSED CELL EXPANDED POLYURETHANE, OPEN CELL POLYETHYLENE FOAM, OR BY ARCHITECT. 2.1 MANUFACTURERS COMBINATION COMPATIBLE WITH SEALANT; SIZED AND SHAPED TO CONTROL C. NON -EXPOSED LOCATIONS: MANUFACTURER'S STANDARD. A. SUBSTITUTIONS: COMPLY WITH SECTION 01600. DEPTH OF SEALANT; AND TO MAINTAIN 25 TO 50 PERCENT COMPRESSION OF MATERIAL, ASTM D 1056. END OF SECTION rlL'�C`_- LOG' 2.2 SEALING AND CAULKING MATERIALS 2. ACCEPTABLE PRODUCTS: A. POLYURETHANE SEALANT - TYPE NO. 1: NOT USED. a. DENVER FOAM. SECTION 09686 B. POLYURETHANE SEALANT - TYPE NO. 2- b. ETHAFOAM SB, DOW CHEMICAL. SHEET CARPET I. TWO OR THREE -COMPONENT, NON -SAG, LOW -MODULUS, MODIFIED C. SOF ROD BY I.T.D. PART I GENERAL POLYURETHANE JOINT SEALANT; FS TT-S-00227E, CLASS A, TYPE 11. D. BOND BREAKER PRESSURE SENSITIVE ADHESIVE POLYETHYLENE TAPE RECOMMENDED 1.1 SUMMARY 2. ACCEPTABLE PRODUCTS- BY SEALANT MANUFACTURER TO SUIT APPLICATION. A. SECTION INCLUDES: SHEET CARPETING, ACCESSORIES, AND INSTALLATION ON FLOOR a. DYMERIC OR DYMERIC 511 BY, TREMCO. E. MASKING TAPE: PRESSURE SENSITIVE ADHESIVE PAPER TAPE. SURFACES. p6t­ 10-23-02 b. SONOLASTIC NP-2 BY SONNEBORN. C. DYNATROL 11 BY PECORA. 2.4 MIXING 1.2 REFERENCES d. QSC-201 BY QSC PRODUCTS, LTD. A. MIX COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. A. AMERICAN SOCIETY FOR TESTING AND MATERIALS: e. VULKEM 922 BY MAMECO INTERNATIONAL. 1. ASTM D 2859 - TEST METHOD FOR FLAMMABILITY OF FINISHED TEXTILE FLOOR C. POLYURETHANE SEALANT - TYPE NO. 3- PART 3 EXECUTION COVERING MATERIALS. 1. TWO -COMPONENT, LOW -MODULUS, CHEMICALLY CURING, COLD APPLIED, 2. ASTM E 84/NFPA 26 - SURFACE BURNING CHARACTERISTICS OF BUILDING ELASTOMERIC, SELF -LEVELING, HORIZONTAL GRADE POLYURETHANE JOINT 3.1 EXAMINATION MATERIALS. SEALANT; FS TT-S-00227E, CLASS A, TYPE I OR 11. A. EXAMINE JOINTS TO BE SEALED FOR CONSTRUCTION DEFECTS WHICH COULD 3, ASTM E 648/NFPA 253 - FLOORING RADIANT PANEL TEST. 2. ACCEPTABLE PRODUCTS: ADVERSELY AFFECT EXECUTION OF WORK. a. THC-900 BY TREMCO. B. ENSURE THAT CONCRETE HAS CURED 28 DAYS MINIMUM BEFORE COMMENCING SEALING 1.3 SUBMITTALS b. SONOLASTIC SL2 BY SONNEBORN. OPERATIONS, A. PRODUCT DATA: SUBMIT PHYSICAL CHARACTERISTICS, RESISTANCE TO FADING, FLAME C. UREXPAN NR-200 BY PECORA. C. COMPRESSIBLE FILLERS: VERIFY ACTUAL WIDTH OF EACH TYPE JOINT TO BE SEALED RESISTANCE CHARACTERISTICS, INSTALLATION INSTRUCTIONS INCLUDING ALLOWABLE d. QSC-231 BY QSC PRODUCTS, LTD. AGAINST INDICATED JOINT WIDTH TO ENSURE COMPLIANCE WITH SPECIFIED TEMPERATURE RANGE, MAINTENANCE AND CLEANING INSTRUCTIONS FOR EACH TYPE OF e. VULKEM 245 BY MAMECO INTERNATIONAL. PERCENTAGE OF COMPRESSION REQUIRED. CARPET MATERIAL AND ACCESSORY SPECIFIED. D. POLYURETHANE SEALANT TYPE - TYPE NO. 4: D. DETERMINE IN CONJUNCTION WITH SEALANT MANUFACTURER'S REPRESENTATIVE IF B. SHOP DRAWINGS: INDICATE DIMENSIONS OF CARPET AREAS, PILE OR PATTERN 1. TWO -COMPONENT, NON -SAG, CHEMICALLY CURING, COLD APPLIED, ELASTOMERIC, ADHESION TESTING IS NECESSARY PRIOR TO APPLICATION OF MATERIALS. SUBMIT DIRECTION, LOCATION AND METHOD OF JOINING SEAMS, DYE LOTS, LOCATION AND TYPE TRAFFIC GRADE POLYURETHANE JOINT SEALANT- FS TT-S-00227E, CLASS A- LETTER OF CERTIFICATION FROM SEALANT MANUFACTURER ACCEPTING SUBSTRATE OF EDGE STRIPS AND INTERFACE WITH CERAMIC TILE OR THRESHOLDS. ......... .. - TRAFFIC BEARING HORIZONTAL JOINTS EXCEEDING 1 PERCENT SLOPE. CONDITIONS FOR SEALANT. C. SAMPLES: 2. ACCEPTABLE PRODUCTS: 1. CARPET: a. THC-901 BY TREMCO. 3.2 PREPARATION a. SUBMIT SMALL SAMPLES OF MANUFACTURER'S FULL COLOR LINE. b. DYNATRED BY PECORA. A. CLEAN JOINT SURFACES USING JOINT CLEANER AS NECESSARY, FREE OF DUST, DIRT, b. SUBMIT TWO PIECES 18" X 18" MINIMUM OF EACH SELECTED COLOR AND SPECIFICATIONS E. POLYURETHANE SEALANT - TYPE NO. 5: NOT USED. OIL, GREASE, RUST, LACQUERS, LAITANCE, RELEASE AGENTS, LIQUID WATER REPELLENT, PATTERN. F. POLYURETHANE SEALANT - TYPE NO. 6- NOT USED. MOISTURE OR OTHER MATTER WHICH MIGHT ADVERSELY AFFECT ADHESION OF 2. CUSHION: SUBMIT TWO PIECES 18'X 10" OF EACH TYPE OF CARPET CUSHION, G. ACRYLIC SEALANT - TYPE NO. T SEALANTS. 3. EDGE STRIP- 6" LONG PIECE. -7 ' Rrovanr'l C 1. ONE -COMPONENT, SOLVENT CURED, ACRYLIC LATEX CALK; FS TT-S-00230C B. ETCH CONCRETE, MASONRY AND PLASTER JOINT SURFACES TO REMOVE EXCESS D. TEST REPORTS: SUBMIT MANUFACTURER'S FIRE HAZARD CLASSIFICATION, SOUND e, t o r s i g, n 6 2. ACCEPTABLE PRODUCTS: ALKALINITY. ETCH WITH 5 PERCENT SOLUTION OF MURIATiC ACID. NEUTRALIZE WITH ABSORPTION AND STATIC CONTROL REPORTS. t4dcr}bei, a. MONO CAULK BY TREMCO. DILUTE AMMONIA SOLUTION. RINSE THOROUGHLY WITH WATER AND ALLOW TO DRY. b. 60+ UNICRYLIC BY PECORA. SFB-01 -GO15 1.4 QUALITY ASSURANCE H. FIT CARPET NEATLY INTO BREAKS AND RECESSES, AGAINST BASES, AROUND PIPES AND D. QUALITY CONTROL SUBMITTALS: FURNISH CERTIFICATES FROM MANUFACTURER THAT A. INSTALLER QUALIFICATIONS: MINIMUM FIVE YEARSINSTALLED AT LEAST EXPERIENCE,CERTIFIED PENETRATIONS,UNDER SADDLES, THRESHOLDS AND AROUND PERMANENT CABINETS RU PLIED COMPLYWITH LOCAL REGULATIONS CONTROLLING USE OF TEN PROJECTS EQUAL TO WORK SPECIFIED, AN CARPET PIONS, AND Q VALL OLATILE ORGANIC (VOC'S). MANUFACTURER. I, DO NOT PLACE HEAVY OBJECTS ON CARPET SURFACES FOR MINIMUM 24 HOURS OR B. REGULATORY REQUIREMENTS - CARPET: COMPLY WITH FIRE HAZARD CLASSIFICATION, UNTIL ADHESIVE IS SET. 1.5 QUALITY ASSURANCE ASTM E 84, CLASS B WITH FLAME SPREAD OF 75 OR LESS, AND ASTM E 648. J. LAY ENTIRE CARPET INSTALLATION TIGHT AND FLAT TO SUBFLOOR, WELL FASTENED AT A. QUALIFICATIONS: C. CONFORM TO ASTM D 2859 FOR SURFACE FLAMMABILITY IGNITION TEST. EDGES AND PRESENT UNIFORM, PLEASING APPEARANCE. ENSURE MONOLITHIC COLOR, 1. APPLICATOR: COMPANY SPECIALIZING IN PERFORMING WORK OF THIS SECTION' 2,50 E. Ar `.)Pr-" '_` R'T" 0`' PATTERN AND TEXTURE MATCH WITHIN ANY ONE AREA. WITH MINIMUM FIVE YEARS COMMERCIAL AND THREE PROJECTS OF SIMILAR Firi G,I -r4.-,xci ,._ ; _ j 81 1.5 DELIVERY, STORAGE AND HANDLING SCOPE DOCUMENTED EXPERIENCE. A. DO NOT DELIVER SHEET CARPET TO PROJECT SITE UNTIL SPACES ARE READY TO 3.4 EDGE TRIM INSTALLATION 2. SINGLE_ SOURCE RESPONSIBILITY: PROVIDE PRIMERS AND UNDERCOAT PAINT:. BMJM AVIATION RECEIVE INSTALLATION. A. INSTALL EDGE STRIPS WHERE CARPET TERMINATES AT OTHER FLOOR COVERINGS AND AT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COATS, B. DELIVER IN PACKAGING TO PROTECT CARPET FROM ELEMENTS DURING TRANSIT AND CARPET BASES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. REGULATORY REQUIREMENTS: COMPLY WITH REQUIREMENTS OF GOVERNING 2202 N. West Shore Blvd., Suite 455 TEMPORARY PROJECT SITE STORAGE. B. USE FULL LENGTH PIECES BUTTED TIGHTLY TO VERTICAL SURFACES. WHERE SPLICING AUTHORITIES RELATIVE TO VOLATILE ORGANIC COMPOUNDS (VOC) CONTENT. Tampa, FL 33607 Office- (813) 675-2121 CANNOT BE AVOIDED, BUTT ENDS TIGHT AND FLUSH. For the Firm EB 7937 1.6 PROJECT CONDITIONS 1.6 DELIVERY, STORAGE, AND HANDLING - µ �- - -- - - --- ---� - ---- A. DO NOT COMMENCE CARPET INSTALLATION UNTIL PAINTING AND FINISHING WORK IS 3.5 ADJUSTING A. DELIVER PRODUCTS TO SITE IN MANUFACTURER'S SEALED AND LABELED CONTAINERS. COMPLETE AND CEILINGS AND OVERHEAD WORK HAS BEEN TESTED AND ACCEPTED. A. REPLACE DAMAGED, SOILED OR STAINED CARPETING WHICH CANNOT BE CLEANED. EXAMINE TO VERIFY ACCEPTABILITY. B. MAINTAIN ROOM TEMPERATURE AT MINIMUM 68 DEGREE F FOR AT LEAST 72 HOURS REMOVE LOOSE PIECES OF FACE YARN WITH SHARP SCISSORS. B. CONTAINER LABEL TO INCLUDE MANUFACTURER'S NAME_, TYPE OF PAINT, BRAND NAME, PRIOR TO AND DURING INSTALLATION AND RELATIVE HUMIDITY AT APPROXIMATELY THAT LOT NUMBER AND DATE OF MANUFACTURER, BRAND CODE, COVERAGE RATE, SURFACE ORLSFL N SANE RD AT WHICH AREA IS TO BE MAINTAINED. 3.6 CLEANING PREPARATION, INSTRUCTIONS FOR MIXING AND REDUCING DRYING TIME, CLEANUP INTERNATIONAL AIRPORT" AIR C. PROVIDE SUFFICIENT LIGHTING FOR INSTALLATION. A. REMOVE SPOTS AND SMEARS OF ADHESIVE FROM CARPET AND ADJACENT SURFACES REQUIREMENTS, COLOR DESIGNATION, AND APPLICATION INSTRUCTIONS. SANFO D,FLORIDA SANE®R®, FLO D. SUBSTRATE CONDITIONS: NO CONDENSATION WITHIN 48 HOURS ON UNDERSIDE OF 4' X 4' IMMEDIATELY WITH SOLVENT. C. STORE PAINT MATERIALS AT MINIMUM AMBIENT TEMPERATURE BETWEEN 45 DEGREES F POLYETHYLENE SHEET, FULLY TAPED AT PERIMETER TO SUBSTRATE. B. REMOVE RUBBISH, WRAPPING MATERIALS, SELVAGES AND SCRAPS. AND 90 DEGREES F, IN VENTILATED AREA, AND AS REQUIRED BY MANUFACTURER'S C. UPON COMPLETION OF INSTALLATION, VACUUM CARPET USING BEATER BAR TYPE INSTRUCTIONS. AIRPORT CONTACT: 1.7 WARRANTY VACUUM CLEANER. Contact: Victor White A. FURNISH MANUFACTURER'S STANDARD FIVE YEAR WARRANTY FOR MATERIAL AND THAT D. PROTECT FINISH INSTALLATION FROM SOILING AND DAMAGE BY COVERING WITH 1.7 PROJECT CONDITIONS 407-322-5834 CARPET WITH MAINTAIN SPECIFIED LEVELS OF STATIC CONTROL. PROTECTIVE SHEETS IF ADDITIONAL WORK IS REQUIRED IN AREA WITH CARPET. A. ENVIRONMENTAL_ REQUIREMENTS: Fax: Fax: 407-322-5834 B. ADHESIVE MANUFACTURER SHALL WARRANT THAT CARPET WILL NOT DELAMINATE FROM 1. MINIMUM APPLICATION TEMPERATURES FOR LATEX PAINTS: 45 DEGREES F FOR SUB FLOOR FOR PERIOD OF FIVE YEARS. END OF SECTION INTF_RIORS.- 2. MINIMUM APPLICATION TEMPERATURE FOR VARNISH FINISHES: 65 DEGREES F FOR 1.8 EXTRA MATERIAL SECTION 09900 INTERIOR. A. DELIVER UNUSED CARPET PIECES, OVER 2 SQUARE FEET OR 8" IN LEAST DIMENSION AND INTERIOR PAINTING 3. PROVIDE LIGHTING LEVEL OF 80 FOOT CANDLES MEASURED MID -HEIGHT AT SEC STORE WHERE DIRECTED BY OWNER. SUBSTRATE SURFACE. 4, B. DELIVER ADDITIONAL SINGLE CARPET PIECE, IN FULL WIDTH OF ROLL BY LENGTH THAT PART 1 GENERAL' EQUALS 10 PERCENT OF TOTAL COVERAGE, ONE PIECE FOR EACH TYPE OR PATTERN OF 1.1 SUMMARY 1.8 EXTRA MATERIALS y CARPET. A. SECTION INCLUDES: SURFACE PREPARATION AND FIELD APPLICATION OF PAINTS AND A. PROVIDE TWO GALLONS OF EACH COLOR, TYPE, AND SURFACE TEXTURE TO AIRPORT ` COATINGS. AUTHORITY.. ra PART 2 PRODUCTS B. WORK NOT REQUIRING FINISH, THE FOLLOWING ITEMS ARE NOT REQUIRED TO BE B. IN ADDITION TO MANUFACTURER'S LABEL, IDENTIFY EACH CONTAINER WITH COLOR, 2.1 MATERIALS FINISHED UNDER THIS SECTION. TYPE, TEXTURE, AND ROOM LOCATION. A. SHEET CARPET: MATCH EXISTING AS APPROVED BY ARCHITECT. 1. ITEMS WITH FACTORY APPLIED FINAL FINISH. c rfa�srrRa Dqi B. ADHESIVE: NON-FLAMMABLE TYPE RECOMMENDED BY CARPET MANUFACTURER. 2. ALUMINUM, BRASS, BRONZE, CHROMIUM PLATE, COPPER, NICKEL AND STAINLESS PART 2 PRODUCTS `^ C. EDGE STRIPS: VINYL, COLOR SELECTED BY ARCHITECT" STEEL. 2.1 MANUFACTURERS''`I1�I'i D. PATCHING AND LEVELING COMPOUND: WHITE, PREMIXED LATEX- TYPE AS 3. BRICK, TILE, PLASTER, STONE, AND PLASTIC LAMINATE. A. ACCEPTABLE MANUFACTURERS: �wA --`�� '�-DAT RECOMMENDED BY CARPET MANUFACTURER. 4. ACOUSTICAL CEILINGS. 1. ICI DULUEX PAINTS (ICI) -� 5. CONCEALED DUCTS, PIPES AND CONDUIT. 2. BENJAMIN MOORE AND CO. (MOORE) -- --��-�-� PART 3 EXECUTION 6. MOVING PARTS OF OPERATING UNITS. 3. PPG INDUSTRIES, PITTSBURGH PAINTS. (PPG) 3.1 EXAMINATION 7. CODE REQUIRED LABELS SUCH AS UL OR EQUIPMENT IDENTIFICATION PLATES. 4. THE SHERWIN-WILLIAMS COMPANY. (S-W) A. VERIFY FLOORS ARE LEVEL WITH MAXIMUM SURFACE_ VARIATION OF 1/4" IN 10'-0", 5. UNITED STATES GYPSUM CO. (USG) - - NONCUMULATIVE. 1.2 REFERENCES B. SUBSTITUTIONS: COMPLY WITH SECTION 01600. - - - -- w�---w-� µ ---- B. VERIFY THAT CONCRETE FLOORS ARE FREE FROM SCALING AND IRREGULARITIES AND A. AMERICAN SOCIETY FOR TESTING AND MATERIALS: EXHIBIT NEUTRALITY RELATIVE TO ACIDITY AND ALKALINITY. 1. ASTM D 16 - DEFINITIONS OF TERMS RELATING TO PAINT, VARNISH, LACQUER, AND 2.2 MATERIALS F L_: L 013: G. LAY OUT ROLLS OF CARPET FULL FOR ARCHITECT'S REVIEW. RELATED PRODUCTS. A. COATINGS: --------- D. VERIFY CARPET MATCH BEFORE CUTTING TO ENSURE THERE IS NO VISIBLE VARIATION 2. ASTM D 523 - TEST METHOD FOR SPECULAR GLOSS. 1. READY MIXED, EXCEPT FIELD CATALYZED COATINGS. a 0111Y �- =� ---- - ---"-- �- --- BETWEEN DYE LOTS. 3. ASTM D 2016 - TEST METHOD FOR MOISTURE CONTENT OF WOOD, 2. PROCESS PIGMENTS TO SOFT PASTE CONSISTENCY, CAPABLE OF BEING READILY AND UNIFORMLY DISPERSED TO HOMOGENEOUS COATING- GOOD FLOW AND 3.2 PREPARATION 1.3 DEFINITIONS BRUSHING PROPERTIES; CAPABLE OF DRYING OR CURING FREE OF STREAKS OR`�" A. CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PLASTER AND OTHER A. COMPLY WITH ASTM D 16 FOR INTERPRETATION OF TERMS USED IN THIS SECTION. SAGS. SUBSTANCES WHICH WOULD BE DETRIMENTAL TO PROPER PERFORMANCE OF ADHESIVE B. GLOSS FACTORS: VALUES OF VARIOUS DEGREES OF LUSTER WHEN TESTED IN B. ACCESSORY MATERIALS: LINSEED OIL, SHELLAC, TURPENTINE, PAINT THINNERS AND ' "` [' ' 1U 2 02 AND CARPET. ACCORDANCE WITH ASTM D 523 SHALL COMPLY WITH FOLLOWING: OTHER MATERIALS NOT SPECIFICALLY INDICATED BUT REQUIRED TO ACHIEVE FINISHES B. ALLOW FLOORS TO THOROUGHLY DRY. 1. FLAT: BELOW 5 UNITS AT 85 DEGREE TEST ANGLE. SPECIFIED, OF COMMERCIAL QUALITY. C. USE PATCHING COMPOUND TO FILLER TO CRACKS AND SMALL HOLES, FOR LEVELING, 2. EGGSHELL/SATIN: 10 TO 30 UNITS AT 60 DEGREE TEST ANGLE. C. PATCHING MATERIALS: LATEX FILLER, AND FOR TRANSITIONS TO OTHER FLOOR MATERIALS. 3. SEMI -GLOSS: 30 TO 65 UNITS AT 60 DEGREE TEST ANGLE. D. FASTENER HEAD COVER MATERIALS: LATEX FILLER. 4. GLOSS: OVER 70 UNITS AT 20 DEGREE TEST ANGLE. 3.3 INSTALLATION PART 3 EXECUTION A. CUT CARPET WHERE REQUIRED IN MANNER TO ALLOW PROPER SEAM AND PATTERN 1.4 SUBMITTALS 3.1 EXAMINATION MATCH. MAKE CUTS STRAIGHT, TRUE AND NOT FRAYED. A. PRODUCT DATA: FURNISH MANUFACTURER'S TECHNICAL INFORMATION, INCLUDING A. VERIFICATION OF CONDITIONS: B. LOCATE SEAMS IN AREAS OF LEAST AMOUNT OF TRAFFIC. JOIN SEAMS IN MANNER LABEL ANALYSIS, INSTRUCTION FOR HANDLING, STORAGE, SURFACE PREPARATION 1. EXAMINE THE SUBSTRATES, ADJOINING CONSTRUCTIONS, AND THE CONDITIONS RECOMMENDED BY MANUFACTURER SO AS NOT TO DETRACT FROM APPEARANCE OF PROCEDURES AND APPLICATION RECOMMENDATIONS FOR EACH PAINT SYSTEM UNDER WHICH THE WORK IS TO BE INSTALLED. DO NOT PROCEED WITH THE WORK CARPET INSTALLATION AND DEGREASE LIFE EXPECTANCY. ENSURE SEAMS ARE INCLUDING PRIMERS AND SEALERS. UNTIL UNSATISFACTORY CONDITIONS DETRIMENTAL TO THE WORK HAVE BEEN STRAIGHT, NOT OVERLAPPED, OR PEAKED AND FREE OF GAPS. SEAMS WILL NOT BE B. SHOP DRAWINGS: SUBMIT PAINTING SCHEDULE INCLUDING MANUFACTURER'S PRODUCT CORRECTED. f PERMITTED WHERE SINGLE PIECE OF CARPET CAN BE INSTALLED. NAME, COLOR, AND SUBSTRATE PROPOSED FOR PAINTING, AND METHOD OF 2. VERIFY THAT LEVEL 5A FINISH AS SPECIFIED IN SECTION 09260 HAS BEEN C. SPREAD ADHESIVE IN QUANTITY RECOMMENDED BY MANUFACTURER OVER FULL AREA APPLICATION. COMPLETED AND ACCEPTED PRIOR TO APPLICATION OF THE PRIME COAT. OF INSTALLATION. APPLY ONLY ENOUGH ADHESIVE TO PERMIT PROPER ADHESION OF C. SAMPLES: PROVIDE STEPPED SAMPLES DEFINING EACH SEPARATE COAT, INCLUDING 3. VERIFY THAT SUBSTRATE CONDITIONS ARE READY TO RECEIVE WORK AS CARPET BEFORE INITIAL SET. BLOCK FILLERS AND PRIMERS - OF EACH COLOR, TEXTURE AND MATERIAL TO BE APPLIED INSTRUCTED BY PRODUCT MANUFACTURER. D. LAY CARPET ON FLOORS WITH RUN OF PILE IN SAME DIRECTION OF ANTICIPATED ON THE FOLLOWING SUBSTRATES: 4. TEST SHOP APPLIED PRIMER FOR COMPATIBILITY WITH SUBSEQUENT COVER ` TRAFFIC. DO NOT CHANGE RUN OF PILE IN ANY ONE RUN OR FROM ONE ROOM TO NEXT 1. CONCRETE MASONRY: PROVIDE TWO 4" X 8" SAMPLES OF MASONRY, WITH MATERIALS. WHERE CARPET IS CONTINUOUS THROUGH OPENING. MORTAR JOINT IN EACH CENTER, FOR EACH FINISH AND COLOR. 5. MEASURE MOISTURE CONTENT OF SURFACES USING AN ELECTRONIC MOISTURE.x't �'tE E. INSTALL CARPET BY TRIMMING EDGES, BUTTING CUTS WITH SEAMING CEMENT, AND 2. DRYWALL: PROVIDE TWO 12" SQUARE SAMPLE OF EACH COLOR AND MATERIAL ON METER. DO NOT APPLY FINISHES UNLESS MOISTURE CONTENT OF SURFACES ARE TAPING AND/OR SEWING SEAMS TO PROVIDE SUFFICIENT STRENGTH FOR STRETCHING DRYWALL. BELOW FOLLOWING MAXIMUMS: SPECIFICATIONS AND CONTINUED STRESSES DURING LIFE OF CARPET. 3. PAINTED WOOD: PROVIDE TWO 12" SQUARE SAMPLES OF EACH COLOR AND a. CONCRETE UNIT MASONRY: 12 PERCENT. F. STRETCH CARPET TO PROVIDE SMOOTH, RIPPLE -FREE, TAUT, TRIM EDGES; SECURE TO MATERIAL ON HARDBOARD. b. GYPSUM WALLBOARD: 12 PERCENT. STRIPPING AND CONCEAL BEHIND EDGE OF STRIPPING. USE POWER STRETCHER WHERE 4. STAINED OR NATURAL WOOD: PROVIDE TWO 4" X 8" SAMPLES OF NATURAL AND C. INTERIOR WOOD: 15 PERCENT, MEASURED IN ACCORDANCE_ WITH ASTM D�- CARPET LENGTH IS GREATER THAN 20 FEET. STAINED WOOD FINISH ON ACTUAL WOOD SURFACES. 2016. Dcra,<rkt� G. CUT AND FIT CARPET NEATLY AROUND PROJECTIONS THROUGH FLOOR TO WALLS AND 5. FERROUS METAL: PROVIDE TWO 4" SQUARE SAMPLES OF FLAT METAL AND TWO 8" �yl , Nur{-�bei OTHER VERTICAL SURFACES. LONG SAMPLES OF SOLID METAL FOR EACH COLOR AND FINISH. 3.2 PREPARATION A. GENERAL: 1. REMOVE OR MASK ELECTRICAL AND MECHANICAL, PLATES, HARDWARE AND HARDWARE ACCESSORIES, LIGHT FIXTURE, ESCUTCHEONS, FITTINGS, AND SIMILAR ITEMS PRIOR TO PREPARING SURFACES OR FINISHING. REINSTALL REMOVED ITEMS BY WORKERS SKILLED IN THE TRADES INVOLVED. 2, CORRECT DEFECTS AND CLEAN SURFACES WHICH AFFECT WORK OF THIS SECTION. REMOVE EXISTING COATINGS THAT EXHIBIT LOOSE SURFACE DEFECTS. 3. SCHEDULE CLEANING AND SURFACE PREPARATION SO THAT DUST AND OTHER CONTAINMENTS WILL NOT FALL ON WET, NEWLY PAINTED SURFACES. 4. SEAL WITH SHELLAC MARKS WHICH MAY BLEED THROUGH SURFACE FINISHES. 5, PROVIDE BARRIER COATS OVER INCOMPATIBLE_ PRIMERS OR REMOVE AND REPRIME. B. SURFACE PREPARATION: 1. UNIT MASONRY SURFACES SCHEDULED TO RECEIVE PAINT FINISH: REMOVE DIRT, LOOSE MORTAR, SCALE, SALT OR ALKALI POWDER, AND OTHER FOREIGN MATTER. REMOVE OIL AND GREASE WITH SOLUTION OF TRI-SODIUM PHOSPHATE; RINSE WELL AND ALLOW TO DRY. REMOVE STAINS CAUSED BY WEATHERING OF CORRODING METALS WITH SOLUTION OF SODIUM METASILICATE AFTER THOROUGHLY WETTING WITH WATER. ALLOW TO DRY. 2. GYPSUM BOARD SURFACES: FILL MINOR DEFECTS WITH FILLER COMPOUND. SPOT PRIME DEFECTS AFTER REPAIR. 3. IMPERVIOUS SURFACES: REMOVE MILDEW BY SCRUBBING WITH SOLUTION OF TRI- SODIUM PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW SURFACE TO DRY. 4. INTERIOR WOOD ITEMS SCHEDULED TO RECEIVE PAINT FINISH: WIPE OFF DUST AND GRIT PRIOR TO PRIMING. SEAL KNOTS, PITCH STREAKS, AND SAPPY SECTIONS WITH SEALER. FILL NAIL HOLES AND CRACKS AFTER PRIMER HAS DRIED; SAND BETWEEN COATS. 5. INTERIOR WOOD ITEMS SCHEDULED TO RECEIVE TRANSPARENT FINISH: WIPE OFF DUST AND GRIT PRIOR TO SEALING, SEAL KNOTS, PITCH STREAKS, AND SAPPY SECTIONS WITH SEALER. FILL NAIL HOLES AND CRACKS AFTER SEALER HAS DRIED; SAND LIGHTLY BETWEEN COATS. 6. INSULATED COVERINGS: REMOVE DIRT, GREASE, AND OIL FROM CANVAS AND COTTON. 7. SHOP PRIMED STEEL SURFACES: SAND AND SCRAPE TO REMOVE LOOSE PRIMER AND RUST. FEATHER EDGES TO MAKE TOUCH-UP PATCHES INCONSPICUOUS. CLEAN SURFACES WITH SOLVENT. PRIME BARE STEEL SURFACES. 8. UNCOATED STEEL AND IRON SURFACES: REMOVE GREASE, MILL SCALE, WELD SPLATTER, DIRT, AND RUST. WHERE HEAVY COATINGS OF SCALE ARE EVIDENT, REMOVE BY POWER TOOL WIRE BRUSHING OR SANDBLASTING; CLEAN BY WASHING WITH SOLVENT. APPLY TREATMENT OF PHOSPHORIC ACID SOLUTION, ENSURING WELD JOINTS, BOLTS, AND NUTS ARE SIMILARLY CLEANED. SPOT PRIME PAINT AFTER REPAIRS. 9. WOOD AND METAL DOORS: SEAL TOP AND BOTTOM EDGES WITH PRIMER. 3.3 APPLICATION A. APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B, DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. C. APPLY EACH COAT TO UNIFORM FINISH. D. APPLY EACH COAT OF PAINT SLIGHTLY DARKER THAN PRECEDING COAT. E. SAND WOOD AND METAL LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH. F. VACUUM CLEAN SURFACES FREE OF LOOSE PARTICLES. USE TACK CLOTH JUST PRIOR TO APPLYING NEXT COAT. G. ALLOW APPLIED COAT TO DRY BEFORE NEXT COAT IS APPLIED. H. WHERE CLEAR FINISHES ARE REQUIRED, TINT FILLERS TO MATCH WOOD. WORK FILLERS INTO GRAIN BEFORE SET. WIPE EXCESS FROM SURFACE. 1. PRIME CONCEALED SURFACES OF INTERIOR WOODWORK WITH PRIMER PAINT. J. PRIME CONCEALED SURFACES OF INTERIOR WOODWORK SCHEDULED TO RECEIVE STAIN OR VARNISH FINISH WITH GLOSS VARNISH REDUCED 25 PERCENT WITH MINERAL SPIRITS. 3.4 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. REFER TO DIVISIONS 15 AND 16 FOR SCHEDULE OF COLOR CODING AND IDENTIFICATION BANDING OF EQUIPMENT, DUCT WORK, PIPING, AND CONDUIT. B. PAINT SHOP PREFINISHED ITEMS OCCURRING AT EXPOSED INTERIOR AREAS. C. REMOVE UNFINISHED LOUVERS, GRILLES, COVERS, AND ACCESS PANELS ON MECHANICAL AND ELECTRICAL COMPONENTS AND PAINT SEPARATELY. D. PRIME AND PAINT INSULATED AND EXPOSED PIPES, CONDUIT, BOXES, INSULATED AND EXPOSED DUCTS, HANGERS, BRACKETS, COLLARS AND SUPPORTS, AND EXCEPT WHERE ITEMS ARE PREFINISHED. E. PAINT INTERIOR SURFACES OF AIR DUCTS, THAT ARE VISIBLE THROUGH GRILLES AND LOUVERS WITH ONE COAT OF FLAT BLACK PAINT, TO VISIBLE SURFACES. PAINT DAMPERS EXPOSED BEHIND LOUVERS, GRILLES, TO MATCH FACE PANELS. F. PAINT EXPOSED CONDUIT AND ELECTRICAL EQUIPMENT OCCURRING IN FINISHED AREAS. G. PAINT BOTH SIDES AND EDGES OF PLYWOOD BACKBOARDS FOR ELECTRICAL AND TELEPHONE EQUIPMENT BEFORE INSTALLING EQUIPMENT. H. COLOR CODE EQUIPMENT, PIPING, CONDUIT, AND EXPOSED DUCT WORK IN ACCORDANCE WITH REQUIREMENTS INDICATED. COLOR BAND AND IDENTIFY WITH FLOW ARROWS, NAMES, AND NUMBERING. I. REINSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS REMOVED PRIOR TO FINISHING. 3.6 CLEANING A. COLLECT WASTE MATERIAL WHICH MAY CONSTITUTE FIRE HAZARD, PLACE IN CLOSED METAL CONTAINERS AND REMOVE DAILY FROM SITE. 3.6 SCHEDULE - INTERIOR PAINT A. CONCRETE MASONRY UNITS: 1. FINISH: SEMIGLOSS LATEX ENAMEL, TWO FINISH COATS OVER PRIMER: 3.0 MILS MINIMUM DRY FILM THICKNESS EXCLUSIVE_ OF FILLER. 2. BLOCK FILLER: HIGH-PERFORMANCE ACRYLIC LATEX BLOCK FILLER. a. ICI: 4000 BLOXFIL INTERIOR/EXTERIOR HEAVY DUTY ACRYLIC BLOCK FILLER. b. MOORE: MOORCRAFT INTERIOR & EXTERIOR BLOCK FILLER #173. C. PPG: 6-7 LATEX MASONRY BLOCK FILLER. d. S-W: HEAVY-DUTY BLOCK FILLER B42W46. 3. FIRST AND SECOND COAT: a. ICI: 1406 DULUX PROFESSIONAL ACRYLIC SEMI -GLOSS INTERIOR WALL & TRIM ENAMEL. b. S-W: PRO MAR 200 LATEX SEMIGLOSS ENAMEL (B20W200 SERIES). B. COTTON OR CANVAS COVERING OVER INSULATION: 1. FINISH: FLAT LATEX EMULSION SIZE; TWO COATS WITH ADDED FUNGICIDAL AGENT TO RENDER FABRIC MILDEWPROOF. 2. FIRST AND SECOND COATS: INTERIOR, FLAT, LATEX -BASED PAINT. a. ICI: 1200 DULUX PROFESSIONAL VELVET MATTE INTERIOR FLAT LATEX WALL &TRIM FINISH. b. MORE: REGAL WALL SATIN #215. C. PPG: 50-35 LATEX CEILING PAINT. d. S-W: CLASSIC 99 WALL AND TRIM PAINT A27W10. C. GYPSUM BOARD SYSTEMS: 1. FINISH: LUSTERLESS (FLAT) EMULSION FINISH; THREE COATS. 2. PRIMER: WHITE, INTERIOR, LATEX -BASED PRIMER. a. USG: FIRST COAT. b. S-W: PREPRITE HIGH BUILD INTERIOR LATEX PRIMER/SURFACE. 3. FINISH COAT: INTERIOR, FLAT, LATEX -BASED PAINT. a. ICI: 1200 DULUX PROFESSIONAL VELVET MATTE INTERIOR FLAT LATEX WALL & TRIM FINISH. b. MORE: REGAL WALL SATIN #216. C. PPG: 80 LINE WALLHIDE FLAT LATEX PAINT. d. S-W: CLASSIC 99 WALL AND TRIM PAINT A27W10. D. GYPSUM BOARD.- 1. FINISH: SEMIGLOSS LATEX ENAMEL; THREE COATS, 3.0 MILS MINIMUM DRY FILM THICKNESS. 2. PRIMER: WHITE, INTERIOR, LATEX -BASED PRIMER. a. USG: FIRST COAT. b. S-W: PREPRITE HIGH BUILD INTERIOR LATEX PRIMER/SURFACE. 3. FIRST AND SECOND COAT: a. S-W: PRO MAR 200 LATEX SEMIGLOSS ENAMEL (B31W200 SERIES). b. ICI: 1406 DULUX PROFESSIONAL ACYLIC SEMI -GLOSS INTERIOR WALL & TRIM ENAMEL. C. MOORE: REGAL AQUA GLO #338. d. PPG: SPEEDCRAFT INTERIOR SEMI -GLOSS LATEX #5-510. E. METAL - FERROUS: 1. FINISH: SEMIGLOSS ENAMEL FINISH; TWO COATS OVER PRIMER WITH 2.5 MILS MINIMUM TOTAL DRY FILM THICKNESS. 2. PRIMER: SYNTHETIC, QUICK -DRYING, RUST -INHIBITING PRIMER. a. ICI: 4100 DEVGUARD ALKYD METAL PRIMER. b. MOORE: IRONCLAD RETARDO RUST -INHIBITIVE PAINT #163. C. PPG: 6-208 RED INHIBITIVE METAL PRIMER. d. S-W: KEM KROMIK METAL PRIMER B50N21B50W1. 3, UNDERCOAT: INTERIOR ENAMEL UNDERCOAT. a. ICI: 1120 ULTRA -HIDE OIUALKYD INTERIOR WOOD UNDERCOATER. b. MOORE: MOORE'S ALKYD ENAMEL UNDERBODY #217. G. PPG: 6-6 SPEEDHIDE QUICK -DRY ENAMEL UNDERCOATER. d. S-W: PRO -MAR 200 ALKYD ENAMEL UNDERCOATER B49W200. 4. FINISH COAT: INTERIOR, SEMIGLOSS, ODORLESS, ALKYD ENAMEL. a. ICI: 1507 DULUX ULTRA TRADITIONAL SEMI -GLOSS INTERIOR ALKYD WALL & TRIM ENAMEL. b. MOORE: MOORE'S SATIN IMPERVO ENAMEL #235. C. PPG: 27 LINE WALLHIDE SEMIGLOSS ENAMEL. d. S-W: CLASSIC 99 SEMIGLOSS ENAMEL A40 SERIES. F. METAL - ZINC-COATED- 1 . FINISH: SEMIGLOSS ALKYD ENAMEL; TWO COATS OVER PRIMER, WITH 2.6 MILS MINIMUM TOTAL DRY FILM THICKNESS. 2. PRIMER: GALVANIZED METAL PRIMER. a. ICI: 4120 DEVGUARD ALL PURPOSE METAL & GALVANIZED PRIMER. b. MOORE: IRONCLAD GALVANIZED METAL LATEX PRIMER #155. G. PPG: 6-215/216 SPEEDHIDE GALVANIZED STEEL PRIMER. d. S-W: GALVITE B50W3. 3. UNDERCOAT: INTERIOR ENAMEL UNDERCOAT. a. ICI: 1120 ULTRA -HIDE OILIALKYD INTERIOR WOOD UNDERCOATER. b. MOORE: MOORE'S ALKYD ENAMEL UNDERBODY #217. C. PPG: 6-6 SPEEDHIDE QUICK -DRY ENAMEL UNDERCOATER- d. S-W: PRO -MAR 200 ALKYD ENAMEL UNDERCOATER B49W200. 4. FINISH COAT: INTERIOR, SEMIGLOSS, ODORLESS, ALKYD ENAMEL. a. ICI: 1507 DULUX ULTRA TRADITIONAL SEMI -GLOSS INTERIOR ALKYD WALL & TRIM ENAMEL. b. MOORE: MOORE'S SATIN IMPERVO ENAMEL #235. C. PPG: 27 LINE WALLHIDE SEMIGLOSS ENAMEL. d. S-W: CLASSIC 99 SEMIGLOSS ENAMEL A40 SERIES. G. WOODWORK AND HARDBOARD: 1. FINISH: SEMIGLOSS ENAMEL; THREE COATS. 2. UNDERCOAT: INTERIOR ENAMEL UNDERCOAT. a_ ICI: 1120 ULTRA -HIDE OILIALKYD INTERIOR WOOD UNDERCOATER. b. MOORE: MOORE'S ALKYD ENAMEL UNDERBODY #217. C. PPG: 6-6 SPEEDHIDE QUICK -DRY ENAMEL UNDERCOATER. d. S-W: PRO -MAR 200 ALKYD ENAMEL UNDERCOATER B49W200. 3. FIRST AND SECOND COATS: INTERIOR, SEMIGLOSS, ODORLESS, ALKYD ENAMEL. a. ICI: 1507 DULUX ULTRA TRADITIONAL SEMI -GLOSS INTERIOR ALKYD WALL & TRIM ENAMEL. b. MOORE: MOORE'S SATIN IMPERVO ENAMEL #235. C. PPG: 27 LINE WALLHIDE SEMIGLOSS ENAMEL. d. S-W: CLASSIC 99 SEMIGLOSS ENAMEL A40 SERIES. H. WOODWORK - NATURAL AND STAINED FINISH: AWI CUSTOM GRADE_ TR- 5 CATALYZED VINYL OR TR-6 CATALYZED POLYURETHANE. END OF SECTION SECTION 10999 MISCELLANEOUS SPECIALTIES PART 1 GENERAL 1.1 SUMMARY A. SECTION INCLUDES: MISCELLANEOUS SPECIALTIES WORK INCLUDES INSTALLING ITEMS SHOP FABRICATED, JOB FABRICATED AND MANUFACTURED ITEMS NOT PART OF OTHER SECTIONS OF THESE SPECIFICATIONS. B. THIS SECTION IS FOR INFORMATION ONLY. ALL ITEMS IN THIS SECTION ARE PURCHASED AND PROVIDED TO THE CONTRACTOR BY THE OWNER. 1.2 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL SUPPLEMENTARY CONDITIONS AND DIVISION 1 SECTIONS APPLY TO WORK OF THIS SECTION. 1.3 SUBMITTALS A. PRODUCT DATA: SUBMIT ON EACH TIME PRIOR TO STARING THIS WORK AND SUFFICIENTLY EARLY TO COORDINATE WITH OTHER WORK. SAMPLES MAY BE SUBMITTED IN LIEU OF LITERATURE IF APPROVED BY ARCHITECT. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR ARCHITECT'S REVIEW. COMPLETENESS OF SHOP DRAWINGS SHALL BE SUFFICIENT TO INDICATE COMPLIANCE WITH CONTRACT DOCUMENTS AND TO CORRELATE WITH OTHER MATERIALS. IN GENERAL, THEY SHALL INDICATE SIZE, MATERIAL, QUANTITY, FINISH, ATTACHMENT METHODS, CONNECTIONS, WEIGHT, PERFORMANCE DATA, ETC., DEPENDING ON SPECIFICATIONS. C. OPERATION INSTRUCTIONS: PROVIDE_ PRINTED OR WRITTEN INSTRUCTIONS FOR OWNER TO FOLLOW IN PROPER OPERATION OF EQUIPMENT. INSTRUCT AND DEMONSTRATE PROPER OPERATION TO OWNER'S REPRESENTATIVE. RECORD DETAILS OF SUCH INSTRUCTIONS AND FILE COPIES WITH OWNER AND THE ARCHITECT FOR RECORD. 1.4 QUALITY ASSURANCE A. CATALOG STANDARDS: MANUFACTURER'S CATALOG NUMBERS OR NAMES MAY INDICATED ON DRAWINGS OR SPECIFIED FOR CONVENIENCE IN IDENTIFYING CERTAIN MISCELLANEOUS SPECIALTIES ITEMS. UNLESS MODIFIED BY NOTATION ON DRAWINGS OR OTHERWISE SPECIFIED, MANUFACTURER'S CURRENT CATALOG DESCRIPTION FOR INDICATED NUMBER, TOGETHER WITH INDICATED OR SPECIFIED IN OPTIONS OR ACCESSORIES, CONSTITUTES REQUIREMENTS FOR EACH SUCH UNIT. 1. USED OF CATALOG NUMBERS, AND SPECIFIC REQUIREMENTS INDICATED ON DRAWINGS AND IN SPECIFICATION, ARE NOT INTENDED TO PRECLUDE USE OF EQUIVALENT PRODUCTS BY OTHER ACCEPTABLE MANUFACTURERS, BUT ARE GIVEN FOR PURPOSE OF ESTABLISHING STANDARD OF DESIGN AND QUALITY FOR MATERIALS, CONSTRUCTION AND WORKMANSHIP. B. CERTIFICATION: SUBMIT MANUFACTURER'S CERTIFICATE STATING THAT MATERIALS FURNISHED COMPLY WITH SPECIFIED REQUIREMENTS. INCLUDE SUPPORTING CERTIFIED TESTING DATA INDICATING THAT MATERIAL MEETS SPECIFIED REQUIREMENTS. 1.6 DELIVERY, STORAGE AND HANDLING A. DELIVER MATERIALS TO PROTECT SITE IN ORIGINAL FACTORY WRAPPINGS AND CONTAINERS, CLEARLY LABELED WITH IDENTIFICATION OF MANUFACTURER, BRAND NAME, QUALITY OR GRADE, FIRE PERFORMANCE CHARACTERISTICS, AND LOT NUMBER. B. STORE MISCELLANEOUS BLOCKED OFF GROUND TO PREVENT SAGGING AND WARPING, IN ORIGINAL UNDAMAGED PACKAGES AND CONTAINERS, INSIDE WELL -VENTILATED AREA PROTECTED FROM WEATHER, MOISTURE, SOILING, EXTREME TEMPERATURES, AND HUMIDITY. C. COMPLY WITH INSTRUCTIONS AND RECOMMENDATIONS OF MANUFACTURER FOR SPECIAL DELIVERY, STORAGE, AND HANDLING REQUIREMENTS. 1.6 PROJECTISITE CONDITIONS A. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATION WHERE POSSIBLE, TO ENSURE PROPER FITTING OF WORK. HOWEVER, ALLOW FOR ADJUSTMENTS WITHIN SPECIFIED TOLERANCES WHEREEVER TAKING OF FIELD MEASUREMENTS BEFORE FABRICATION MIGHT DELAY WORK. 1.7 SEQUENCING AND SCHEDULING A. SEQUENCE DELIVERY AND INSTALLATION OF MISCELLANEOUS SPECIALTIES ITEMS UNTIL CONSTRUCTION IS READY FOR THEIR INSTALLATION TO MINIMIZE POSSIBILITY OF DAMAGE. }tj; i.e. 12�y DMJM AVIATION 2202 N. West Shore Blvd., Suite 455 Tampa, FL 33607 Office: (813) 675-2121 For the Firm EB 7937 SFB ORLANDO/SANFOR.D INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Contact: Victor White Tele: 407-585-4004 Fax: 407-322-5834 Tt `MilST%'r' R'wlf; l aECUM.'rX �;ti� Ritw f iG. :'E�aTtpFiluri� GU�;t� FAILc t ()G j1n�'cr C) it ok; ia23-02 i i i 3 i i a SPECIFICATIONS -9 + yet. Nun ef SFB-01-GO17 f:) L�Sru;;ia, rotcipony ��3y�w, u PART 2 PRODUCTS 7. ASTM B 209: SPECIFICATION FOR ALUMINUM AND ALUMINUM -ALLOY SHEET AND 2.7 WASTE RECEPTACLE PLATE. 2.1 APPROVED MANUFACTURERS A. WASTE RECEPTACLE: 8. ASTM B 221: SPECIFICATION FOR ALUMINUM -ALLOY EXTRUDED BARS, RODS, WIRE, A. MANUFACTURER(S) LISTED HEREIN ARE INCLUDED FOR CONVENIENCE OF CONTRACTOR 1. CONSTRUCTION: FIBERGLASS --LONG LASTING WITH ROUNDED CORNERS. SHAPES AND TUBES. IN ESTABLISHING QUALITY, PERFORMANCE, FUNCTION, AND AESTHETIC APPEARANCE 2. PERFORMANCE: RESISTS CHIPS AND DENTS. CALIFORNIA STATE FIRE MARSHAL 9. ASTM E 84: SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. ACCEPTABLE TO ARCHITECT. (CSFM) APPROVED FOR FIRE SAFETY. UL TESTED. B. BUILDERS HARDWARE MANUFACTURERS ASSOCIATION: BHMA A156.9 CABINET, B. OTHER MANUFACTURER'S APPROVED BY ARCHITECT MAY BE USED WHOSE QUALITIES 3. CAPACITY: 28 U.S. QUARTS. HARDWARE. �, „f,I,E,. f'w� I MEET OR EXCEED SPECIFIED MANUFACTURER. 4. SIZE: 15 5/16"H X 14 "/"L X 10 %`W. �.y� i ,�1 Texas 7 5i 8 "! 5. FINISH: TEXTURED. 1.3 DEFINITIONS 2.2 SECURITY QUENUE SYSTEM 6. COLOR: BLACK. A. EXPOSED SURFACES:_ A. MANUFACTURER: LAVI INDUSTRIES, 27810 AVENUE HOPKINS, VALENCIA, CA 91355,661-257- 7. QUANTITY: TWO PER ETD CABINET. 1. SURFACES VISIBLE WHEN DOORS AND DRAWERS ARE CLOSED. DMJM AVIATION 7800. 8. ACCEPTABLE PRODUCT: RUBBERMAID FIRE RESISTANT WASTEBASKET, NO.2543. 2. BOTTOMS OF CASES MORE THAN 4'-0" ABOVE FINISH FLOOR. 2202 N. West Shore Blvd., Suite 455 B. MODEIJCONSTRUCTION: 9. CONTACT: BETTY MILLS COMPANY, VICTOR, 877-238-8964. 3. BACK AND EDGES OF HINGED DOORS EXPOSED WHEN OPEN. Tampa, FL 33607 office: 675-21 21 1. MODEL: DIRECTRAC #4500 B. SEMI -EXPOSED SURFACES: For the Firm Firm EB 7937 7 2. STANDARD HEIGHT: 62-1/2". 2.8 GRAVITY ROLLER CONVEYOR 1. SURFACES THAT BECOME VISIBLE WHEN DRAWERS AND DOORS ARE OPEN.- 3, WEIGHT: 57 LBS. A. MANUFACTURER: NEW LONDON ENGINEERING, 1700 DIVISION STREET, NEW LONDON, WI, 2. TOPS OF CASES 6'-0" OR MORE ABOVE FINISH FLOOR. 4, RISER CONSTRUCTION- ANODIZED ALUMINUM. 1-800-437-1994, C. CONCEALED SURFACES; SURFACES NOT VISIBLE AFTER INSTALLATION. 5. FRAME SIZE: 22" X 28". B. CONSTRUCTION: SFB 6. BASE SIZE: 23-3/8" WIDE X 16-1/4" DEEP. 1. ROLLER: 1-3/8" DIAMETER, TON CENTER, 18 GAGE TUBE, 100 LBS. ROLLER RATING. 1.4 SYSTEM DESCRIPTION ORL ANDO/SANFORD 7. BASE: STANDARD. ROLLER TO SET IN HIGH POSITION. A. DESIGN REQUIREMENTS: INTERNATIONAL AIRPORT 8. LEVELER GUIDES: YES. 2. FRAME: 2-1/2" X 1" X 12 GAGE WITH WELDED FRAME SUPPORTS. OVER ALL 1. DESIGN REQUIREMENT SHOWN BY THE DRAWINGS ARE INTENDED TO SHOW SANFORD, FLORIDA 9. CARTRIDGES: POSTER DISPLAY. CONVEYOR SIZE TO BE 2'-O" WIDE BY 2'-6" LONG, DESIGN INTENT, ESTABLISH BASIC DIMENSIONS OF UNITS, PROFILES, AND SIGHT 10. FINISH- LIDO -TONE WRINKLE_ BLACK. 3. LEGS: LEGS TO HAVE AN 8" VERTICAL HEIGHT ADJUSTMENT AND BE ON LOCKING LINES OF MEMBERS. CASTERS WITH RUBBER WHEELS. FINISH HEIGHT TO BE 12 ABOVE FINISH FLOOR. 2. WITHIN THESE LIMITATIONS THIS CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AIRPORT CONTACT: 2.3 STANCHION OF THE ENTIRE CABINET SYSTEM, INCLUDING ITS' ATTACHMENT TO THE Contact: Victor White A. STANCHION PART 3 EXECUTION STRUCTURE AND SHALL MAKE WHATEVER MODIFICATIONS OF AND ADDITIONS TO Tale: 407--4 1. CONSTRUCTION: ALUMINUM POST CONSTRUCTION. RUBBERIZED BASE. THE DETAILS AS MAY BE REQUIRED TO FULFILL THE PERFORMANCE Fax: 407-32222-583834 2. OPERATION: 4- WAY CONNECTION. SLOW RETRACTING BELT. SIGNAGE READY. 3.1 EXAMINATION REQUIREMENTS. 3. SIZE: 40"H, 28 LBS., 14" BASE DIAMETER. A. VERIFICATION OF CONDITIONS: EXAMINE THE SUBSTRATE CONDITIONS UTILITIES UNDER B. FIRE PERFORMANCE CHARACTERISTICS: ALL MATERIALS SHALL MEET CLASS I FIRE 4. FINISH: WRINKLE BLACK. WHICH UNITS OF MISCELLANEOUS HOSPITAL EQUIPMENT ARE TO BE INSTALLED AND RATING WHEN TESTED IN ACCORDANCE WITH ASTM E-84. 5. COLOR: BLACK INJECTED BASE COVER, T-O" BLACK BELT. NOTIFY CONTRACTOR IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND ,rRAINFPPQR ►`AT10c 3 �'EIC P1,T, 6. ACCEPTABLE PRODUCT- LAVI, BELTRAC 300OWB POST. TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL. 1.6 SUBMITTALS 7. CONTACT: REBECCA HELLER, 214-358-4166 OR LAURA KLARFELD, 800-624-6225. UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO A. PRODUCT DATA.- SUBMIT MANUFACTURER'S DESCRIPTIVE LITERATURE, SPECIFICATIONS, INSTALLER. INSTALLATION INSTRUCTIONS, HARDWARE, AND MAINTENANCE INSTRUCTION. 2.4 SIGN FRAME B. SHOP DRAWINGS: A. SIGN FRAME- STANCHION MOUNTED 3.2 PREPARATION 1. DRAW PROFILES, SECTIONS, AND VIEWS OF ITEMS SPECIFICALLY MANUFACTURED ' 1. CONSTRUCTION: METAL A. COORDINATION: COORDINATE WORK OF THIS SECTION WITH RELATED WORK OF OTHER FOR THIS WORK, AT A SCALE LARGE ENOUGH TO PERMIT CHECKING FOR DESIGN 2. OPERATION: SWIVEL MOUNTING MECHANISM (LOCKS IN 8 POSITIONS). UNSLOTTED SECTIONS TO OBTAIN PROPER INSTALLATION OF ITEMS. CONTRACTOR SHALL ACQUAINT CONFORMITY. (CAPTURED). (2)1/8" ACRYLIC SIGN INSERTS INCLUDED (FOUR-COLOR, SINGLE HIMSELF WITH WORK OF OTHER SECTIONS WHOSE WORK ABUTS, ADJOINS, OR IS 2. SHOW SIZES, QUANTITIES, MARKINGS, MATERIALS, FINISHES, AND ACCESSORIES. SIDED) AFFECTED BY OR RELATED TO WORK UNDER THIS SECTION, 3. INCLUDE ASSEMBLE AND INSTALLATION DRAWINGS TO SHOW METHODS OF 5.-- Nike 3. 3. SIZE: 11" WIDE X 14" HIGH FASTENING, BRACING, JOINTING AND CONNECTING TO WORK OF OTHER TRADES. ,��<,��« 4. FINISH: MATT 3.3 INSTALLATION C. SAMPLES- 5. COLOR: BLACK A. INSTALL UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, USING 1. SHOP PREPARE ONE TYPICAL TABLE REQUIRED FOR JOB, COMPLETE WITH -� - S;CT - - -- - - RF:i4:s{fFk71G'4i -- ---- [?+1T� 6. ACCEPTABLE PRODUCT: LAVI, BELTRAC 50-1131 V/MB/SET. CONCEALED FASTENERS APPROPRIATE TO SUBSTRATE AND RECOMMEND BY HARDWARE AND APPLIED FINISHES. 7. CONTACT: REBECCA HELLER, 214-358-4165 OR LAURA KLARFELD, 800-624-6225. MANUFACTURER OF UNITS. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN 2. SAMPLE UNITS WILL BE EXAMINED TO ASCERTAIN DEGREE OF QUALITY AND B. SIGN FRAME- FREE_ STANDING LOCATIONS AND AT HEIGHTS INDICATED. CONFORMITY TO STANDARDS SPECIFIED IN THIS SECTION. 1. CONSTRUCTION: CURVED BASE, 3. SAMPLES MAY BE USED AS PART OF WORK WHEN CONFORMING TO 2. OPERATION- POST DISPLAY CARTRIDGE INCLUDED. BASE LEVELER GLIDES. 3.4 FIELD QUALITY CONTROL REQUIREMENTS INDICATED AND WITH PERMISSION OF THE ARCHITECT. -�- - - - - OPTIONAL LOCKING HINGE/20-DTDL, OPTIONAL BASF_ WHEELS/80-DT00. OPTIONAL A. TEST AND EXAMINATIONS: AFTER INSTALLATION, EQUIPMENT SHALT_ BE EXAMINED AND 4. SAMPLE OF ANY FINISH HARDWARE NOT SPECIFIED BY MAKE AND MODEL. BROCHURE HOLDER, 5 POCKET /925. SUFFICIENTLY TESTED UNDER OPERATING CONDITIONS TO DETERMINE THAT THE UNIT mm- - r - .-.- 3. SIZE: 22" X 28" SIGN FRAME, 621/"H, 57 LB. POST. CURVED BASE: 23 3/8" X 16'/"D HAS BEEN INSTALLED CORRECTLY AND WILL FUNCTION PROPERLY. IF INSPECTION 1.6 QUALITY ASSURANCE I=''l r LOG 4. FINISH: ANODIZED ALUMINUM RISER. SHOWS DEFECTS, SUCH DEFECTS SHALL BE CORRECTED, DEFECTIVE MATERIAL A. MOCK-UPS: 5, COLOR: MATT BLACK REPLACED, AND INSPECTION REPEATED. SUCH REPAIRS SHALL BE MADE WIT NEW 1. MANUFACTURER SHALL INSTALL ONE FULL SIZE MOCK-UP OF ETD SCREENING AC WIT( --�-- - - - - 6. ACCEPTABLE PRODUCT: LAVI, DIRECTRAC 50-4501 SA/SET. MATERIAL AT NO ADDITIONAL EXPENSE TO THE OWNER. STATIONS WITH DOORS, DRAWERS, HARDWARE AND ACCESSORIES INDICATED ON k ar A.jpr'. 7. CONTACT: REBECCA HELLER, 214-358-4165 OR LAURA KLARFELD, 800-624-6225. THE DRAWINGS AND OWNER FURNISHED EQUIPMENT: C. SIGN FRAME- WALL MOUNTED 3.5 CLEANING a. ETD SCREENING TABLE. 1. OPERATION: WALL MOUNTED SIGN FRAME WITH 1 1/" MITERED CORNER DETAIL. A. AT COMPLETION OF INSTALLATION CLEAN AND POLISH ALL EXPOSED SURFACE AND b. TRACE DETECTION BASE UNIT. ADHESIVE MOUNTING HARDWARE INCLUDED. UNITS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AFTER C. TRACE DETECTION HOOD. '":""`" .r . n1Q23-02 ..n 2. SIZE: 81/2" X I V FINISH: SATIN CHROME REMOVING TEMPORARY LABELS AND PROTECTIVE COATING. 2. INSTALLATION LOCATION OF MOCK-UP TO BE DETERMINED BY ARCHITECT. 3. ACCEPTABLE PRODUCT: LAVI, QUICKCLIP 50-4646 SA (NEW) 50-4640 R/SA (OLD). 3. ACCEPTED MOCK-UPS SHALL SERVE AS THE STANDARD OF QUALITY FOR THE 4. CONTACT- REBECCA HELLER, 214-358-4165 OR LAURA KLARFELD, 800-624-6225. 3.6 PROTECTION WORK AND REMAIN AS A PERMANENT PART OF THE WORK IF AS NEW AT TIME OF A. PROTECT INSTALLED UNITS FROM DAMAGE AND SOILING UNTIL ACCEPTANCE BY OWNER. FINAL ACCEPTANCE. 2.5 PRIVACY PANEL SYSTEM END OF SECTION A. PRIVACY BOOTH PANEL SYSTEM: 1.7 DELIVERY, STORAGE, AND HANDLING 1. CONSTRUCTION: RIPSTOCK NYLON PANELS WITH FRAME AT TOP EDGE AND SECTION 12300 A. PROTECT TABLES WITH APPROPRIATE HEAVY DUTY WRAPPING MATERIALS AT FACTORY I WEIGHTED BOTTOM, CONNECTED AT POSTS WITH MAGNETS. METAL CASEWORK TABLES PRIOR TO SHIPMENT. MARK EACH UNIT WITH APPROPRIATE IDENTIFICATION REQUIRED 2. SIZE: POST HEIGHT: 7'-0"H. FOR INSTALLATION. 3. PANEL WIDTH: 3 4', 4'-0", 5'-0", OR 6'-0" AS INDICATED ON THE DRAWINGS, PART 1 GENERAL B. PROTECT TABLES DURING HANDLING, TRANSIT AND STORAGE TO PREVENT DAMAGE AND s 4. FINISH: WRINKLE BLACK DETERIORATION. 5. COLOR: BLACK. POST COLOR TO MATCH STANCHIONS. 1.1 SUMMARY 6, ACCEPTABLE PRODUCT: LAVI, POST AND PANEL SYSTEM 50-3033/7 A. SECTION INCLUDES- METAL PRE -MANUFACTURED CASEWORK TABLES. t8 COORDINATION 7. CONTACT: REBECCA HELLER, 214-358-4165 OR LAURA KLARFELD, 800-624-6225. A. COORDINATE WORK WITH OTHER TRADES AFFECTED BY INSTALLATION. 1.2 REFERENCES 2.6 ANTI -FATIGUE MAT A. AMERICAN SOCIETY FOR TESTING AND MATERIALS: PART 2 PRODUCTS �. A. ANTI -FATIGUE MAT. 1. ASTMA 16T STAINLESS AND HEAT RESISTANCE CHROMIUM -NICKEL STEEL PLATE, {......._M,°......,._,....................._......_......___......_..,.....,....,.,..,........._ .. _.�:_._�._..._ 1. CONSTRUCTION: NITRICELL SPONGE BASE, 3/8" THICK. SHEET, AND STRIP. 2.1 MATERIALS 2. PERFORMANCE: DESIGNED FOR MULTI -SHIFT APPLICATIONS. CHEMICAL, FIRE AND 2. ASTM A 276: SPECIFICATION FOR STAINLESS AND HEAT -RESISTING STEEL BARS A. STEEL: ASTM A 366, COLD -ROLLED, CLASS 1 FINISH, STRETCHER LEVELED EXCEPT OTHER ABRASIVE RESISTANT. CLASS A FIRE RATING (BASED ON MUSS 302 TEST METHOD). AND SHAPES. TYPES OF COLD -ROLLED STEEL MEETING REQUIREMENTS OF ASTM A 568 MAY BE USED FLAME SPREAD OF LESS THAN 1.6". LABELED SELF -EXTINGUISHING. OPTIONAL 3. ASTM A 366: STEEL, CARBON COLD -ROLLED, COMMERCIAL QUALITY. FOR CONCEALED PARTS. SPECIFICATIONS SAFTY BORDER ON LONGITUDINAL SIDES. 4. ASTM A 446- SPECIFICATION FOR SHEET STEEL ZINC -COATED (GALVANIZED) BY THE B. STAINLESS STEEL: 3. SIZE- 3X 5' X 9/16n HOT -DIP PROCESS, STRUCTURAL (PHYSICAL) PROPERTY. 1. BAR STOCK: ASTM A 276, TYPE 302 OR 304. 4. FINISH: DIAMOND EMBOSSED VINYL SURFACE. 5. ASTM A 525 - STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR 2. PLATE: ASTM A 167, TYPE 302 OR 304, STRETCHER LEVELED. ``"'� 5. COLOR: BLACK. STEEL SHEET, ZINC -COATED (GALVANIZED BY THE HOT -DIP PROCESS. C. ALUMINUM: L',,`r��gt�;, 195 5 6. ACCEPTABLE PRODUCT: WEARWELL BY TENNESSEE MAT CO. NO.415 6. ASTM A 568: STEEL, CARBON AND HIGH -STRENGTH LOW -ALLOY HOT -ROLLED 1. PLATE AND SHEET: ALLOY AND TEMPER RECOMMENDED BY MANUFACTURER FOR of t t,Iu ,Wren 7. CONTACT: JEREMY MCLAREN 800-259-6640, ERGO -SAFE, LLC, MASTER SHEET, HOT -ROLLED SHEET, HOT -ROLLED STRIP AND COLD -ROLLED SHEET. USE INTENDED AND AS SUITABLE FOR APPLICATIONOF FINISH INDICATED, BUT DISTRIBUTORS FOR TMC NASHVILLE, TN. SFB-01-GO18 tyf.Nopurl)" ery.. 2 WITH NOT LESS THAN THE STRENGTH AND DURABILITY PROPERTIES SPECIFIED IN ASTM B 209 FOR 6061-T6. 2. EXTRUDED BAR AND SHAPES: ASTM B 221, 6063-T6. D. SHEET STEEL -- GALVANIZED: ASTM A 446, GRADE C, G90 COATING AND ASTM C 525 HOT DIPPED GALVANIZED, 20-GAGE MINIMUM. 2.2 FABRICATION A. GENERAL: COMPLETE ASSEMBLY AND FINISH WORK AT POINT OF MANUFACTURER. PERFORM UNIT ASSEMBLY ON PRECISION JIGS TO PROVIDE UNITS THAT ARE SQUARE, FULLY REINFORCED WITH ANGLES, GUSSETS, AND CHANNELS; INTEGRALLY FRAMED AND WELDED TO FORM A DIRT AND VERMIN RETARDANT ENCLOSURE. WHERE APPLICABLE, REINFORCE CASEWORK FOR ADDITIONAL LOADS. MAINTAIN UNIFORM CLEARANCE AROUND DOOR AND DRAWER FRONTS OF BETWEEN 1/16" MINIMUM TO 3/32" MAXIMUM. 1, DRAWERS: ASSEMBLE FRONTS FROM TELESCOPING INNER AND OUTER PANS WITH FIRE RESISTANCE SOUND DEADENING MATERIAL. DESIGNED DRAWER TO ELIMINATE RAW EDGES OF STEEL AT TOP. FABRICATE SIDES, BACK, AND BOTTOM OF ONE PIECE, WITH ROLLED OR FORMED TOP OF SIDES FOR STIFFENING AND COMFORTABLE GRASP FOR DRAWER REMOVAL. WELD DRAWER FRONT TO SIDES, BACK, AND BOTTOM TO FORM A SINGLE, INTEGRAL UNIT. PROVIDE DRAWERS WITH RUBBER BUMPERS, RUNNERS AND POSITIVE STOPS TO PREVENT METAL TO METAL CONTRACT OR ACCIDENTAL REMOVAL. 2. DOORS: OUTER PAN AND INNER PAN FORMED AND TELESCOPED INTO BOX FORMATION, WITH CHANNEL REINFORCEMENT'S FULL HEIGHT ON CENTER OF EACH PAN. FILL DOORS SOLID WITH FIRE RESISTANT SOUND DEADENING MATERIAL. a. HINGED DOORS.- MORTISE AT FLANGES FOR HINGES AND REINFORCE WITH MINIMUM 16 GAGE ANGLE, WELDED INSIDE INNER PAN AT HINGE EDGE. PROVIDE NYLON ROLLER CATCHES AND STAINLESS STEEL STRIKE WELDED TO DOOR ASSEMBLY. 3. CASE: FORM SIDES TO MAKE RABBETED STILE % INCH WIDE, CLOSE STILE WITH CHANNEL. REINFORCE WITH ANGLES, CHANNELS, AND GUSSETS TO SUPPORT INTENDED LOADS. APPLY FIRE RESISTANCE SOUNDING DEADENING MATERIAL ON INTERIOR OF CASE. 4. TOPS: PROVIDE 16 GAGE STAINLESS STEEL SHEET. WELD SHOP JOINTS, GRIND SMOOTH AND POLISH. PROVIDE HAIRLINE, BUTT -JOINTED FIELD JOINTS, MECHANICALLY BOLTED THROUGH CONTINUOUS CHANNELS WELDED TO UNDERSIDE AT EDGES. KEEP FIELD JOINTING TO A MINIMUM. APPLY REINFORCING CHANNELS TO UNDERSIDE OF TOP WHERE NECESSARY TO INSURE RIGIDITY WITHOUT DEFLECTION. EXTEND TOP DOWN TO PROVIDE A 1 INCH THICKNESS AND A % INCH RETURN FLANGE UNDER FRAME, SOUND- DEADENED ENTIRE UNDERSURFACE WITH HEAVY -BUILD MASTIC COATING. B. MINIMUM METAL GAGE: PROVIDE STEEL AND STAINLESS STEEL OF THE FOLLOWING MINIMUM THICKNESS: 1. 20 GAGE. BACK PANELS, INNER DOOR PANELS, OUTER DOOR AND DRAWER PAN, INNER DOOR AND DRAWER PAN AND BODY, AND SHELVES. ADD REINFORCEMENT OR USE 18 GAGE MATERIAL FOR SHELVES OVER 36 INCHES LONG. 2. 18 GAGE: SIDES, ENDS, FIXED BACKS, BOTTOMS, TOPS, AND OTHER ITEMS NOT OTHERWISE NOTED. BOTTOMS MAY BE 20 GAGE IF REINFORCED. 3, 16 GAGE- SUPPORT RAILS, APRONS, RAILS SUPPORT POSTS, AND GUSSETS. 4. 14 GAGE: DRAWER RUNNERS, EQUIPMENT SUPPORTS, AND HINGE REINFORCEMENTS. 5. 12 GAGE: LEVELING AND CORNER GUSSETS. 6. PERFORATED PANELS - STAINLESS STEEL: 0.260 SQUARE HOLES AT 1" O.C. VERTICALLY AND 3" 0_C. HORIZONTALLY; REFER TO DRAWINGS FOR PATTERN 2.3 HARDWARE A- GENERAL BHMA A156.9. B. ROLLING SHUTTER: 1. MANUFACTURER/MODEL: MODEL #442.71.0% CUSTOM ALUMINUM ROLLER SHUTTERS, VERSION B, WITH 24 MM DOUBLE WALL PROFILE SLAT, GUIDE TRACK, AND FRONT TOP PANEL BY HAFELE, 800-423-3531, WWW.HAFELEONLINE.COM. C. DRAWER SLIDE: 1. FULL EXTENSION SLIDES FOR BOX, CARD FILE, AND UTILITY DRAWERS. 2. ACCEPTABLE PRODUCT:: #D3832-X REQUIRED LENGTH, 100 LBS BY ACCURIDE. D. TRACE DETECTION SLIDE AND PLATFORM: #CB3620-258TV WITH VINYL PAD AND STAINLESS STEEL PULL PINS. E. DRAWER AND DOOR LOCKS- 1. ACCEPTABLE PRODUCTS: BY BEST. a. #5L7RL2 CABINET LOCK. b. #1E7E4 CAM LOCK. C. #5L7RD2 CABINET LOCK. F. HINGES- 1 . MANUFACTURERS STANDARD HEAVY DUTY, FULLY CONCEALED, ADJUSTABLE HINGES; SELF LATCHING 170 DEGREE OPENING WITH MOUNTING PLATES AND ACCESSORIES AS REQUIRED. 2. AS APPROVED BY ARCHITECT. G. CASTERS: 1. MANUFACTURER/MODEL: E.R. WAGNER MANUFACTURING CO. MODEL #3KP53 WITH MODIFIED TOP PLATE TO MATCH TABLE LEG SIZE AND SHAPE. 2.4 FINISHES A. STAINLESS STEEL: NO.4 SATIN FINISH, VERTICAL GRAIN, B. STEEL: 1. MANUFACTURER'S STANDARD TEXTURED LOW -GLOSS POWDER ENAMEL FINISH ON EXPOSED MEMBERS. 2. COLOR: SHERWIN WILLIAMS POWDURA EPDXY, GRAY ASH #EAT2-002. PART 3 EXECUTION 3.1 INSTALLATION A. INSTALL CASEWORK IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PROVIDE CONNECTING HARDWARE, CLOSURE PANELS AND TRIM REQUIRED FOR COMPLETE AND FINISHED INSTALLATION. C. PLUMB AND SECURE CASEWORK RIGIDLY IN PLACE WITH PERMANENT ATTACHMENT TO BUILDING WHERE REQUIRED. SHIM AS REQUIRED WITH CONCEALED SHIMS. D. FIRMLY SECURE CASEWORK TO PREVIOUSLY PREPARED GROUNDS, FURRING, FRAMING AND OTHER BACKINGS. FIT AND SCRIBE TO ADJACENT MATERIALS CAREFULLY SO AS NOT TO DAMAGE OTHER MATERIALS. 3.2 CLEANING AND ADJUSTMENT A. CLEAN INTERIOR AND EXTERIOR OF CASEWORK IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3.3 PROTECTION A. PROVIDE 6 MIL PLASTIC OR OTHER SUITABLE WATER-RESISTANT COVERING OVER METAL CASE WORK AND TAPE INPLACE AT MINIMUM OF 4'-0" ON CENTER. ADVISE CONTRACTOR OF PROCEDURES AND PRECAUTIONS FOR PROTECTION OF INSTALLED LABORATORY CASEWORK AND FITTINGS FROM DAMAGE BY WORK OF OTHER TRADES. END OF SECTION i 250 Road urike 125 DMJM AVIATION 2202 N. West Shore Blvd., Suite 455 Tampa, FL 33607 Office: (813) 675-2121 For the Firm EB 7937 SFE ORL.ANDO/SANFORD INTERNATIONAL. AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Contact: Victor White Tele: 407--585-4004 Fax: 407-322-5834 SEC Ret} . ti o } f%EV f[l : FlUL LOG Ff. ytTr 10-23-02 f I E f , f F „(__.... Tit SPECIFICATIONS i. T� QG 11ur:I:,4be.' I, SFB-01-GO19. Via' e! 1' Gompany NW, SECTION 16000 ELECTRICAL PART 1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING GENERAL AND SPECIAL CONDITIONS AND GENERAL REQUIREMENTS SHALL APPLY TO ALL WORK UNDER THIS SECTION. 1.2 DESCRIPTION OF WORK A. THE WORK TO BE PERFORMED UNDER THIS DIVISION CONSISTS OF FURNISHING AND INSTALLING ALL ELECTRICAL WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREINAFTER. IT IS INTENDED THAT ALL WORK TO BE PERFORMED UNDER THIS DIVISION BE IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING STANDARDS OF DESIGN, CONSTRUCTION, WORKMANSHIP AND MATERIAL INCLUDING, BUT NOT LIMITED TO THE NEC AND THE NESC. B. UNDERWRITERS' LABEL AND LISTING: 1. ALL ELECTRICAL_ APPARATUS FURNISHED UNDER THIS DIVISION SHALL BE APPROVED BY UL AND SHALL BE LABELED SO OR LISTED WHERE SUCH IS APPLICABLE. C. PROVIDE COMPLETE RACEWAY SYSTEMS, BOXES, DEVICES, AND POWER FOR THE INSTALLATION AND FINAL OPERATION EQUIPMENT AND BUILDING SYSTEMS TO SUPPORT SAID EQUIPMENT AS SHOWN OR INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL COORDINATE_ AND NOTIFY THE OWNER OF ANY INTERRUPTIONS IN SERVICE REQUIRED FOR INSTALLATION OF SAID SYSTEMS AT LEAST 48 HOURS IN ADVANCE OF SAID INTERRUPTION, AND, AS NEEDED, THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER TO ALLOW OPERATION OF THE OWNERS' EXISTING EQUIPMENT. 1.3 CODES AND STANDARDS A. EXCEPT AS MODIFIED BY GOVERNING CODES IN JURISDICTION WHERE WORK IS TO BE ACCOMPLISHED AND BY CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND THE LATEST RECOMMENDATIONS OF THE FOLLOWING STANDARDS_ A REPRESENTATIVE LIST OF ORGANIZATIONS PUBLISHING TECHNICAL SPECIFICATIONS OR STANDARDS REFERENCED HEREIN TOGETHER WITH THE OFFICIAL ABBREVIATIONS FOLLOWS_ THIS LIST IS FOR INFORMATION ONLY. ALL REFERENCES MAY NOT BE USED INTHIS SPECIFICATION_ ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AWG AMERICAN WIRE GAUGE AWS AMERICAN WELDING SOCIETY CBM CERTIFIED BALLAST MANUFACTURERS CS COMMERCIAL STANDARDS EEI E_DISON ELECTRIC INSTITUTE_ ETL ELECTRIC TESTING LABORATORIES, INC. FS FEDERAL SPECIFICATIONS IEEE INSTITUTE OF ELECTRICAL_ AND ELECTRONIC ENGINEERS IES ILLUMINATING ENGINEERING SOCIETY IPCEA INSULATED POWER CABLES ENGINEERS ASSOCIATION NEC NATIONAL ELECTRICAL CODE - 2009 NECA NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NESC NATIONAL ELECTRICAL SAFETY CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION UL UNDERWRITERS' LABORATORIES, INC. 1.4 REQUIREMENTS A. VERIFY POWER FOR NEW ELECTRICAL OUTLETS IS NOT SHARED WITH MOTOR OR COMPRESSOR LOADS. B. VERIFY PANELS AND METERS FROM WHICH POWER IS DRAWN ARE SOLELY FOR THE USE OF AND BILL TO THE OWNER. C. DOCUMENT ALL EXISTING CONDITIONS. D. LABEL ALL NEW CIRCUITS, PANELS, AND TRANSFORMERS. PROVIDE TYPED NEW PANEL DIRECTORY. 1.5 TESTS A. AT THE COMPLETION OF THE ELECTRICAL INSTALLATION AND AT SUCH TIME AS THE OWNER MAY DIRECT, THE CONTRACTOR FOR THIS DIVISION SHALL CONDUCT AN OPERATING TEST FOR APPROVAL. ALL EQUIPMENT SHALL BE DEMONSTRATED TO OPERATE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AS INTENDED, PROVING SYSTEM INTEGRITY. PART 2 PRODUCTS NOT USED. PART 3 EXECUTION NOT USED, END OF SECTION SECTION 16060 GROUNDING PART 1 GENERAL 1.1 DESCRIPTION OF WORK A. GROUNDING SHALL BE PROVIDED AND TESTED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND AS INDICATED ON THE DRAWINGS. PART 2 PART 3 PART 1 1.1 1.2 PART 2 2.1 2.2 PRODUCTS NOT USED. EXECUTION NOT USED. END OF SECTION SECTION 16110 RACEWAYS GENERAL GENERAL A. REFER TO NOTES IN SECTION 16000. B. PROVIDE PULL STRING AND RINGS IN ALL RACEWAYS WHERE COMMUNICATIONS OR DATA CABLE IS TO BE PROVIDED. LEAVE 5'-0" SLACK AT EACH END. C. ALL RACEWAYS TO BE INSTALLED WITH A MINIMUM CLEARANCE OF 6m FROM HEAT AND MOISTURE. D. ALL RACEWAYS TO BE INSTALLED CONCEALED AT CABINETS. E. RACEWAYS SHOULD NOT BE RUN ON ROOFS UNLESS SO SPECIFIED BY THE ARCHITECT- F. WHERE RACEWAY PENETRATES ROOFS PROVIDE FLASHING AND COUNTER FLASHING TO CREATE A WATERTIGHT SEAL. G. PROVIDE RACEWAY EXPANSION JOINTS FOR EXPOSED OR CONCEALED RACEWAYS WITH NECESSARY BONDING CONDUCTOR AT ALL BUILDING EXPANSION JOINTS, H. RUN RACEWAY IN LONG STRAIGHT LINES, OR WHERE POSSIBLE WITH SYMMETRICAL BENDS_ 1_ CLEAR RACEWAYS WITH BALL MANDREL OF ALL DIRT AND DEBRIS PRIOR TO PULLING CABLE. J. SUPPORT RACEWAYS AT INTERVAL NO GREATER THAN TEN FEET. SUBMITTALS A. PROVIDE MANUFACTURER CATALOG CUTS OF ALL FITTINGS. B. WHERE ELEVATED WIRE WAYS ARE FABRICATED PROVIDE COMPLETE PLAN AND ELEVATION DRAWINGS. C. SUBMIT CATALOG CUTS OF ALL FLOOR AND WALL BOXES AND ACCESSORIES. MATERIALS CONDUIT MATERIALS A. ELECTRICAL METALLIC TUBING: PROVIDE ELECTRICAL GALVANIZED METALLIC TUBING FOR ALL RIGID USES. TUBING TO MEET MINIMUM SPECIFICATIONS AS FOLLOWS: 1_ CONTINUOUS SEAMLESS TUBING GALVANIZED OR SHERIDANIZED ON THE EXTERIOR COATED OR FINISHED ON THE INTERIOR WITH SMOOTH HARD FINISH. 2. ALL CONDUIT SHALL BE A MINIMUM OF % " IN DIAMETER. 3. COUPLING AND CONNECTORS FOR ALL INDOOR CONDUIT UNDER 2" IN DIAMETER SHALL BE STEEL SET SCREW TYPE FITTINGS. 4. COUPLING AND CONNECTORS FOR 2-1 /2" AND HIGHER IN DIAMETER SHALT_ BE STEEL COMPRESSION GLAND FITTINGS, 5. OUTDOOR CONDUIT CONNECTORS SHALL BE RAIN TIGHT STAINLESS STEEL COMPRESSION GLAND FITTINGS. B. FLEXIBLE STEEL CONDUIT: 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCK, AND DOUBLE -WRAPPED STEEL, GALVANIZED INSIDE AND OUT FORMING INTERNAL SMOOTH WIRING CHANNEL. LENGTH NOT TO EXCEED 60". 2_ EACH SECTION OF RACEWAY MUST BE GROUNDED. 3. STEEL SQUEEZE TYPE OR SET SCREW FITTINGS CAN BE USED. C. LIQUID TYPE FLEXIBLE CONDUIT: 1. SAME AS FLEXIBLE STEEL, BUT WITH WATERTIGHT PLASTIC OUTSIDE JACKET. 2. PROVIDE WATERTIGHT VINYL SEAL RINGS AT ALL FITTINGS AND COUPLINGS. D. ALUMINUM CONDUIT: DO NOT USE. ELECTRICAL BOXES A. GENERAL NOTE: ALL NEW WALL MOUNTED BOXES SHALL CONFORM TO ADA REQUIREMENTS OR GOVERNING ACCESS CODES OF THE JURISDICTION WHERE WORK BEING CONDUCTED. B. FLOOR BOXES: FLOOR BOXES SHALL BE RECESSED AS DETERMINED BY OWNER REQUIREMENTS_ ALL BOXES TO BE GROUTED IN PLACE AND ALL ADJACENT SURFACES ARE TO BE BOUGHT BACK TO ORIGINAL CONDITION. 1. FLOOR BOXES FOR ETD INSTALLATIONS TO BE AS FOLLOWS: a. SINGLE GANG BOX: i. MANUFACTURER: CARLON. ii. MATERIAL: PVC. iii. DISTRIBUTOR: GRAYBAR. iv_ MODEL #: E976RFB, E976AK2, v. COVER: PROVIDE BRASS COVER WITH FLIP LATCHES FOR DUPLEX OUTLET. b. SINGLE GANG BOX, POKE THROUGH: i. MANUFACTURER: WIREMOLD. ii. MATERIAL: METAL. iii. MODEL #: RC3ATCBS. iv_ COVER: PROVIDE BRASS COVER WITH FLIP LATCHES FOR DUPLEX OUTLET. c. IF JURISDICTION REQUIRES METTALIC BOX USE THE FOLLOWING: i. MANUFACTURER: LEW ELECTRIC_ ii. MATERIAL: METAL. iii, MODEL #1101-BE. iv. COVER: PROVIDE BRASS COVER BY SAME MANUFACTURER. V. MODEL #6394DP. d. CONTRACTOR MAY SUBSTITUTE PRODUCTS BY RACO, HUBBELL, OR CARLON IF EQUAL IN CONFIGURATION; AND QUALITY. C. WALL BOXES: PROVIDE STANDARD SINGLE GANG WALL BOXES AT ALL ETD LOCATIONS AS INDICATED ON PLANS. COVER PLATES FOR ALL BOXES TO BE BRUSHED ALUMINUM FINISH_ 77 t"J A�IJ E A.r"rapai-If.; Road 2,3 POWER POLES �i�r��ho -d r , [ 'i J ; ­i 7. ; A. AT LOCATIONS WHERE POWER IS COMING FROM OVERHEAD UTILIZE WIREMOLD ALTP SERIES SIZE FOR INSTALLATION CEILING HEIGHT, AND EQUIPMENT WIRING TYPE UNLESS DMJM AVIATION OTHERWISE NOTED. 2202 N. West Shore Blvd., Suite 455 PART 3 EXECUTION Tampa, FL 33607Office: NOT USED. (813) 675-2121 For the Firm EB 7937 END OF SECTION SECTION 16120 WIRE & CABLE SFR ORLANDOISANFORD PART 1 GENERAL INTERNATIONAL AIRPORT SANFORD, FLORIDA A. REFER TO NOTES IN DIVISION 16000. R DELIVER WIRE AND CABLE TO THE JOB SITE ON REELS OR COILS IN ACCORDANCE WITH NEC STANDARDS. AIRPORT CONTACT: Contact: Victor White PART 2 MATERIALS Tele: 407--555-4004 Fax: 407-322-5534 A. PROVIDE WIRE WITH A MINIMUM INSULATING RATING OF 600 VOLTS EXCEPT FOR WIRE USED IN 50 VOLTS OR BELOW FOR CONTROL OF SIGNAL OR OTHER SYSTEMS. USE 300 VOLT MINIMUM AT THESE APPLICATIONS AND ALSO IF REQUIRED TO TIE INTO EXISTING" SYSTEMS. TRAN AD����,� B. CONDUCTOR SHALL BE ELECTRICAL_ GRADE ANNEALED COPPER, TINNED IF RUBBER ``a £C RIry INSULATED, AND FABRICATED ACCORDING TO ASTM STANDARDS. $r' C. SINGLE CONDUCTOR CIRCUITS SHALL BE #12 GAUGE OR LARGER.° D. MULTI CONDUCTOR CIRCUITS SHALL BE EITHER 10 OR 12 GAUGES, OR AS OTHERWISE a CALLED OUT ON DRAWINGS. E. INSULATED SINGLE CONDUCTORS SHALL BE TYPE THHN/THWN-FLAME RETARDANT: HEAT o� RESISTANT THERMOPLASTIC INSULATION JACKET INSULATION FOR BRANCH CIRCUITS_ SAID CONDUCTOR SHALL BE RATED FOR 90C DRY/75C WET OPERATION F. INSULATED CONDUCTORS FOR FEEDER CIRCUITS WILL BE RATED 75 DEGREES C. G. MAKE ALL CONNECTIONS, SPLICES, AND TAPES, AND JOINTS WITH SOLDER LESS -- DEVICES, MECHANICALLY AND ELECTRICALLY SECURE. PROTECT EXPOSED WIRES AND R ` IS101'--;( CONNECTING DEVICES WITH ELECTRICAL TAPE AND INSULATION TO PROVIDE PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR. H. ALL TAPE UTILIZED SHOULD BE SPECIFICALLY DESIGNED FOR USE AS INSULATING TAPE. PART 3 EXECUTION A. PROVIDE A COMPLETE SYSTEM OF CONDUCTORS IN A RACEWAY SYSTEM. B. USE NO. 12 AWG COPPER MINIMUMS. FOR BRANCH CIRCUITS WHOSE LENGTH FROM ---- ----- -- - - PANEL TO FURTHEST OUTLET EXCEEDS 100 FEET FOR 120-VOLT CIRCUITS OR 200 FEED FOR 277/480 CIRCUITS USE NUMBER 10 OR LARGER. IN ANY EVENT PROVIDE WIRE, WHICH�� -- - - LIMITS VOLTAGE DROP PER THE NEC. G. DO NOT INSTALL WIRE IN INCOMPLETE CONDUIT RUNS. ELIMINATE SPLICES WHEREVER POSSIBLE. WHERE NECESSARY ONLY SPLICE IN APPROVED AND READILY ACCESSIBLE-�- PULL, JUNCTION, OR OUTLET BOXES. D. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE UL LISTED CONNECTORS RATED TO 600 VOLTS FOR GENERAL USE AND 1,000 VOLTS FOR USE BETWEEN BALLASTS AND LAMPS AND OTHER GASEOUS''`' DISCHARGE FIXTURES_ E. USE TERMINATOR FITTINGS, CONNECTORS, ETC., SUITABLE FOR THE SPECIFIED CABLE''' 1 FURNISHED. MAKE BENDS IN CABLE PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE I FITTINGS TIGHT. F. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF THE CIRCUIT. G. COLOR -CODING OF WIRE: CONSISTENTLY COLOR CODE WIRE TO MATCH THAT OF EXISTING INSTALLATION, IF EXISTING INSTALLATION DOES NOT HAVE CONSISTENT WIRE CODING UTILIZE THE FOLLOWING SCHEME: 1. 120/208 VOLTS: a, PHASE A -BLACK. b. PHASE B-RED. c. PHASE C-BLUE. d. NEUTRAL -WHITE. e. GROUND -GREEN. 2. 277/480 VOLTS: a. PHASE A -BROWN. b. PHASE_ B-ORANGE_ C. PHASE C-YELLOW. d. NEUTRAL -GRAY. e. GROUND -GREEN. END OF SECTION SPECIFICATIONS SECTION 16140 WIRING DEVICES prof SFB-01- 020 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. REFER TO PLANS FOR LOCATION AND TYPE OF ALL DEVICES. B. GENERAL PROVISIONS OF THE CONTRACT INCLUDING GENERAL AND SPECIAL CONDITIONS AND GENERAL REQUIREMENTS SHALL APPLY TO ALL WORK UNDER THIS SECTION. 1.2 DESCRIPTION OF WORK A. PROVIDE WIRING DEVICES INCLUDING RECEPTACLES, SWITCHES, AND DEVICE PLATES EXCEPT IF NOTED OTHERWISE. 1.3 STANDARDS A. EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE FOLLOWING: 1. SWITCHES: a. FEDERAL SPECIFICATIONS STANDARD WS-896E. 2. RECEPTACLES: a. N.E.M.A. STANDARD WD-1, 3.2 THROUGH 3.10. b. U.L. STANDARD 498 FEDERAL SPECIFICATION WC 596-D. 1 A SUBMITTALS A. SUBMIT MANUFACTURER'S CATALOG CUTS AND SPECIFICATIONS FOR ALL WIRING DEVICES. PART 2 PRODUCTS 2.1 SWITCHES A. PROVIDE SPECIFICATION GRADE, FLUSH MONTING, QUIET OPERATING AC TYPE, WITH TOGGLE OPERATOR, HEAT RESISTANT PLASTIC HOUSING AND SELF -GROUNDING METAL STRAP. SILVER OR SILVER ALLOY CONTACT. RATED 20A AT 120-277V AND CAPABLE OF FULL CAPACITY TUNGSTEN OR FLOURESCENT LAMP LOAD. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WIRE. VERIFEID BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS-896E. SWITCH CONFIGURATION UTILIZED IS TO BE AS ON DRAWINGS. PROVIDE LIGHT GREY COLOR UNLESS OTHERWISE NOTED. B. ACCEPTED MANUFACTURERS: ARROW HART, HUBBELL, AND LEVITON. 2.2 RECEPTACLES A. INSTALL RECEPTACLES AS CALLED OUT ON PLANS. B. ETD LOCATIONS: 1. INTERIOR LOCATIONS: a. MANUFACTURER: HUBBELL. b. SPECIFICATION: 20A, 125VAC, 2P3W, DUPLEX. C. MODEL 5362-1 2. EXTERIOR LOCATIONS: a. MANUFACTURER: HUBBELL. b. ACCEPTOR FOR HAZARDOUS LOCATION RECEPTACLES: MODEL #UGR020231. c. SWB SERIES BOXES: MODEL SWB1. 2.3 FAMEPLATES A. PROVIDE COVER PLATES FOR ALL WALL RECEPTACLE OUTLETS AND SWITCHES OF 302 STAINLESS STEEL WITH SATIN FINISH. B. PROVIDE WEATHER PROOF COVERS FOR OUTLETS PLACED OUTDOORS. PART 3 EXECUTION 3.1 GENERAL A. FOLLOW NOTES AND ELEVATIONS ON DRAWINGS FOR INSTALLATION. B. LOCATE ALL SWITCHES AND PLUGS AT HEIGHTS CONFROMING TO LOCAL ADA CODES. C. AVOID PLACING OF SWITCHES AND OUTLETS BEHIND OPEN DOORS. D. FASTEN ALL DEVICES AND COVER PLATES SECURELY, WITH PROPER FASTENERS PER MANUFACTURERS' RECOMMENDATIONS. E. CAULK AROUND EDGES OF ALL OUTDOOR AND FLOOR BOXES. END OF SECTION SECTION 16195 ELECTRICAL IDENTIFICATION PART 1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING GENERAL AND SPECIAL CONDITIONS AND GENERAL REQUIREMENTS SHALL APPLY TO THE WORK IN THIS SECTION. 1.2 DESCRIPTION OF WORK A. PROVIDE IDENTIFICATION ON ALL EQUIPMENT, RACEWAYS, BOXES, AND CONDUCTORS. PART 2 PRODUCTS 2.1 NAMEPLATES A. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPERCASE LETTERS ENCLOSED BY A WHITE BORDER ON A BEVELED EDGE. B. NAMEPLATES FOR ANY EQUIPMENT SUPPLIED BY AN EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING. C. ALL NAMEPLATES SHALL BE PERMANENTLY AFFIXED WITH MECHANICAL FASTENERS. ALL LETTERING MUST BE ENGRAVED AND INTEGRAL TO NAME PLATE. D. NAMEPLATES WILL BEAR THE NAME, NUMBER, AND YEAR INSTALLED OF THE EQUIPMENT TO WHICH IT IS ATTACHED, NUMBER AND NAME SHALL BE AS LISTED IN DRAWINGS. 2.2 CABLE TAGS AND WIRE IDENTIFICATION LABELS A. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES. B. WIRE MARKERS SHALL BE PREPRINTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. 2.3 IDENTIFICATION LABELS A. ACCEPTABLE MANUFACTTRERS: 1. W.H. BRADY COMPANY. 2. THOMAS & BETTS COMPANY. 2.4 PLASTICIZED CLOTH A. NON-CONDUCTIVE. B. WATERPROOF. C. CAPABLE OF WITHSTANDING CONTINUOUS TEMPERATURE OF 235 DEGREES F AND INTERMITTENT TEMPERATURE OF 300 F. D. MACHINE PRINTED, PART 3 EXECUTION 3.1 SWITCHBOARDS A. FURNISH & INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED IN THE DRAWINGS. MOUNT AT TOP OF INCOMING SECTION. B. PROVIDE ON EACH MAIN SWITCH AN IDENTIFYING NAMEPLATE. NUMBER MULTIPLE SWITCHES. 3.2 PANELBOARDS AND LOAD CENTERS A. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT THE TOP OF THE PANEL. B. IN DIRECTORY FRAME OF EACH PANEL DOOR MOUNT A TYPED DIRECTORY IDENTIFYING ALL CIRCUITS, AND DEVICES FEED BY SAID CIRCUITS. C. INCLUDE PANEL OR LOAD CENTER IDENTIFICATION, CABLE AND RACEWAY SIZE OF PANEL FEEDS AND FEEDER ORIGINATION POINT ON THE DIRECTORY. 3.3 DISCONNECT SWITCHES A. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH THE EQUIPMENT DESIGNATION FOR WHICH THE DISCONNECT SERVES. 3.4 FEEDER SWITCHES A. FURNISH AND INSTALL FOR EACH FEEDER SWITCH INCLUDING, BUT NOT LIMITED TO THOSE IN SWITCHBOARDS, SWITCH AND FUSE PANELBOARDS, TAKE -OFFS AT BUS DUCTS, MOTOR CONTROL CENTERS, MULTIPLE METER CENTERS, ETC, TWO (2) NAMEPLATES AS FOLLOWS: 1. MANUFACTURERS NUMBER AND RATINGS OF REPLACEMENT PARTS. 2. SECOND NAMEPLATE WILL INCLUDE LOAD SERVED AND SIZE AND TYPE OF RACEWAY. 3.5 PULLBOXES, ENCLOSURES, AND CABLE TERMINATIONS A. CIRCUITS OVER 40 AMPS 1. PROVIDE IDENTIFICATION WITH CIRUIT NUMBERS ON PANEL COVER. 2. FURNISH AND INSTALL CABLE TAGS ON EACH CABLE THAT ENTERS PANELBOX. NOTE LOAD SERVED, TYPE AND SIZE OF CABLE, AND ANY OVERCURRENT DEVICE PROTECTING THE CABLE. 3.6 BRANCH CIRCUITS A. PROVIDE IDENTIFICATION LABEL WITH PANEL AND CIRCUIT COVERS. B. IDENTIFY EACH CIRCUIT WITH WIRE MARKERS WHEN ENCLOSURE LABEL AND WIRE COLORS DO NOT PROVIDE ENOUGH INFROMATION TO IDENTIFY EACH CIRCUIT WITHOUT TRACING. C. BOX COVERS HIDDEN ABOVE CEILINGS ARE TO BE MARKED WITH INDELIBLE INK MARKERS. END OF SECTION SECTION 16410 CIRCUIT BREAKERS NOT USED. PART 2 PRODUCTS 2.1 BRANCH CIRCUIT BREAKERS A. ALL BRANCH CIRCUIT BREAKERS SHALL BE BOLT -ON, THERMAL MAGNETIC WITH FIXED TRIP. THE MINIMUM SIZE BREAKER SHALL BE SINGLE POLE, 20 AMP TRIP. 2.2 FEEDER BREAKERS. A. WHEN SUPPLIED WITH NEW PANEL BOARDS, FEEDER BREAKERS SHALL BE OF THE SIZE AND TYPE DESCRIBED ON THE DRAWINGS. B. WHEN ADDED TO EXISTTNG EQUIPMENT, FEEDER BREAKERS SHALT_ BE THE SAME TYPE AS THE EXISTTNG BREAKERS IN THE PANEL AND SHALL BE SIZED PER THE DRAWINGS. PART 3 EXECUTION NOT USED. END OF SECTION SECTION 16450 DRY TYPE TRANSFORMERS PART 1 GENERAL 1.1 RELATED DOCUMENTS :�'50 E. ���ra,(j� :i.o �'r�}r�Jd r A. THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING GENERAL AND SPECIAL SLsiIrw i r5 C=,. � 1 Fulr Texas, a1081- 2 78,3 CONDITIONS AND GENERAL REQUIREMENTS SHALL APPLY TO ALL WORK IN THIS , . SECTION, DMJM AVIATION 1.2 DESCRIPTION OF WORK 2202 N. West Shore Blvd., Suite 455 A. PROVIDE DRY TYPE TRANSFORMERS IN ACCORDANCE_ WITH AND AS SHOWN ON PLANS. Tampa, FL 33607 Office: (813) 675-2121 For the Firm EB 7937 1.3 STANDARDS A. EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND THE LATEST 1.4 PART 2 2.1 2.2 2.3 2.4 2.5 RECOMMENDATIONS OF THE FOLLOWING: SFB 1. U.L.STANDARDS 506. ORLANDO/SANFORD 2. ANSI C57.12,00 AND C89.1. INTERNATIONAL AIRPORT 3. NEMA ST 20 AND TR 27. SANFORD, FLORIDA SUBMITTALS I AIRPORT CONTACT: A. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS AND MANUFACTURERS DATA FOR EACH TYPE AND SIZE OF DRY TRANSFORMER AS INDICATED ON THE DRAWINGS. Contact: Victor White Tele: 407-585-4004 PRODUCTS Fax: 407-322-5834 i APPROVED MANUFACTURERS,_-_,.�___.. A. ALL TRANSFORMERS SHALL BE OF MANUFACUTURERS THAT MATCH OTHER MAJOR SYSTEM COMPONENTS SUCH AS SWITCHBOARDS, ETC. IN LIEU OF EXISTING EQUIPMENT MANUFACTTRERS PROVIDE TRANSFORMERS FROM ONE OF THE FOLLOWING g�iasrF MANUFACTURERS.- 1. SQUARE D. 2. CUTLER -HAMMER 3. GENERAL ELECTRIC. 4. SIEMENS ITE_. DRY TYPE TRANSFORMERS IN GENERAL A. TRANSFORMERS SHALL BE 115 DEGREES C TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT. TRANSFORMERS SHALL BE CAPABLE OF CARRYING A 15% CONTINUOUS OVERLOAD WITHOUT EXCEEDING A 150 DEGREES C RISE IN A 40 DEGREES CAMBIENT. TRANSFROMER',�'If1''I TO BE A MINIMUM "K-13" RATING. B. ALL INSULATING MATERIALS SHALT_ BE SUITABLE_ FOR 220 DEGREES C UI_ COMPONENT RECOGNIZED INSULATION SYSTEM. -�"-- --�� --� C. COILS: 1. COIL CONDUCTORS TO BE CONTINUOUS WITH TERMINATIONS WELDED WITHOUT AUXILIARY FLUX MATERIAL. WIND COILS WITH COPPER OR ALUMINUM MAGNET --�--- -- -- WIRE, VACUUM IMPREGNATED WITH NOWHYDROSOPIC THERMOSETTING VARNISH. COILS TO BE PROTECTED WITH AN OUTER LAYER OF GLASS TAPE OR SIMILAR - - - - •-------TM- --��-� - - - ��- QUALITY INSULATION. PROVIDE EACH LAYER WITH END -FILLERS OR TIE -DOWNS TO FILL L ( ENSURE MAXIMUM MECHANICAL STRENGTH. BRACE TAP TERMINATIONS TO.m,-�-��- MAGNET WIRE. BRACE PRIMARY AND SECONDARY MAGNET WIRE DIRECTLY TO BUS .. .... .... STUDS OR LUGS. WINDINGS SHALL BE CONTINUOUS WITH NO SPLICES. ''~=cr - -� -a ----- �--- ---- --� CORE A. MANUFATURE CORE FROM HIGH GRADE, NON -AGING 29 GAUGE SILICON STEEL WITH HIGH MAGNETIC PERMEABILITIES, LOW HYSTERSIS AND EDDY CURRENT LOSES. KEEP''rGv MAGNETIC FLUX DENSITIES WELL BELOW SATURATION TO ALLOW FOR A MINIMUM OF 10 PERCENT OVER VOLTAGE EXCITATION. F� B. CUT LAMINATIONS WITH THE DIRECTION OF THE GRAIN AND FREE OF BURRS. ALL LAMINATIONS MUST BE CORE PLATED OR ANNEALED AND FIRMLY BUTTED. THE CORE LAMINATIONS SHALL BE CLAMPED TIGHTLY AND COMPRESSED TO PROVIDE QUIET `�----- OPERATION AND TO PREVENT DAMAGE DURING SHIPMENT OR ROUGH HANDLING. TAPS A. PROVIDE NEMA STANDARD TAPS. ENCLOSURES A. PROVIDE LIFTING RACKETS ON ALL SIZES. B. VENTILATED OPENINGS SHALL BE SUCH AS TO AVOID ACCIDENTAL ACCESS TO LIVE PARTS.. C. DEGREASE, CLEAN, PHOSPHATIZ_E AND PAINT THE ENTIRE ENCLOSURE WITH ONE(1) COAT OF ZINC CHROMATE PRIMER AND TWO(2) COATS OF ENAMEL. D. THE CORE AND CORE ASSEMBLY SHALL BE GROUNDED TO THE ENCLOSURE BY MEANS OF A FLEXIBLE COPPER GROUNDING STRAP OF ADEQUATE SIZE. 2.6 MOUNTING A. PROVIDE TRANSFORMERS UP TO AND INCLUDING 112-1/2 KVA SUITABLE FOR FLOOR, WALL, OR CEILING MOUNTING. 2.7 VIBRATION ISOLATION A. CORE AND COIL ASSEMBLIES 30 KVA OR LARGER TO BE MOUNTED ON RUBBER VIBRATION ISOLATORS DESIGNED SPECIFICALLY TO REDUCE 120 HZ SOUND AND MULTIPLE HARMONICS. SPECIFICATIONS D s t -� a t () r 9 :,_j SFB-01 -G021 2.8 TRANSFORMERS A. ALL TRANSFORMERS SHALL BE OF THE QUIET TYPE, OPERATING AT SOUND LEVELS SUBSTATIALLY BELOW ANSI STANDARDS. PART 3 EXECUTION 3.1 GENERAL A. WHERE TRANSFORMERS ARE TO BE FLOOR MOUNTED INSTALL ON 4" HIGH CONCRETE HOUSKEEPING PAD. PROVIDE NEOPRENE GASKET BETWEEN TRANSFORMER AND HOUSKEF_PING PAD. B. PROVIDE GROUNDING CONDUCTOR FROM TRANSFORMER TO NEAREST BUILDING GROUND FOR EACH SEPARATELY DERIVED SYSTEM. GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH NEC SECTION 250-94 FOR THE DERIVED PHASE CONDUCTORS. C. ADJUST TRANSFORMER TAPES FOR RATED OUTPUT VOLTAGE UNDER NORMAL CONDITIONS. END OF SECTION SECTION 16470 PANELBOARDS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING GENERAL AND SPECIAL CONDITIONS AND THE GENERAL REQUIREMENTS SHALL APPLY TO ALL WORK UNDER THIS SECTION. 1.2 DESCRIPTION OF WORK A. PROVIDE COMPLETE PANEL BOARDS AS INDICATED ON PLANS. 1.3 STANDARDS A. EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND THE LATEST RECOMMENDATIONS OF THE FOLLOWING: 1. PANELBOARDS: a. UL STANDARDS #50 & #67. b. FEDERAL STANDARD W-P-115C. G. NEMA STANDARD PB-1. B. 2. CIRCUIT BREAKERS: a. UL STANDARD #489. b. FEDERAL STANDARD W-0-357A AMENDMENT 4. C. NEMA STANDARD AB-1-1969. 1.4 SUBMITTALS A. SUBMIT COMPLETE SHOP DRAWINGS AND CATALOG DATA. WITH EACH PANELBOARD DRAWING THE FOLLOWING IS REQUIRED: 1. SHOW MAIN DEVICES AND LUG SIZES. 2. BRANCH CIRCUIT DEVICE SIZES AND ARRANGEMENT. IDENTIFY AVAILABLE SPACES. 3. DIMENSIONS AND CONSTRUCTION. 4. GUTTER AND BACKBOX DIMENSIONS, CONDUIT ENTRY/EXIT LOCATIONS. 5. NAMEPLATE AND LEGEND. 6. PROTECTIVE COATING. 7. ALL PERTINENT DETAILS OF PANEL, ENCLOSURE, COVER, AND METHOD OF SECURING COVER AND LOCK. 8. ASSEMBLY RATINGS INCLUDING: a. SHORT CIRCUIT RATING. b. VOLTAGE. c. CONTINUOUS CURRENT. 9. MAJOR COMPONENT RATINGS INCLUDE: a. VOLTAGE. b. CONTINUOUS CURRENT. c. INTERRUPTING RATINGS. 10. CABLE TERMINAL SIZE. 1.5 QUALITY ASSURANCE A. EACH PANELBOARD AS A COMPLETE AND FINISHED PRODUCT SHALL RECEIVE A SINGLE INTEGRATED EQUIPMENT RATING BY THE MANUFACTURER. THE INTEGRATED EQUIPMENT MANUFACTURER SHALL CERTIFY THAT ALL EQUIPMENT IS CAPABLE OF WITHSTANDING THE THERMAL AND MAGNETIC STRESS OF A FAULT EQUAL TO THE VALUE SPECIFIED ON THE DRAWINGS. SUCH RATING SHALL BE ESTABLISHED BY ACTUAL TESTS BY THE MANUFACTURER OR SIMILAR EQUIPMENT. THE CERTIFICATION SHALL BE PERMANENTLY AFFIXED TO EACH PANELBOARD. 1.6 DELIVERY, STORAGE, AND HANDLING A. EQUIPMENT SHALL BE HANDLED AND STORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. THESE INSTRUCTIONS SHALL BE INCLUDED WITH THE EQUIPMENT AT THE TIME OF SHIPMENT. 1.7 EXTRA (MATERIALS A. PROVIDE TWO (2) KEYS FOR EACH CABINET LOCK. PART 2 PRODUCTS 2.1 APPROVED MANUFACTURERS A. ALL PANELBOARDS SHALL BE OF MANUFACTURERS THAT MATCH OTHER MAJOR SYSTEM COMPONENTS SUCH AS SWITCHBOARDS, ETC. IN LIEU OF EXISTING EQUIPMENT MANUFACTURERS PROVIDE PANELBOARDS FROM ONE OF THE FOLLOWING MANUFACTURERS: 1. SQUARE D. 2. CUTLER -HAMMER 3. GENERAL ELECTRIC. 4. SIEMENS ITE. 2.2 PANELBOARDS IN GENERAL A. PROVIDE PANELBOARDS CONSISTING OF AN ASSEMBLY OF BRANCH CIRCUITS SWITCHING AND PROTECTIVE DEVICES MOUNTED INSIDE A DEAD FRONT ENCLOSURE. PROVIDE NUMBER AND SIZE OF BRANCH CIRCUIT DEVICES AS SHOWN ON DRAWINGS AND/OR SCHEDULES. LOCATION OF CIRCUIT BREAKERS SHALL BE LISTED ON SCHEDULES. B. PROVIDE MODIFICATIONS AND ADDITIONAL EQUIPMENT AS SHOWN ON DRAWINGS: 1. MAIN CIRCUIT BREAKERS. 2. SHUNT TRIP BREAKERS. 3. INTEGRAL REMOTE SWITCHES. 4. SUBFEED SWITCHES: a. FEED THROUGH LUGS AND/OR BUS DOUBLE LUGS FOR MULTIPLE CABLES OR FOR FUTURE PROVISIONS. 5. GROUND FAULT INTERRUPTING CIRCUIT BRAKERS. 6. OVERSIZED GUTTERS. 7. DOOR IN DOOR CONSRUCTION FOR POWER PANELS. 2.3 INTERIORS A. RIGID REMOVABLE ASSEMBLY OF COPPER BUSS BARS AND INTERCHANGEABLE BOLTED BRANCH CIRCUIT DEVICES. B. BUS BARS SIZED IN ACCORDANCE WITH UL STANDARDS TO LIMIT TEMPERATURE RISE ON ANY CURRENT CARRYING PART TO A MAXIMUM 65 DEGREES C ABOVE AN AMBIENT 40 DEGREES C MAXIMUM. C. BUS BARS DRILLED TO PERMIT BRANCH CIRCUIT DEVICES OF ALL SIZES AND NUMBER OF POLES TO BE INTERCHANGEABLE AND INSTALLED IN ANY SPARE SPACE OF SUFFICIENT SIZE, WITHOUT DISTURBING ADJACENT UNITS, WITHOUT REMOVING MAIN BUS OR BRANCH CIRCUIT CONNECTORS, AND WITHOUT MACHINING, DRILLING, OR TAPPING IN THE FIELD. D. ARRANGE BUS IN SEQUENCE OR DISTRIBUTED PHASING SO THAT THE MULTIPOLE CIRCUIT BREAKER CAN REPLACE ANY GROUP OF SINGLE CIRCUIT BREAKERS OF THE SAME SIZE. E. FULL SIZE (100%-RATED) INSULATED NEUTRAL_ BARS SHALL BE INCLUDED IN THE PANELBOARDS SHOWN WITH NEUTRAL. NEUTRAL BUSING SHALL HAVE SUITABLE LUG FOR EACH OUTGOING FEEDER REQUIRING A NEUTRAL CONNECTION. 200% RATED NEUTRALS SHALL BE SUPPLIED FOR PANELS DESIGNATED ON DRAWINGS WITH OVERSIZED NEUTRAL CONDUCTORS AND PANELS SERVED FROM K-RATED TRANSFORMERS. F. PROVIDE GROUND BUS IN EACH PANELBOARD, ON 1201208 VOLT PANELBOARDS PROVIDE AN ADDITIONAL ISOLATED GROUND BUS WHERE REQUIRED. 2.4 ENCLOSURE A. COLD GAUGE STEEL BOX GALVANIZED. B. PROVIDE A BOLT -ON GROUND CONNECTOR INSIDE OF ENCLOSURE. 2.5 FRONT A. DOORS MUST BE PROVIDED ON ALL ENCLOSURES. B. HEAVY CODE GAUGE STEEL AS REQUIRED TO MAINTAIN A FLAT PANEL FACE. C. HOLD FRONT CLOSED WITH TRIM CLASPS D. FACTORY FINISH IN MEDIUM GRAY E. PROVIDE CYLINDER LOCK. ALL PANELS KEYED ALIKE. F. DOORS OVER 48" IN HEIGHT SHALL HAVE AUXILIARY LATCHES AT TOP AND BOTTOM OF DOOR. 2.6 TERMINAL LUGS A. BOLTED TYPE, LABELED FOR EITHER COPPER OR ALUMINUM CONNECTORS. B. LOCATE LUGS AT TOP OR BOTTOM WHERE SERVICE ENTERS. 2.7 ELECTRICAL RATINGS A. SHORT CIRCUIT WITHSTAND RATINGS SHALL BE AS INDICATED ON DRAWINGS. PANELBOARDS SHALL BE LABELED WITH UL SHORT CIRCUIT RATING. ALL CIRCUIT BREAKERS SHALL BE FULLY RATED UNLESS DRAWINGS SPECIFY SERIES RATED. WHEN SERIES RATINGS ARE APPLIED WITH INTEGRAL OR REMOTE UPSTREAM DEVICES, A LABEL OR MANUAL SHALL BE PROVIDED, IT SHALL STATE THE CONDITIONS OF THE UL SERVICE RATINGS INCLUDING: 1. SIZE AND TYPE OF UPSTREAM DEVICE. 2. BRANCH CIRCUIT DEVICES THAT CAN BE USED. 3. UL SERIES SHORT CIRCUIT RATING. B. WHERE INDICATED PROVIDE PANELBOARDS HAVING A SERVICE ENTRANCE TYPE UL LABEL WITH NEUTRALS FACTORY BONDED TO FRAME AND ENCLOSURES. 2.8 CIRCUIT BREAKER DEVICES A. PLASTIC MOLDED CASE. COMPLETELY SEALED ENCLOSURE. TOGGLE TYPE OPERATING HANDLE. TRIP AMPERE RATING AND ON/OFF INDICATION CLEARLY VISIBLE_. B. THERMAL -MAGNETIC TRIP -FREE, TRIP INDICATING, QUICK MAKE, QUICK BREAK, WITH INVERSE TIME DELAY CHARACTERISTICS. C. SILVER ALLOY CONTACTS WITH AUXILIARY ARC -QUENCHING DEVICES. D. PANEL BOARD MUST BE OF THE TYPE WHICH WILL ACCEPT THE FIELD INSTALLATION OF SHUNT TRIP DEVICES OF 60 AMPS OR LESS ON BRANCH DEVICES. E. INTERRUPTING CAPACITIES AS INDICATED ON DRAWINGS. F. PROVIDE MAIN BREAKERS FOR TRANSFORMERS IN PANELS. G. FOR HVAC EQUIPMENT PROVIDE UL LISTED HACR TYPE DEVICES. 2.9 GROUND FAULT INTERRUPTERS A. GROUND FAULT INTERRUPTER BRANCH CIRCUIT BREAKERS SHALL BE AS INDICATED ON PLANS. CIRCUIT BREAKERS SHALL BE CIRCUIT INTERRUPTING WHICH WILL OPERATE MANUALLY FOR NORMAL SWITCHING FUNCTIONS AND AUTOMATICALLY UNDER OVERLOAD, SHORT CIRCUIT, AND .005 AND LINE -TO -GROUND FAULT CONDITIONS. THE OPERATING MECHANISM SHALL BE ENTIRELY TRIP -FREE SO THAT CONTACT CANNOT BE HELD CLOSED AGAINST AN ABNORMAL OVERCURRENT, SHORT CIRCUIT, OR GROUND FAULT CONDITION. THE DEVICE SHALL BE A BOLT ON TYPE WITH CASE_ CONSTRUCTION AND SHALL BE INTERCHANGEABLE WITH STANDARD 1 P BREAKERS UTILIZED IN PANELBOARD. PART 3 EXECUTION 3A INSTALLATION A. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6'-6" TO TOP UNLESS OTHERWISE NOTED. B. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE_ TOGETHER IN EACH GUTTER WITH NYLON TIE WRAPS AT 4' INTERVALS. C. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. 3.2 TOUCH-UP AND CLEANING A. VACUUM ALL BOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CLOSEOUT. B. TOUCH-UP ALL DINGS, DENTS, AND SCRATCHES. 3.3 OBSERVATION A. LEAVE_ ALL PANEL FRONTS OPEN FOR REVIEW BY ENGINEERS. END OF SECTION SECTION 16621 DIESEL GENERATOR SETS PART 1 - GENERAL 1.01 SUMMARY A. THIS SPECIFICATION COVERS REQUIREMENTS FOR PROVIDING AND ACCEPTANCE TESTING OF A COMPLETE AND OPERATIONAL DIESEL ENGINE11DRIVEN EMERGENCY POWER SUPPLY AND AUTOMATIC TRANSFER SWITCHES, B. THE GENERATOR SHALL INCLUDE A COMPLETE CONTROL SYSTEM FOR AUTOMATIC START INCLUDING BUT NOT LIMITED TO CRANKING CONTROLS, COOL DOWN AND EXERCISING. C. THE GENERATOR MANUFACTURER SHALL PROVIDE ALL UNIT MOUNTED AND FIELD INSTALLED ACCESSORIES INCLUDING, BUT NOT LIMITED TO, SILENCER, STARTING BATTERIES, STATIC BATTERY CHARGER, GENERATOR MAIN BREAKER, IN -BASE FUEL_ TANK, ENGINE COOLING SYSTEM WITH COOLANT, AND VIBRATION ISOLATORS. D. THIS EQUIPMENT, INCLUDING THE ENGINEUGENERATOR SET SHALL BE MANUFACTURED BY A SINGLE MANNUFACTURER WHO HAS BEEN REGULARLY ENGAGED IN THE PRODUCTION OF E_NGINEUGENERATOR SETS FOR A MINIMUM OF TEN YEARS. THE ELECTRIC GENERATING SYSTEM DESCRIBED HEREIN, INCLUDING THESE COMPONENTS SHALL BE FACTORY BUILT, FACTORY TESTED, AND SHIPPED BY THIS SINGLE MANUFACTURER, SO THERE IS ONE SOURCE OF SUPPLY AND RESPONSIBILITY FOR WARRANTY, PARTS, AND SERVICE. THIS MANUFACTURER SHALL HAVE A LOCAL REPRESENTATIVE WHO CAN PROVIDE FACTORY TRAINED SERVICEMEN, REQUIRED STOCK OF REPLACEMENT PARTS, AND TECHNICAL ASSISTANCE. F. THE GENERATOR WILL SUPPLY LOAD TO AN UNINTERRUPTIBLE POWER SUPPLY. MAXIMUM VOLTAGE DIP STARTING LOADS SHALL_ BE 20%. 1.02 MANUFACTURER A. THE ELECTRICAL GENERATING SYSTEM SHALL BE MANUFACTURED BY ONAN CORP., OR CATERPILLAR, INC. B. ALL PRODUCTS SPECIFIED UNDER THIS SECTION SHALL BE WARRANTED BY THE MANUFACTURER OR A FACTORY AUTHORIZED DEALER UNCONDITIONALLY FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. WARRANTY SHALL INCLUDE TOTAL SERVICE 24 HOURS PER DAY, 7 DAYS PER WEEK WITH A 4 HOUR RESPONSE TIME. ALL COSTS INCURRED INCLUDING LABOR, MATERIALS, TRAVEL AND OTHER EXPENSES ARE TO BE COVERED BY THE WARRANTY. 1.03 SUBMITTALS A. MANUFACTURERS DATA AND CATALOG CUTS ON THE ENGINE, GENERATOR SET, SILENCER, VIBRATION ISOLATORS, STATIC BATTERY CHARGER, STARTING BATTERIES, GENERATOR MAIN BREAKER, ENGINE GOVERNOR AND AUTOMATIC TRANSFER SWITCHES. 1 :1. A cipoil �o , 1t 75081 .j 5 01ti. 1 .. . S/ .7 8 3 DMJM AVIATION 2202 N. West Shore Blvd., Suite 455 Tampa, FL 33607 Office: (813) 675-2121 For the Firm EB 7937 SFB ORLANDO/SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Contact: Victor White Tele: 407-585-4004 Fax: 407-322-5834 lf,' !''rKF,TATlP;trs `;ECQRiT`t' F+DS'a:iNI`5'twoom a "awl" +� 'nrr�Lire t wu� >w" r f r Ci+)!' 10-23-02 I i f I s I 1 , i , s E SPECIFICATIONS SFB-01-G022 I I '' B. DIMENSIONED OUTLINE DRAWINGS INDICATING WEIGHTS, COMPONENTS, ACCESSORIES, AND FIELD CONNECTIONS. C. ELECTRICAL DRAWINGS INCLUDING SCHEMATIC AND CONNECTION DIAGRAMS SHOWING TERMINAL BLOCK IDENTIFICATION AND ARRANGEMENT, FIELD AND UNIT WIRING CONNECTION. DRAWINGS SHALL BE SPECIFIC TO THIS INSTALLATION AND SHOW ALL EQUIPMENT BEING PROVIDED AND WIRED. TYPICAL WIRING DIAGRAMS AND MARKED UP CATALOG CUTS ARE UNACCEPTABLE. D. SUMMARY TEST REPORTS FOR PROTOTYPE TESTS AND CERTIFIED REPORTS FOR PRODUCTION TESTS. E. GENERATOR CAPABILITY CURVE. F. GENERATOR DAMAGE CURVE. G. STATEMENT OF WARRANTY. H. GENERATOR REACTANCE AND SHORT CIRCUIT DATA. I. EXHAUST CHEMISTRY DETAIL. J. OCTIVE BAND SOUND LEVELS. K. ENCLOSURE COLOR SAMPLES. 1.04 TESTING A. PROTOTYPE TEST: THE FOLLOWING TESTS AND ALL TESTING REQUIRED BY NFPA 110, PAR 12.1 SHALL BE PERFORMED ON A PROTOTYPE OF THE GENERATOR SET BEING PROVIDED: 1. TORSIONAL TEST AND ANALYSIS. 2. GENERATOR TEMPERATURE RISE TEST BY EMBEDDED DETECTOR AND RESISTANCE METHOD. 3. SHORT CIRCUIT TEST WITH GENERATOR SET OPERATING AT RATED LOAD AND SPEED. 4. ENDURANCE TEST OF MINIMUM FIVE HUNDRED (500) CONTINUOUS. 5. LINEAR VIBRATION TEST. 6. COOLING SYSTEMS TEST AT RATED OUTPUT AND MAXIMUM AMBIENT TEMPERATURE. 7. MAXIMUM MOTOR STARTING KVA. 1 B. THE FOLLOWING PRODUCTION TESTS SHALL BE PERFORMED ON EACH UNIT AND CERTIFIED TEST REPORTS SUBMITTED PRIOR TO SHIPMENT: 1. VOLTAGE REGULATION 2. FREQUENCY REGULATION 3. TRANSIENT RESPONSE 4. RATED OUTPUT OF 0.8 POWER FACTOR 5. FUEL CONSUMPTION. C. ACCEPTANCE TESTING 1- THE CONTRACTOR SHALL PERFORM INSTALLATION ACCEPTANCE TESTING IN THE FIELD IN ACCORDANCE WITH NFPA 110, SECTION 5913, 2. THE CONTRACTOR SHALL PROVIDE LOAD BANKS AND FUEL FOR FULL LOAD TESTING. 3. NO BUILDING LOADS SHALL BE DISCONNECTED FROM NORMAL SERVICE OR CONNECTED TO THE EMERGENCY GENERATOR SET WITHOUT PRIOR APPROVAL OF THE OWNER. 4. PRIOR NOTIFICATION OF ACCEPTANCE TESTING SHALL BE MADE TO THE ENGINEER. 5. A WRITTEN TEST REPORT OF THE INSTALLATION ACCEPTANCE TESTING SHALL BE PROVIDED BY THE CONTRACTOR. PART 2 - PRODUCTS 2.01 DIESEL ENGINE DRIVEN GENERATOR SET A. THE AC ENGINEUDRIVEN GENERATOR SET SHALL BE RATED BY THE MANUFACTURER FOR STANDBY OPERATION AT 350 KW/438KVA 0.8 PF, 60 HZ, 1800 RPM FOR USE WITH A 480Y/277 VOLTS AC 3 PHASE, 4 WIRE SYSTEM. 2.02 AC GENERATOR, VOLTAGE REGULATOR AND EXCITER A. THE AC GENERATOR, EXCITER AND VOLTAGE REGULATOR SHALL BE DESIGNED AND MANUFACTURED BY THE ENGINEHGENERATOR SET MANUFACTURER AS A COMPLETE GENERATOR SYSTEM. B. THE AC GENERATOR SHALL BE SYNCHRONOUS, FOUR POLE, REVOLVING FIELD WITH BRUSHLESS EXCITATION, DRIP PROOF CONSTRUCTION, SINGLE PRELUBRICATED SEALED BEARING, AIR COOLED BY A DIRECT DRIVE CENTRIFUGAL BLOWER FAN, AND DIRECTLY CONNECTED TO THE ENGINE WITH FLEXIBLE DRIVE DISC(S). THE ROTOR SHALL HAVE AMORTISSUER (DAMPER) WINDINGS, LAYER WOUND MECHANICALLY WEDGED WINDING CONSTRUCTION. THE ROTOR SHALL BE DYNAMICALLY BALANCED. C. AC OUTPUT LEADS SHALL BE BROUGHT OUT TO FIELD CONNECTION BUS BARS ACCESSIBLE THROUGH REMOVABLE PLATES ON EITHER SIDE OF A SHEET METAL OUTPUT BOX. THE NEUTRAL SHALL BE INSULATED AND ISOLATED, WITH PROVISIONS FOR BONDING TO THE FACILITY GROUND SYSTEM AS A SEPARATELY DERIVED SYSTEM. D. THE INSULATION SYSTEM SHALL BE CLASS H PER NEMA MG1. ACTUAL TEMPERATURE RISE MEASURED BY RESISTANCE METHOD AT FULL LOAD SHALL NOT EXCEED 105 DEGREES CENTIGRADE TO PROVIDE ADDITIONAL ALLOWANCE FOR INTERNAL HOT SPOTS. THE MAIN GENERATOR AND EXCITER INSULATION SYSTEMS SHALL BE EPDXY COATED. E. A PERMANENT MAGNET GENERATOR SHALL PROVIDE EXCITATION POWER TO THE AUTOMATIC VOLTAGE REGULATOR FOR A CONSTANT EXCITATION POWER SOURCE INDEPENDENT OF THE LOAD ON THE MAIN STATOR TERMINALS. THE PERMANENT MAGNET GENERATOR SHALL SUSTAIN MAIN FIELD EXCITATION POWER FOR OPTIMUM MOTOR STARTING AND TO SUSTAIN SHORT CIRCUIT CURRENT FOR SELECTIVE OPERATION AND COORDINATION OF SYSTEM OVERCURRENT DEVICES. F. THE AUTOMATIC VOLTAGE REGULATOR SHALL BE SOLIDOSTATE DESIGN AND INCLUDE OVERVOLTAGE AND OVEREXCITATION PROTECTION FUNCTIONS, THE VOLTAGE REGULATOR SHALL BE EQUIPPED WITH THREE PHASE RMS SENSING AND SHALL CONTROL BUILDUP OF AC GENERATOR VOLTAGE TO PROVIDE A LINEAR RISE AND LIMIT OVERSHOOT. G. GENERATOR PERFORMANCE 1. VOLTAGE REGULATION +A 0.5 PERCENT. 2. SHORT CIRCUIT CURRENT 300 PERCENT FOR 10 SECONDS. 3. TELEPHONE INFLUENCE FACTOR 0 LESS THAN 50. 4. TOTAL HARMONIC DISTORTION o LESS THAN 5 PERCENT. H. HARMONICS 1. THE GENERATOR SHALL BE PROVIDED WITH HARMONIC FILTERS OR TRAPS DEEMED NECESSARY BY THE MANUFACTURER TO PREVENT OVERTEMPERATURE IN THE GENERATOR WINDINGS DUE TO HARMONIC HEATING AND TO INSURE PROPER CONTROL OF THE UNIT. 2.03 ENGINE A. THE ENGINE SHALL BE DESIGNED SPECIFICALLY FOR STANDBY GENERATOR SET DUTY. THE ENGINE SHALL BE DIESEL FUELED, DIRECT INJECTION, WITH FORGED STEEL CRANKSHAFT AND CONNECTING RODS. THE CYLINDER BLOCK SHALL BE CAST IRON WITH REPLACEABLE WET LINERS. THE ENGINE SHALT_ BE TURBOCHARGED AND AFTERgC00LED WHERE REQUIRED BY THE GENERATOR SET MANUFACTURER. 2.04 ENGINE ACCESSORIES THE FOLLOWING ENGINE ACCESSORIES SHALL BE FURNISHED: A. ELECTRIC STARTER MOTOR AND STARTER SOLENOID RATED 24 VDC CAPABLE OF PROVIDING LEVEL 1 CRANKING CYCLE PER NFPA 110 TABLE 305.4.2. B. POSITIVE DISPLACEMENT, MECHANICAL, FULL PRESSURE, LUBRICATION OIL PUMP AND FULL FLOW LUBRICATION OIL FILTERS WITH REPLACEABLE SPINUON CANISTER ELEMENTS AND DIPSTICK OIL LEVEL INDICATOR. C. ENGINE DRIVEN, MECHANICAL, POSITIVE DISPLACEMENT FUEL PUMP AND FUEL FILTER WITH REPLACEABLE SPINnON CANISTER ELEMENT, AND MANUAL PRIMING PUMP. D. HEAVY DUTY DRY ELEMENT AIR CLEANER WITH RESTRICTION INDICATOR, E. ENGINE DRIVEN BATTERY CHARGING ALTERNATOR, 35 AMPERE WITH SOLID-STATE VOLTAGE REGULATOR. F. ENGINE JACKET WATER HEATERS RATED THERMOSTATICALLY CONTROLLED, 208 VAC. G. ENGINE MOUNTED LUBE OIL COOLER. H. FUEL/WATER SEPARATOR. 2.05 GOVERNOR A. PROVIDE AN ELECTRONIC GOVERNOR FOR ISOCHRONOUS OPERATION WITH STEADY STATE FREQUENCY OF +/0 0.25 PERCENT. 2.06 CONTROLS 2 5�� `i'�i 'te 'I 2 A. ENGINE GENERATOR SET SHALL BE PROVIDED WITH A UNIT MOUNTED PANEL i; is I R(frcd s on, T��xti, ; 5:08 i --97 �::�. WHICH COMPLIES WITH NFPA 110 LEVEL 1. THE CONTROLS SHALL BE MICROPROCESSOR BASED AND THE FOLLOWING INFORMATION SHALL BE-__-�__.__:...__:_��_�;�� DISPLAYED. DMJM AVIATION 2202 N. West Shore Blvd., Suite 455 1. ENGINE OIL PRESSURE. Tampa, FL 33607 2. ENGINE OIL TEMPERATURE. office: (813) 675-2121 For the Firm EB 7937 3. ENGINE COOLANT TEMPERATURE. LL�.. m� �- v T_. T_-__-.-_-_M__,....�w 4. ENGINE RUN HOURS. 5. BATTERY CHARGING METER FOR ENGINE DRIVEN ALTERNATOR. 6. FUEL PRESSURE GAUGE (ENGINE MOUNTED). SEB 7. ENGINE RPM. ORLANDO/S.ANEORD 8. ENGINE STARTS COUNTER. INTERNATIONAL ,AIRPORT 9. AC AMPERES (EACH PHASE). SANFORD, FLORIDA 10- AC VOLTS (EACH PHASE). 11. FREQUENCY. AIRPORT CONTACT: 12. KILOWATTS. 13. POWER FACTOR. Contact: Victor White 14. SAFETY INDICATIONS AND SHUT DOWNS Tele: 407-585-4004 15. OTHER INSTRUMENTS RECOMMENDED BY THE MANUFACTURER FOR Fax: 407-322-5834 MAINTENANCE. B. THE CONTROL PANEL SHALL BE PROVIDED WITH RUN -OFF -AUTO AND EMERGENCY STOP SWITCHES. C. ENGINE GENERATOR SET CONTROL PANEL SHALL BE FURNISHED WITH THE FOI_I_OWING,�'`N SAFETY INDICATIONS AND/OR SHUT DOWN. A COMMON ALARM OUTPUT RELAY SHALL BE ' PROVIDED. 1. LOW WATER JACKET TEMPERATURE, ALARM. 2. HIGH ENGINE TEMPERATURE PREALARM. 3. HIGH ENGINE TEMPERATURE SHUTDOWN AND ALARM. 4. LOW LUBE OIL PRESSURE PREALARM. 5. LOW LUBE OIL PRESSURE SHUTDOWN AND ALARM, 6. OVER SPEED, SHUT DOWN. RI VI ""{ [-`i 7. LOW ENGINE COOLANT LEVEL ALARM. __DIVC 8. OVERCRANK, ALARM. ......_... eNr,._....r. ... �.... ..o,�, .m..,r N..z.. 9. CONTROL SWITCH NOT IN AUTO POSITION, ALARM. 10. BATTERY CHARGER AC FAILURE, ALARM. - - ---- 11. GENERATOR CIRCUIT BREAKER OPENED, ALARM. 12. LOW FUEL LEVEL, ALARM. --- - ------ - ---- 13. HIGH BATTERY VOLTAGE, ALARM. 14. LOW BATTERY VOLTAGE, ALARM.�-.- 15. FUEL TANK LEAK, ALARM. FiI..1; L G D. GENERATOR STARTING SIGNAL SHALL BE DERIVED FROM THE AUTOMATIC TRANSFER rx :,;auF SWITCHES._,_ �JS'Li.+n E. THE CONTROL PANEL SHALL HAVE ENGINE COOL DOWNTIME DELAY CONTROL WITH A MINIMUM OF FIVE MINUTES OF UNLOADED ENGINE/GENERATOR RUNNING TIME UPON RESTORATION OF NORMAL POWER. 1,h}_;4m ,N... Io- oz 2.07 ENGINE COOLING I A. ENGINE GENERATOR SET SHALL BE FURNISHED WITH A UNIT MOUNTED RADIATOR, BLOWER FAN AND SHROUD. THE COOLING SYSTEM SHALL BE THERMOSTATICALLY CONTROLLED TO MAINTAIN PROPER ENGINE TEMPERATURE. 2.08 EXHAUST SYSTEM A. I THE ENGINE EXHAUST MANIFOLDS SHALL BE DRY TYPE.. B. ENGINE MANUFACTURERS SHALL PROVIDE CRITICAL GRADE EXHAUST SILENCER, STAINLESS STEEL BELLOWS TYPE EXHAUST FLEX, AND EXHAUST FLANGE KITS WITH GASKETS. MAXIMUM GAS PRESSURE DROP SHALL NOT EXCEED 9" W.C. 2.09 BASETm _.._.......... ...r....._,............_.._......_.._.._........_..._.......... ..,.m ___..�.___ ._...... i, A. THE ENGINFHGENERATOR SET SHALL BE FACTORY MOUNTED ON A HEAVY DUTY STEEL BASE TO MAINTAIN PROPER ALIGNMENT BETWEEN COMPONENTS. THE SPECIFICATIONS ENGINEUGENERATOR SET SHALL INCORPORATE A BATTERY TRAY WITH BATTERY HOLDDOWN CLAMPS WITHIN THE BASE RAILS. B. SPRING TYPE VIBRATION ISOLATORS SHALL BE PROVIDED. ISOLATORS SHALL BE SEISMIC TYPE pro -p-1 '�ssi9,11o.tb � 9 � k-i e e t N. n) k� ed,..�..._.�_._.__..�..__.�._�.�.. �. 2.10 SYSTEM AUXILIARIES SFB-01-G023 Lc) %E+Qoirg Cor.nponld '200? A. STARTING AND CONTROL BATTERIES: STARTING AND CONTROL BATTERIES, 24 VDC, SIZED AS RECOMMENDED BY THE GENERATOR SET MANUFACTURER SHALL BE SUPPLIED FOR THE ENGINE GENERATOR SET WITH BATTERY CABLES, RACKS AND CONNECTORS. BATTERIES SHALL BE LEADIACID TYPE. B. BATTERY CHARGER_ A 10 AMP VOLTAGE REGULATED STATIC BATTERY CHARGER SHALL BE PROVIDED FOR EACH ENGINE -GENERATOR SET. THE CHARGER SHALL COMPLY WITH NFPA 110 PARAGRAPH 3-5.4.6. THE CHARGE SHALL BE EQUIPPED WITH FLOAT AND EQUALIZE CHARGE SETTINGS. A MONITOR SHALL PROVIDE VISUAL OUTPUT ALONG WITH INDIVIDUAL FORM C CONTACTS RATED AT 10 AMPS AT 115 VAC FOR REMOTE INDICATION OF THE FOLLOWING: 1. A.G. POWER FAILURE. 2. LOW BATTERY VOLTAGE. 3. LOSS OF CHARGE CURRENT. 4. LACK OF HIGH RATE CHARGE AFTER A HEAVY BATTERY DISCHARGE. AC INPUT VOLTAGE SHALL BE 110V, 60 HZ. THE CHARGER SHALL BE CURRENT LIMITING SO THAT IT NEED NOT BE DISCONNECTED DURING ENGINE CRANKING. THE BATTERY CHARGER SHALL BE LOCATED IN THE GENERATOR ENCLOSURE. 2.11 GENERATOR MAIN CIRCUIT BREAKERS A. THE GENERATOR SHALL BE FURNISHED WITH TWO FIXED MOUNT MOLDED CASE CIRCUIT BREAKERS AS SHOWN ON THE DRAWINGS. EACH CIRCUIT BREAKER SHALL BE FURNISHED WITH AN AUXILIARY CONTACT TO INDICATE THE BREAKER POSITION. 2.12 FUEL TANK A. THE GENERATOR SHALL BE PROVIDED WITH A DUAL WALL SUB -BASE FUEL TANK WITH THE FOLLOWING FEATURES AND ACCESSORIES: LOCKABLE FILL CAP. FUEL LEVEL GAUGE SECONDARY CONTAINMENT BAKED ENAMEL FINISH LOW FUEL LEVEL ALARM LEAK DETECTION ALARM 1. THE TANK SHALL BE UL142 LISTED. 2. THE FUEL TANK SHALL BE SIZED TO ALLOW 24 HOURS OF OPERATION AT 75% LOAD WITHOUT REFUELING. 2.13 AUTOMATIC TRANSFER SWITCHES A. PROVIDE 3 POLE, AUTOMATIC TRANSFER SWITCHES IN A NEMA 1 ENCLOSURES, SIZED AS SHOWN ON THE DRAWINGS. B. THE SWITCHES SHALL BE LISTED UNDER UL STANDARD 1008. D. THE SWITCHES SHALL BE ELECTRICALLY OPERATED, MECHANICALLY HELD AND MICROPROCESSOR CONTROLLED. E. THE VOLTAGE OF EACH PHASE SHALL BE MONITORED WITH PICKUP ADJUSTABLE FROM 85 TO 98% AND DROP OUT ADJUSTABLE FROM 75 TO 98% OF THE PICKUP SETTING. F. ADJUSTABLE TIME DELAYS SHALL BE PROVIDED FOR: 1. ENGINE START. 2. TRANSFER FROM NORMAL TO EMERGENCY, 3. TRANSFER FROM EMERGENCY TO NORMAL. 4. STOP (COOL DOWN). G. AN OVERRIDE SWITCH TO RETRANSFER LOAD TO NORMAL PRIOR TO TIME SHALL BE PROVIDED, H. PROVIDE THE FOLLOWING FEATURES: 1. EXERCISE CLOCK SELECTABLE FOR LOAD OR NO-LOAD OPERATION. (ATS-2 ONLY) 2. AUXILIARY CONTACTS FOR SWITCH IN NORMAL AND EMERGENCY POSITIONS. (2 SETS OF CONTACTS IN EACH POSITION), 3. AUXILIARY CONTACTS FOR NORMAL SOURCE AVAILABLE. 4. MANUAL TRANSFER OPERATING HANDLE. 5. DOOR MOUNTED INDICATING LIGHTS SHOWING SWITCH POSITION, SOURCE(S) AVAILABLE AND LAMP TEST SWITCH. 6. MOMENTARY TEST SWITCH TO SIMULATE NORMAL FAILURE. 7. IN PHASE TRANSFER OR DELAYED TRANSITION (1-60 SEC OPEN PERIOD DURING TRANSFER) FOR ATS-4 ONLY. 2.14 ENCLOSURE A. THE ENGINE -GENERATOR SHALL BE PROVIDED WITH A NON -WALK-IN, SOUND ATTENUATED, WEATHERPROOF ENCLOSURE. B. SOUND ATTENUATION SHALL BE MINIMUM 85 DBAAT 3 FEET WITH THE FOLLOWING OCTAVE BAND SOUND LEVELS AT THE PROPERTY LINE. 31.5 HZ. 73 DB 63 HZ. 67 DB 125 HZ 60 DB 250 HZ 54 DB 500 HZ 50 DB 1000 HZ 47 DB 2000 HZ 45 DB 4000 HZ 43 DB 8000 HZ 42 DB A. THE ENCLOSURE SHALL CONSIST OF PREPRINTED STEEL OR ALUMINUM PANELS. B. COLOR SAMPLES SHALL BE SUBMITTED TO THE ARCHITECT FOR SELECTION OF FINISH COLOR. PART 3 - EXECUTION 3.01 INSTALLATION OF DIESEL ENGINE -DRIVEN GENERATOR SETS A. INSTALL DIESEL ENGINEDDRIVEN GENERATOR UNITS AS INDICATED, IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS, AND WITH RECOGNIZED INDUSTRY PRACTICES, TO ENSURE THAT ENGINEUGENERATOR UNITS FULFILL REQUIREMENTS. COMPLY WITH NFPA STANDARDS PERTAINING TO INSTALLATION OF ENGINEQGENERATOR SETS AND ACCESSORIES. B. COORDINATE WITH OTHER WORK, INCLUDING RACEWAYS,' ELECTRICAL BOXES AND FITTINGS, FUEL TANKS, PIPING AND ACCESSORIES, AS NECESSARY TO INTERFACE INSTALLATION OF ENGINEHGENERATOR EQUIPMENT WORK WITH OTHER WORK. C. TIGHTEN CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR EQUIPMENT CONNECTORS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTORS AND TERMINALS TO COMPLY WITH TIGHTENING TORQUES SPECIFIED IN UL STDS 486A, B AND THE NATIONAL ELECTRICAL CODE. D. PROVIDE ALL INTERCONNECTING WIRING AND BRANCH CIRCUITS FOR FIELD MOUNTED ACCESSORIES. E. PROVIDE ENGINE COOLANT WITH CONDITIONER AS RECOMMEND BY THE MANUFACTURER. 3.02 FIELD QUALITY CONTROL A. CONTRACTOR SHALL ENGAGE LOCAL EQUIPMENT MANUFACTURER'S REPRESENTATIVE TO PERFORM STARRUP AND LOAD TESTS UPON COMPLETION OF INSTALLATION, WITH THE ENGINEER IN ATTENDANCE. PROVIDE CERTIFIED TEST RECORD. TEST SHALL BE IN ACCORDANCE WITH PARAGRAPH 1.04 OF THIS SPECIFICATION. 3.05 BUILDING OPERATING PERSONNEL TRAINING A. PROVIDE ON -SITE TRAINING FOR OWNER'S BUILDING PERSONNEL IN PROCEDURES FOR STARTING UP TESTING, AND OPERATING, AND MAINTAINING THE EMERGENCY POWER SYSTEM. END OF SECTION DMJM AVIATION 2202 N. West Share Blvd., Suite 455 Tampa, FL 33607 Office: (813) 675-2121 For the Firm EB 7937 SFB ORLANDO/SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA AIRPORT CONTACT: Contact: Victor White Tele: 407-585-4004 Fax: 407-322-5834 t"r`t;ti°ara REA"DI+�if�d`Y I"'11L L(DC, {jjn ii�n f f. oi' d;wa s tx 3kt 10-23-02 p SPECIFICATIONS DA F PERMIT ADDRESS I CONTRACTOR �j'If E ADDRESS 1 I`� PHONE NUMBER `'y[) ( za-_G/ t7 sa -3 PROPERTY OWNER ADDRESS r . PHONE NUMBER �"� ®�9000 i ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT It DATE Zw 42 PERMIT DESCRIPTION Upie PERMIT VALUATION SQUARE FOOTAGE r c i CITY OF SANFORD, FLORIDA' APPLICATION FOR TtAE DEMOLITION AND REMOVAL OF BUILDINGS AND'STRUCTURES One Red Cd Blvd PERMIT NUMBER 0:3. 820 PERMIT ADDRESS Sanford, Florida TOTAL CONTRACT PRICE OF DEMOLITION $8,500 TOTAL SQUARE FT. + /- 5300 a a g 0 z >Q i H V) H >• G o N O N ul N 0 O >1 Z a4 E4 TAX PARCEL NUMBER OWNER Orlando Sanford international PHONE NUMBER (407) 585-4500 ADDRESS Three- Red Cluveland Blvd. Suite 3200 CITY Sanford STATE FL ZIP 32773 CONTRACTOR mark Co tructiq Co PHONE NUMBER (407) 831- 6275 ADDRESS 1 9 fj9 Corporate Square Drive ST. LICENSE NUMBER CG-CO25899 CITY Longwood STATE FL ZIP 32750 TYPE OF STRUCTURE TO BE DEMOLISHED: FRAME X CONCRETE BLOCK STEEL OTHER Not Structural PREVIOUS USE OF BUILDING OR STRUCTURE Restaurant - in existing space PROPOSED USE OF THE SITE Restaurant (Renovation) GAS COMPANY DISCONNECT NUMBER (IF APPLICABLE) GAS COMPANY PERSONNEL ISSUING NUMBER NOTE: GAS COMPANY SECTION MUST BE COMPLETED BEFORE DEMOLITION PERMIT WILL BE ISSUED. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER THE WORK IS COMMENCED. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF, THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. THE'NAMED CONTRACTOR/OWNER BUILDER TO WHOM THE PERMIT IS ISSUED SHALL HAVE THE RESPONSIBILITY FOR SUPERVISION, DIRECTION, MANAGEMENT, AND CONTROL OF THE CONSTRUCTION ACTIVITIES ON THE PROJECT FOR WHICH THE BUILDING PERMIT WAS ISSUED: OWNER'S AFFIDAVIT: I CERTIFY THAT ALL THE FOREGOING INFORMATION IS ACCURATE AND THAT ALL WORK WILL BE DONE IN COMPLIANCE WITH ALL APPLICABLE LAWS REGULATING CONSTRUCTION AND ZONING. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT. WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ASBESTOS NOTIFICATION STATEMENT (SEC. 553.79(11), FL STATUTES) FOR FACILITIES OTHER THAN SINGLE FAMILY OR DUPLEX HOUSING. I HEREBY AFFIRM THAT I HAVE COMPLIED WITH THE PROVfSION�OF SECS ON 455-302, FL STATUTES, AND HAVE NOTIFIEDiFHE DEPARTMENT OF ENVIRON�,YEN'I'A�GULATION �/OF MY INTENTION T�.EEMQVE AS �OS, IF APPLICABLE /,,� SIGNrURE OF 0 ER/AGENT & DATE / TYPE OR PRINT OWNER/AGENT NAME GNATURE OF NOTARY & DATE (OFFICIAL SEAL) ECASIE NOELL Notary Public - State of F)odda My Comrr kow Expim MleyZ7,20W Commission # 00120298 Banded By National Notary Assn.' 3-12-03 GNATURE OF CONTRACTOR & DATE a' P. Todd Jorgensen, President TY E OR PRINT C�NRACT�R'S NAME -12-03 SIGNATURE OF NOTARY & DATE (OFFICIAL SEAL) MARY K. `FARMS Notary Public1.; St8te of HorlO My ca'�tm. r3xPAf�r� Aq' ZOR6 . (�ornrn, P si= DO 107099 APPLICATION APPROVED BY FEES: BUILDING APPLICAT ON PERMIT VALIDATION: CHECK CASH DATE — n OTHER "- DATE BY 0 ro n 0 a C n cu P. ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) N M (D- L 11 H G F 1 NOTE: EXISTING SEATING TO BE RECONFIGURED TO ACCOMMODATE TEMPORARY FOOD 5ERVIGE LAYOUT x , NEW W RK AREA LIMIT AND' EXTENT OF FLOOR FINISH' ; {` REMOVALS. COORDINATE' ` m WITH NEW WORK PROVIDE TEMPORARY VIJL GoMPO5ITION TILE FLOORING BELOW TEMPO RY FOOD 5ERVIGE EQUIPMENT AT AREAS OF EX STING FLOOR FIN15H REMOVALS. COORDINA WITH TEMPORARY ", f EQUIPMENT LAYOUT 8'-4 5/4" TEMPORARY CONSTRUCTION ENCLOSURE - I 15'-5I/2° m IA I II �I II I II 6 7 8 9 10 11 12 13 14 15 GENERAL REMOVAL NOTES I. PROTECT EXISTING SURFACES THAT ARE TO REMAIN DURING THE REMOVAL AND CONSTRUCTION PROCESS. 2, ERECT AND MAINTAIN TEMPORARY CONSTRUCTION ENCLOSURE TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. EQUIP PARTITIONS WITH 0U5TPROOF DOORS AND SECURITY LOGK5. C p E F 3. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL REMOVALS INFORMATION 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING STRUCTURAL INTREGRITY OF BUILDING DURING ALL PHASES OF WORK, INCLUDING PROTECTION FROM STRUCTURAL OVERLOAD CONDITIONS. 5. ROOM NAMES AND NUMBERS AS 5HOWN DO NOT NE(E55ARILY CORRESPOND TO EXISTING OE5IGNATION5'OR NEW ROOM LAYOUT AS INDICATED ON OTHER DRAWING5. ALIGN 6. THE DIMENSIONS SHOWN ON THE REMOVAL PRANINC75 WITH A PLU5/MINU5 (i) 510-N ARE APPROXIMATE AND ARE INTENDED FOR REFERENCE PURPOSES ONLY COORDINATE EXACT EXTENT OF REMOVALS WITH ALL NEW WORK. 7. PROVIDE TEMPORARY SUPPORT OF EXISTING WALL CONSTRUCTION TO REMAIN PRIOR TO THE 1 REMOVAL OF ADJACENT WALL CONSTRUCTION. REMOVE TEMPORARY SUPPORT ONLY AFTER EXISTING WALL CONSTRUCTION HAS BEEN PERMANENTLY BRACED TO 5TRUGTURE ABOVE. (MIN. PERMANENT BRACING SHALL BE 25 GA. 3 5/8" METAL STUDS STAGGERRED AT A MAXIMUM 4'--0" O.G. FROM TOP OF WALL TO STRUCTURE ABOVE) 8. REMOVE 5EGTION5 OF EXISTING CONSTRUCTION AS REQURIED WHETHER INDICATED OR OTHERWI5E TO ACCOMMODATE NEW CONSTRUCTION q. PROTECT EXISTING CONSTRUCTION DURING GUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE NOTE: STRUCTURETHAT MIGHT BOTECTION E AFFECTEDEBYREMOVAL OATHER DPEIONS FOR RATIONS. PORTIONS OF THE EXISTING EX15TING SEATING TO BE RECONFIGURED TO '' ACCOMMODATE TEMPORARY FOOD SERVICE 10. REMOVE FLOOR TILE IN MANNER TO ACHIEVE FLAT SUBSTRATE SURFACE. CONTRACTOR SHALL + LAYOUT BE RESPONSIBLE FOR PATGH/REPAIR OF IRREGULARITIES DUE TO FLOOR/WALL REMOVAL. `+ PATCH/REPAIR EXISTING FLOOR SURFACES IN AREAS WHERE WALL5 WERE REMOVED, OR p EXISTING FLOORING 15 DAMAGED TO PROVIDE A LEVEL 5URFAGE FOR NEW FLOORING. ' II. CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING IN THE EVENT UNANTICIPATED 1 SUBSURFACE CONDITIONS ARE ENCOUNTERED DURING DEMOLITION WHICH MAY CONFLICT WITH CCCCCd THE INTENDED FUNCTION OR DESIGN. DO NOT PROCEED WITH REMOVAL OF MATERIALS NOT INDICATED ON THE CONTRACT DOCUMENTS WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. 12. PROVIDE R051N PAPER SLIP SHEET UNDER BOTTOM TRACK OF TEMPORARY CONSTRUCTION - ENCLOSURE TO PROTECT EXISTING FLOOR FINISH. I3. DO NOT PENETRATE EXISTING FLOOR FINISHES AT AREAS OF TEMPORARY CONSTRUCTION t- ENCLOSURE. REMOVE FLOOR FINISH PRIOR TO ANCHORING BOTTOM TRACK. REPAIR AREA TO PRIOR CONDITION AFTER TEMPORARY CONSTRUCTION REMOVAL. u 14, REMOVE TEMPORARY CONSTRUCTION ENCLOSURE UPON COMPLETION OF NEW WORK. RESTORE FINISHES IMPACTED BY TEMPORARY CONSTRUCTION TO PRIOR CONDITION. 15. SOME ITEMS WITHIN WORK AREA OMITTED FOR DRAWING CLARITY. REMOVE ITEMS INGIDENTAL ` TO WALL CONSTRUCTION REMOVALS. ITEMS INCLUDE, BUT NOT LIMITED TD, GA5EWORK, KITCHEN 13'-4" I 23'-1 I/8" I 13'-4 I/2" 31'-6" �'-q 5/8 I- EQUIPMENT, TABLE5, GHAIR5, 5HELVING, 51GNAGE, METAL QUEUE RAILS, AND METAL ROLLING ALIGN GRILLES. ALL REMOVALS SHALL BE SALVAGED PER THE DIRECTION OF GLADGO ENTERPRISES, INC. AND THE SANFORD AIRPORT AUTHORITY, DISPOSE OF ALL ITEMS NOT SELECTED FOR SALVAGE. o TEMPORARY CONSTRUCTION JNGL05URE m _ lb, ' EXISTING FLOOR FINISHES TO BE REMOVED WITHIN THE WORK AREA LIMITS INCLUDE VINYL u� �p GOMP051TION TILE (VGT), CARPET, AND PORCELAIN TILE 15'-6 1/2" 01 17. CONSTRUCTION STAGING AREA SHALL BE AS DIRECTED BY THE SANFORD AIRPORT AUTHORITY. 0-1 ALIGN INSIDE FACE OF TEMPORARY p STAGING AREA SHALL BE PROTECTED FROM PUBLIC AGGE55. EXISTING FINISHES IN STAGING ® , ~ WALL CONSTRUCTION WITH EDGE OF �� r� AREA SHALL BE PROTECTED FROM DAMAGE AND SHALL BE RETURNED TO ORIGINAL q ® EXISTING CARPET 450 ' CONDITION UPON COMPLETION OF NEW WORK. NEWEX�ENT OFF FLOOR FINISRK AREA LIMITS HH I ����C o REMOVALS. COORDINATE o WITH NEW WORK L o SEATING I I PROVIDE FLOOR II L G E N D FIN15H TO ATGH I E15TING II ' X107 z �I KITCHEN II , 1 I X10s = II I I QUEUING xll0 I II CORRIDOR #I II Xlo6 i i x1R8 EXISTING WALL/PARTITION TO REMAIN. QUEUING I KITCHEN > � _ _ = REMOVE EXISTING WALL CONSTRUCTION I � 11 ' &'-0 3/4"- + � EXISTING DOOR TO REMAIN. FFN 11 I I I �oo/ o tr J LI— L� �� _ _ ^JJ II REMOVE EXISTING DOOR AND FRAME A- — _ IL — — — 11 _ — _u- _ _ — A NEW WORK LIMITS. REMOVE FLOOR FINISHES COMPLETE WITHIN NEW WORK LIMIT. PREP FLOOR W65TRATE PATCH AND REPAIR SUBSTRATE AS x10x ) CO O REQUIRED TO ACCEPT NEW VINYL COMPOSITION TILE (VGT) OR TILE AS KITCHEN �� � � SCHEDULED. ___ -------------- FF- — PROVIDE YP5UMWALLBOARD J I i I BOTH S DES OF TEMPORARY REMOVE EXISTING CARPET, VINYL GOMOP5ITION TILE, AND CARPET I- \ - — _ _ _ _ _ _ _ — _ — - / I J I CONSTRUCTIONENGL05URE AT THIS _ NEW VIACCESNYLRGOMPO ITION TIIES. PATCH AND E (PAS SUBSTRATE AS REQUIRED TO ACCEPT LOCATIONNEN I l 0 0 L,, J I I U _ �� DOOR LEAF�51R� CONSTRUCTION ENCLOSURE AGGE55 DOOR II X104 I �� SEATING- x,D9 II PARTITION TYPES F�pKITCHEN 11 I [ [ CONSTRUCTION 51DE L_ _ —� _—=== — I 2 I 1. GALVANIZED METAL WALL 5TUD Fr v 2. 5/8" GYPSUM WALLBOARD ( PUBLIC `SIDE g WALL METAL STUD TYPE 51ZE GAUGE SPACING REMARKS IA 3 5/8" 25 lb" o.c. TEMPORARY CONSTRUCTION ENCLOSURE: APPLY ONE COAT OF WALL PRIMER AND ONE GOAT OF WHITE LATEX WALL PAINT. DO NOT TAPE JOINTS. PROVIDE ACCESS DOORS WHERE INDICATED AND AS REQUIRED. MAKE DU5T-PROOF SEAL TO ADJACENT CONSTRUCTION. 'r. _ I j F � 4 PLAN NORTH AV�3 HI]TECTU G C 0 IN T ER —DU 0 FRI 8::�` go P L A N N I] N " G`3) 7 0�7 Wai-shing-ban Avenue tD,Lip."9/�Arvvr. DDArc,,hac �> m/ T:51846338OC6 Fo5164638610 PROJECT TITLE FOOD COURT AT SANFORD INTERNATIONAL AIRPORT 1� N I IL I Consultant DDA PROJECT # 03-003 Stamp SYMB ISSUED FOR IQY DATE DEMOLITION PERMITET, f fll( oNsTnu(, (ION a Drawn RMR Project Manager PFS P.I.0 DMD SHEET TITLE REMOVALS PLAN SHEET NUMBER R101 1 1 12 13 14 ,� 5 @2003 DEMBLING + DEMBLING ARCHITECTS, P.C. I E r 0 C A f' N M L K J I G E D C 1 U 1 I 2 I 3 I 4 ( 5 I 6 I I 8 I 9 B TA T TE C T 12 o 4 PLAN NORTH 13 114 115 ELECTRICAL REMOVAL NOTES A. ELECTRICAL EQUIPMENT IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND/OR RELOCATED AS INDICATED ON THE ARCHITECTURAL N DRAWINGS, AS DIRECTED OR REQUIRED. THIS CONTRACTOR SHALL REMOVE ALL ELECTRICAL EQUIPMENT RELEASED FROM SERVICE AS A RESULT OF CONSTRUCTION, AND NO EQUIPMENT REMOVED SHALL BE REUSED, EXCEPT AS SPECIFICALLY DIRECTED ON THE DRAWINGS A R C H I T E C T S P. C. OR ELSEWHERE HEREIN. EXCEPT FOR CONDUIT, CONDUCTORS AND t MISCELLANEOUS HARDWARE, ALL ELECTRICAL EQUIPMENT SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STORED ON THE SITE, AS PER DIRECTION FROM THE OWNER, FOR REMOVAL BY THE OWNER. A �H T E TU rl� E u B. ANY EXISTING CIRCUITS OR EQUIPMENT NOT SHOWN ON THE DRAWINGS ■ AND WHICH ARE LOGICALLY EXPECTED TO BE CONTINUED IN SERVICE AND WHICH MAY BE INTERRUPTED OR DISTURBED DURING CONSTRUCTION, NTE Ro' KOH� �V SHALL BE RECONNECTED IN AN APPROVED MANNER. IN ADDITION, ANY EXISTING CIRCUIT OR EQUIPMENT WHICH MAY REQUIRE RELOCATION OR REROUTING AS A RESULT OF CONSTRUCTION, SHALL BE CONSIDERED IN THE CONTRACT WITH NO ADDITIONAL COMPENSATION. PLANNNG C. REMOVE ALL WIRING TO EXISTING EQUIPMENT, LIGHTING AND RECEPTACLES BEING DISCONTINUED OR REMOVED DUE TO CONSTRUCTION. ABANDONED OR REMOVED CIRCUITS SHALL BE 307 wash- in Eton AW(onl4 aj DISCONNECTED AT THEIR OVER CURRENT DEVICE, THE CONDUCTORS REMOVED AND THE CIRCUIT SPACE MARKED "SPARE" ON THE Abany, New York 122006 USA L APPLICABLE DIRECTORY USING ADHESIVE BACKED CORRECTION htt uuWUvvvwv C) � AAir(- Ih.conrd �"// TAPE. T° 518 463 8066 F.5184636610 D. THE EXISTING BUILDING IS TO REMAIN IN OPERATION DURING CONSTRUCTION. THIS CONTRACTOR SHALL COORDINATE ALL WORK THAT WILL INTERFERE WITH THE PRESENT OPERATION OF THE FACILITY WITH THE OWNER. E. DURING THE DEMOLITION AND ALTERATIONS, EXISTING LIGHTING SHALL REMAIN ACTIVE. F. PROVIDE ALL CORING AND SAWCUTTING OF SLAB THAT IS REQUIRED FOR ELECTRICAL WORK. OBTAIN PRIOR APPROVAL FROM THE OWNER IF ANY CORING IS REQUIRED THROUGH STRUCTURAL MEMBERS. G. PROVIDE REQUIRED ADUIIIONAL SUPPOR I FOR EXIS I ING CONDUIT IN REMODELED AREA THAT IS NOT BEING REMOVED AND IS NOT PROPERLY SUPPORTED IN ACCORDANCE WITH N.E.C. REQUIREMENTS. REFERENCE NOTES 0 EXISTING MAIN DISTRIBUTION PANEL (MDP) TO REMAIN W/ ALL ASSOCIATED BRANCH CIRCUIT BREAKERS. RE -LABEL CIRCUIT BREAKERS AS "SPARE" FOR REMOVED FEEDS OO EXISTING BRANCH PANEL TO BE REMOVED WITH ASSOCIATED CONDUIT AND CIRCUITRY. STORE FOR POSSIBLE REUSE AT TEMPORARY FOOD SERVICE AREA. Consultant DDA PROJECT # 03-003 Stamp SYMB ISSUED FOR BY DATE DEMOLI [ION PERMIT 03/07/03 Drawn Project Manager P.I.0 RMR PFS DMD SHEET TITLE REMOVALS PLAN - ELECTRICAL. K I I I F I ID IC I I k Al REMOVALS PLAN —ELECTRICAL v8• a,,_o• 1 2 3 4 1 5 6 7 8 1 9 10 11 12 13 14 15 SHEET NUMBER E101 .)2003 DEMBLING + DEMBLING ARCHITECTS, P.C. IA m rn f ,ITY OF SANFORD PERMIT APPLICATION _`6 ` Permit No.: � Y„ Dale: Job Address: Parcel No.:Pro�of�ofpO�wnership cC Le;al Description) Description of NVork: bin I F✓ r� 7�� �I L Type of Construction: N�0/ //Z/ r,5L-- � _ Flood Zone: J Valuation of Work: S, / pcupancy Type: ResidentialCommercial _Industrial Number of Stto/riiQs: ""Number of Dwelling Units: =_ Zoning: -- Total Square Footage: Address: f>M5 City: State: G. Zip: 171 Phone No.: Fax No.: Contractor: _ _Ma f C t� Li �_ e-- �//� �. c.� F , 1 rti v i r r /y �— Address: City: 0)�_ &//J0 State:/Cl __ Zip: _ rt State License Na: 7 , Phone No.: �I�7- Ec i ,C —3 _ Fax No.: ' 6 —41 115 Contact Person: Rog r AccoR>Z!/ o _ Phone No.: _�/Gy% '" 6 —0 Title Holder (If other than Owner): _ _ L/ r/ �+ t J 5 ` 3 Address: " Bonding Company: Address: Mortgage Lender: Address: Architect:Yth%a Address:- r]3, A6n!(i�, l9RL ; �iDn . L Fat No.: �0 ._ clq. 5115 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction irr this jurisdiction. I understand that a separate permit trust be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR liVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAINT FINANCING, CONSULT SVITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmontal entities such as water management districts, state agencies, or federal agencies. `\\���01�g�119BI�I�9Jj//�� Ac tance of rmit is veriflcu6uu that I will notify the owner of the property of the requirements of Floridyk� Signature of Owncr/Agent ate Signa ure of ontractor/Agent x ; Date o a NCG w8280 ° o Print Owner/Agent's Name Print Contractor/Agent's Name pU�.`p�tAtiS+ Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/A­ent is _ Personally Kromer to Me or Contractor/Agent is _zPrsonally Known to Me or Produced ID Produced ID / ^� APPLICATION APPROVED BY:e�� Date: Special Conditions: I August 19, 200A 'AIP No. 11. 1 11 O"ER MECHANICAL & ELECTRICAL ENGINEER Sanford Airport Authority One Red Clevland Boulevard Saulbrd, Florida, 32773 407.585.4007 Fax 407.322.0186 Contact: Bryant Garrett K L G ORLANDO 950 South Winter Park Drive - Suite 120 Casselberiy, .Florida 32707 407.830.6622 Fax 407.830.6836 Contact: John Bonotto SKEET INDEX NUMBER TITLE ISSUED REVISED 000 COVER SHEET 08.19.02 MECHANICAL Zvi-001 LEGEND, SCHEDULES AND DETAILS 08.19,02 M-101 OVERALL HVAC PLAN 08,19.02 ELECTRICAL E-001 SYMBOL LEGEND AND FIXTURE SCHEDULE 08.19.02 E--101 OVERALL -ELECTRICAL PLAN 08,19.02 E-102 SECOND FLOOR. PLAN - ELECTRICAL RENOVATION 08,19.02 E-103 POWER RISER DIAGRAM AND SCHEDULES 08.19.02 N NORTH N.T.S. Aii� 717 N NORTH N.T.S. KE'"IE BY: -r - Sanford ire Pre Date: TiECEII V 2 002 1 OVERALL SITE PLAN V�J ■ �ji I w-1------ 4, PROJECT LOCATION EXISTING COMMUN.ICAI'IONS ROOM LOCATION MAP 4 on Div. OFFICE UA"hop","Yfl PROJECT gm 7- SITE FkRM T 0 AIRPORT BOULEVARD P/M LAKE 1 MARY BOULEVARD ORLANDO SANFORD AIRPORT f=�-Anf� �N:•°Rp �Url_glNr_, r. ACCEp-f-EC) F A rE F2! �;ELYC CONST G rEr��IT. A f� _U°hprriONALL'( oF� p rHF WOF?}O NU A r_rGt �rTNEpfALI t^,, be OANCAL v 7 a:, AIJTFiOf2frY r0 F'F�OVISIOFfS tEFi' C?p SET Vlo r NI UEF'7 F ROh9ol•r _.'EriMITipF �✓�N,JE S rVOr{ SHALE. 10 N 0> Ff2rZCn13 �Jv�7'tIr r��f'OUIRIrl r�F�uIL-DINC OF' 'rl 1 C�u r`21�c Tk) 0 l0 A 'ZIA fAl 1 •) ALL DUCTWORK SHALL BE LOW VELOCITY INTERNALLY LINED GALVANIZED METAL RATED FOR 2" STATIC PRESSURE AND INSTALLED PER SMACNA. SEAL ALL JOINTS AND SEAMS WITH HIGH PRESSURE DUCT SEALANT. 2.) THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 3.) ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES, PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND REQUIRED SERVICE TO ALL MECHANICAL EQUIPMENT. 4.) DRAWINGS ARE GENERALLY DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY FITTING AND DETAIL. INSTALL DUCTS EQUIPMENT AND CONTROLS IN A NEAT WORKMANLIKE MANNER AND IN ACCORDANCE WITH GOOD PRACTICE FOR A COMPLETE, WORKABLE INSTALLATION, AVOID CONFLICT WITH OTHER WORK; MAKE ADEQUATE PROVISIONS FOR PREVENTING NOISE AND VIBRATION. ARRANGE EQUIPMENT INTO THE AVAILABLE SPACE IN A MANNER TO MAKE ALL WORKING PARTS ACCESSIBLE FOR MAINTENANCE AND SERVICE. 5.) MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED AGAINST DEFECTS FOR ONE YEAR, 6.) COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. 7.) CONTRACTOR WILL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS CLEARLY INDICATING LOCATION OF DUCTWORK AND EQUIPMENT, INCLUDING DIMENSIONS, ARRANGEMENT, RATING AND CAPACITIES OF ALL SYSTEMS. 8.) STARTERS REQUIRED FOR THE MECHANICAL EQUIPMENT SHALL BE FURNISHED BY DIVISION 15 - MECHANICAL AND INSTALLED BY DIVISION 16 - ELECTRICAL UNLESS NOTED OTHERWISE. 9.) DISCONNECT SWITCHES REQUIRED FOR THE MECHANICAL EQUIPMENT SHALL BE PROVIDED BY DIVISION 16 - ELECTRICAL UNLESS NOTED OTHERWISE. 3/4" CONDENSATE PIPING TO DRYWELL n11 1. - fL ♦LI • • - D 11 1 A E SCALE: 1/4"=1'-0" 10.) DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. 11.) ALL LOW VOLTAGE CONTROL WIRING AND HARDWARE FOR COMPUTER ROOM A/C ROOM A/C EQUIPMENT TEMPERATURE CONTROL SYSTEM SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 15 - MECHANICAL OF THESE CONTRACT DOCUMENTS. 12.) REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING ALL INCIDENTALS REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES. ANY DISCREPANCY NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO BIDS WILL BE CONSIDERED CORRECTED BY THE CONTRACTOR IN HIS BID TO THE SATISFACTION OF THE ARCHITECT AND AS THE ARCHITECT DIRECTS. 13.) ALL WORK SHALL COMPLY WITH THE LOCAL PLUMBING AND MECHANICAL CODES ASHRAE STANDARDS, NFPA, SANFORD AIRPORT AUTHORITY, AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 14) PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 15.) ALL DUCTWORK AND MECHANICAL EQUIPMENT ABOVE CEILING SHALL BE INSTALLED AS LOW AS POSSIBLE. 16.) ALL DUCT AND PIPING PENETRATIONS THROUGH FIRE RATED PARTITIONS AND MEMBRANES SHALL BE PROPERLY PROTECTED WITH FIRE RATED SEALANT AS REQUIRED PER LOCAL CODE AUTHORITY. 17.) PROVIDE FIRE DAMPERS IN ALL EXISTING DUCTS PENETRATING FIRE RATED PARTITIONS. SEE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED PARTITIONS. 18.) ALL COLD WATER PIPING SHALL BE INSULATED WITH 3/4" THICK FIBERGLASS INSULATION WITH FOIL JACKET. 19.) ALL HOT WATER PIPING SHALL BE INSULATED WITH 1" THICK FIBERGLASS INSULATION WITH FOIL JACKET. 20.) ALL REFRIGERANT SUCTION LINE PIPING SHALL BE INSULATED WITH 3/4" THINK ARMAFLEX INSULATION. 21.) ALL CONDENSATE PIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX. :CT J OF HVAC LEGEND DOUBLE LINE SINGLE LINE 0 SUPPLY AIR CEILING DIFFUSER ® MANUAL VOLUME DAMPER GATE VALVE 11 11 RETURN OR TRANSFER AIR REGISTER EXHAUST GRILLE ® ® FIRE DAMPER----------- GLOBE VALVE ORIFICE FLOW METER LINEAR SLOT DIFFUSER F �_v FIRE/SMOKE DAMPER F PIPE EXPANSION JOINT A -f'�— SUPPLY, EXHAUST, TRANSFER OR RETURN AIR DEVICE (REFER TO SCHEDULE FOR LETTER DESIGNATION) FS FS c'----}---2 PIPE FLEXIBLE CONNECTION 100 -• AIR QUANTITY (CUBIC FT. PER. MIN.) q4 SMOKE DAMPER PIPE ANCHOR DUCT DIMENSION (A = HORIZONTAL, B = VERTICAL) A x B S SMOKE DETECTOR S c' PIPE CAP R DUCT RISES z z PIPE EXPANSION 100P pD _ DUCT DROP FIRESTAT / HEAT DETECTOR PIPE REDUCER F F PIPE STRAINER -T-�� DUCT W/ACOUSTICAL LINER ---- MOTORIZED DAMPER r" PIPING TURNED DOWN (PLAN VIEW) CONCENTRIC DUCT REDUCER M PIPING TURNED UP (PLAN VIEW) ECCENTRIC DUCT REDUCER P STATIC PRESSURE SENSOR P PIPING TEE (TAP OFF OF TOP) - SPIN -IN FITTING W/DAMPER � THERMOSTAT TEMP. SENSOR W/CONTROL WIRING c'---W-—�•-�' PIPING TEE (TAP OFF OF BOTTOM) (SIDE TAPPING) or -c SPIN -IN FITTING W/DAMPER cam--, / ® OVERRIDE SWITCH Q, PLUG VALVE (TOP TAPPING) PRESSURE GAGE W/COCK IN PIPE 90' ELBOW WITH TURNING VANES � HUMIDISTAT PRESSURE REDUCING VALVE MECHANICAL SWITCH RADIUS ELBOW CP CONTROL PANEL 2--�-----ti' PUMP (ARROW INDICATES FLOW) MS RELIEF VALVE MOTOR STARTER SQUARE THROAT, RADIUS HEEL �-- DOOR UNDERCUT (MINIMUM 1 ") THERMOMETER IN PIPE f SUPPLY AIR DUCT UP �' TWO-WAY CONTROL VALVE, TWO POSITION A- DETAIL LETTER OR NUMBER ACTUATOR /C SUPPLY AIR DUCT DOWN M4.01 DETAIL SHEET NUMBER TWO-WAY CONTROL VALVE, MODULATING RETURN OR TRANSFER AIR DUCT UP A M3.01 SECTION LETTER OR NUMBER SECTION SHEET NUMBER ACTUATOR THREE-WAY CONTROL VALVE, TWO POSITION ACTUATOR J RETURN OR TRANSFER AIR DUCT DOWN DRAWING HEX NOTE THREE - WAY CONTROL VALVE, MODULATING `--�`--�-1 EXHAUST AIR DUCT UP ® POINT OF REMOVAL FOR EXISTING EQUIPMENT ACTUATOR 2--� I f -- -2 UNION EX"-`----i EXHAUST AIR DUCT DOWN POINT OF CONNECTION BETWEEN EXISTING AND NEW �-= VENTURI FLOW METER IN PIPE 9E� RIGID ROUND DUCT UP REVISION DELTA AND NUMBER e CHS CHILLED WATER SUPPLY � RIGID ROUND DUCT DOWN ' �`' AIR SEPARATOR c'-----CHR----2 CHILLED WATER RETURN 2-- Ws HOT WATER SUPPLY AIR ELIMINATOR 2-- -- HWR -----2 HOT WATER RETURN FLEXIBLE DUCTWORK ._..._..:s-...:_..__... c' ANGLE VALVE e----c-2 CONDENSER WATER SUPPLY �., .'_........• .._ .__-.I—i�f- FLEXIBLE EQUIPMENT CONNECTION fun c' BALANCING VALVE c'---- CWR - - - 2 CONDENSER WATER RETURN BALL VALVE cco -----2 CONDENSATE DRAIN EXISTING DUCTWORK TO BE REMOVED BUTTERFLY VALVE- R-----i' REFRIGERANT PIPING AP ® ACCESS PANEL AP e' --i�i---� CHECK VALVE �'"'— R REFRIGERANT PIPING IN CHASE GRAPHICAL REPRESENTATION FROM DOUBLE LINED DUCTWORK TO SINGLE �r --- FLOW SWITCH LINE DUCTWORK SCHRAEDER ACCESS FITTING (TYPICAL) OMIT IF INCLUDED WITH UNIT. —, SOLENOID VALVE (IF REQ'D BY MFR.) SIGHT GLASS (IF THERMAL EXPANSION VALVE IS USED) THERMAL EXPANSION VALVE (IF REQ'D BY MFR.)- --\ / 00 1 r EVAPORATOR COIL W/ INTEGRAL DRAIN PAN CONDENSATE DRAIN PIPE (REFER TO SPECIFICATIONS) Pq\ REFRIGERANT PIPING DETAIL NO SCALE FILTER DRYER (BI-FLOW TYPE FOR HEAT PUMP) REFRIG. SERVICE / SHUT-OFF VALVE (TYP.) (OMIT IF INCLUDED WITH UNIT) AIR COOLED CONDENSING UNIT) / NOTES: 1. CONTRACTOR SHALL SUBMIT A REFRIGERANT PIPING DIAGRAM APPROVED BY THE CONDENSING UNIT MANUFACTURER BEFORE PROCEEDING WITH WORK. (REFER TO SPECIFICATIONS FOR REFRIGERANT PIPING INSTALLATION REQUIREMENTS.) SCHRAEDER ACCESS FITTING (TYP.) (OMIT IF INCLUDED WITH UNIT) 2. OMIT ANY VALVES OR MATERIAL THAT IS FURNISHED WITH UNIT. PROVIDE RISER TRAPS WHEN CONDENSING 3, REFRIGERANT PIPING SHALL BE SIZED PER MANUFACTURER OPTIMUM �- PERFORMANCE RATING. UNIT IS ABOVE EVAPORATOR ©0 m c- .0 fn N Q� y+ V y E P cn w W 0r� -N!4 0 ® z z DRAWN CH CHECKED AM CAD FILE H092MOOl 222vi DRAWING NUMBER M-001 DATE 108-19-02 I 1'�OVERALL HVAC PLAN, M-101 SCALE: 1 "=20'-0" �, !�`'ErLE SYMM DX SYMBOL LOCATION SUPPLY CFM E.S.P. IN. W.G. COOLING DATA REHEATING DATA N A INDOOR FAN DATA TOTAL BTU HR SENSIBLE BTU HR ENT. AIR TEMP. COND. DEC. F. KW CAP, BTU HR STEPS VOLT. PH. DRIVE HP ea VOLT. PH. DB WB CRAC-1 COMPUTER R.M. 1050 0.3 25,600 22,000 72 58.6 95 5.3 18,083 1 208 1 DIRECT .20 208 1 SYMBOL INFRARED HUMIDIFIER ELECTRICAL DATA MANUFACTURER MODEL NUMBER REMARKS CAP. I HR KW VOLT. I PH FLA MOCP MCA CRAC-1 - - - - 22.3 30 27.9 LIEBERT DME027-0 ALL - I I ----------- L.. L I - I I I --T - I - I I A REMARKS: 1. PROVIDE TOP DISCHARGE SUPPLY PLENUM W/3-WAY DISCHARGE 2. PROVIDE FRONT RETURN AIR GRILLE. 3, PROVIDE DISCONNECT SWITCH. 4, PROVIDE ADVANCED MICROPROCESSOR CONTROL SYSTEM. 5. PROVIDE CONDENSATE PUMP 6. PROVIDE FIRESTAT 7. PROVIDE WITH FILTER. LA ky, I A-L J III-- -- SYMBOL SERVING COOLING DATA OUTDOOR FAN DATA COMPRESSOR DATA CAPACITY BTU HR COND, DEC. F N0, H.P. EA VOLTAGE PH. N0, RLA EA. FLA EA VOLT. PH. CRCU-1 CRAC-1 25,600 95 1 1 5 208 1 1 12.8 208 1 SYMBOL UNIT ELECTRICAL DATA UNIT DIMENSIONS LxWxH in. MAX. WEIGHT MANUFACTURER MODEL NUMBER REMARKS #CONN WSA MOCP VOLTAGE PH. CRCU-1 ONE 15.7 25 208 1 48x31x18 200 LIEBERT PFC-027A ALL REMARKS: 1. PROVIDE SCROLL COMPRESSOR. 6. 2, PROVIDE 5 YEAR EXTENDED COMPRESSOR WARRANTY. 7, 3. PROVIDE CRANKCASE HEATER. 8. 4. PROVIDE 5 MINUTE COMPRESSOR TIME DELAY RELAY. 5. PROVIDE THREE PHASE PROTECTION MONITOR. PROVIDE MANUAL RESET HIGH PRESSURE SWITCH PROVIDE LIQUID LINE FILTER DRYER. PROVIDE LOW AMBIENT PRESSURE CONTROL DOWN TO 2V. SCALE: 1/4"=1'-0" GENERAL NOTES: 1) REFER TO GENERAL NOTES. 2) REFER TO SPECIFICATIONS. 3) FIELD VERIFY ALL EXISTING CONDITIONS. HEX NOTES: �1 LOCATION OF THERMOSTAT, REFRIGERANT PIPING RISES UP ABOVE CEILING, INSULATE SUCTION LINE WITH 3/4" THICK ARMAFLEX, 3� 1/2" DIAMETER CONDENSATE PIPING RISES UP ABOVE CEILING. INSULATE WITH 1/2" THICK ARNAFLEX INSULATION. RUN CONDENSATE PIPING OUT TO DRYWELL. �5 INSTALL NEW CONDENSATE UNITS A MINIMUM 2'--0" AWAY FROM EXTERIOR WALL. SEE ARCHITECTURAL PLANS FOR EQUIPMENT SUPPORT FRAMING, EXISTING SUPPLY AIR REGISTER AND DUCTWORK TO REMAIN. EXISTING THERMOSTAT TO REMAIN. m 0 .CL v C) 41 LK O T 'Od G� 1°i M z w 04 94 ^^ F+1 O h-1 a A � A H En 0 0 Z t ®� 0 Z a -a 0 0 DRAWN CH CHECKED AM CAD FILE H092M101 222v1 DRAWING NUMBER m�101_ DATE 108-19-02 SYMBOL LEGEND FOR: OSA BACK-UP POWER PACKGAGE 16 DATE: 0$ 09 02 SYMBOL DESCRIPTION DESIGN SELECTION APPROVED SUBSTITUTION APPROVED SUBSTITUTION REMARKS WALL OUTLET BOX AND 20 AMP SINGLE P&S #5351 HUBBELL #5351 LEVITON #5823 a,f RECEPTACLE WALL OUTLET BOX AND 20 AMP DUPLEX P&S #BR20 HUBBELL #CBR20 LEVITON #BR20 a,f (� RECEPTACLE WALL OUTLET BOX AND 20 AMP BLACK DUPLEX P&S #5362-BLACK HUBBELL #CBR2OBLK LDATON #BR2D-E a,f �CP RECEPTACLE TWO GANG WALL OUTLET BOX AND TWO 20 AMP 2-P&S #5350 2-HUBBELL #CBR20 2-LEVITON #BR20 o,f DUPLEX RECEPTACLES WALL OUTLET BOX AND 20 AMP DUPLEX PAS #53W HUBBELL #CBR20 LEVITON #BR20 f RECEPTACLE MOUNTED ABOVE COUNTER. COORDINATE WITH ARCHITECTURAL PLANS WALL OUTLET BOX AND 20 AMP RED DUPLEX P&S #5362-RED HUBBELL #5362-RED LEVfTON #5352-R a,f RECEPTACLE CONNECTED TO EMERGENCY SYSTEM BRANCH CIRCUIT. OPTIONAL OR EQUIPMENT BRANCH). 0 CEILING OUTLET BOX AND 20 AMP DUPLEX RECEPTACLE. P&S #5350 HUBBELL #CBR20 LEVITON #5352 e, f WALL OUTLET BOX AND 20 AMP GFI RECEPTACLE P&S #2091-S HUBBELL #95M2 LEVITON #6899 f C FOR ELECTRIC WATER COOLER, COORDINATE CONCEALMENT WITH EWC INSTALLER FOR MOUNTING REQUIREMENTS G WALL OUTLET BOX AND 20 AMP GET RECEPTACLE P&S #2091-S HUBBELL #GF5352 LEWTON. #6899 Of WAIL OUTLET BOX AND 20 AMP ISOLATED P&S #IG63W HUBBELL #IG5362 LE90N #53621G a,f GROUND DUPLEX RECEPTACLE (ORANGE DEVICE) WALL OUTLET BOX AND 20 AMP SINGLE TWIST P&S #L52D-R HUBBELL #2310A LEVITON #2310 aTf q)T LOCK RECEPTACLE. WALL OUTLET BOX AND SPECIAL. PURPOSE P&S HUBBELL LEVITON a,f ® RECEPTACLE AS NOTED ON PLANS CAST IRON FULLY ADJUSTABLE TWO GANG FLOOR WALKER 880 CS2/828P/829 HUBBELL #B-4233/S-3625/ STEEL CITY #642/P-64-3/4 f, d OUTLET BOXES WITH 20 AMP DUPLEX RECEPTACLE, CK-1/827C WITH P&S S-2625/SB3084 WITH HUBBELL -2/P-64-DU/P-64-2G-CP TELECOMMUNICATIONS BLANK OUTLET, CARPET #5352 #5352 WITH LEV. #5352 FLANGE AND 3/4'C. TO TTB/TTC (UNLESS OTHERWISE NOTED) (PROVIDE SPECIAL RECEPTACLES, I.E. ISOLATED GROUND OR BLACK TYPE WHERE NOTED 3 HR. FIRE RATED FLUSH POKE--THRU WITH INTEGRAL RACEWAY COMPONENTS WALKER #1570-A-BRS STEEL CITY #PT-700-A-BRS f, d OPT 15 AMP DUPLEX RECEPTACLE AND TWO COMMUNICATIONS #RC-700-MJB-BRS PORTS. DIE CAST ALUMINUM FLANGE WITH BIRMS FINISH THERMOSTAT CONNECTION PROVIDE AND INSTALL c, d O WALL OUTLET BOX, CONTROL WIRING AND RACEWAY AS REQUIRED BY DIVISION 15. FLUSH WALL JUNCTION BOX AND BLANK PLATE STE1-1 CITY RACO f 0 JUNCTION BOX AND BLANK PLATE ABOVE CLG. SfEEI. CRY RACO e, f F FLUSH CEILING OUTLET BOX AND BUNK PLATE, STEEL CITY RACO e, f SURFACE JUNCTION BOX AND BLANK PLATE, WALL SLID. CITY RACO e, f, h, i MTD. OR WID. TO CEILM/STRUCTURE AS INDICATED. WP SURFACE MTD. WEATHERPROOF JUNCTION BOX AND COVER, AS NOTED ON PLANS HOFFMAN f, h, D DIE CAST ALUMINUM SURFACE MID. OUTLET APPLETON #FS-1D WITH f, g, h, D �i BOX AND BLANK PLATE. IDS-100 COVER SYMBOL LEGEND GONUE® FOR: OSA BACK-UP POWER PACKGAGE 16 DATE: 08 09 02 SYMBOL DESCRIPTION DESIGN SELECTION APPROVED SUBSTITUTION APPROVED SUBSTITUTION REMARKS DIE CAST ALUMINUM SURFACE MTD. OUTLET BOX AND WEATHERPROOF BLANK PLATE. APPLETON #FS-ID WITH COVER f, g, h, i �WP JDSIOOG PUSHBUTTON, AS NOTED, MOUNTED AT 48' TO TOP 0 MOTOR CONNECTION, AS NOTED j 1t > S FLUSH SHUNT -TRIP BUTTON, LABEL 'EMERGENCY SQUARE 'D' #K-15 ASCO #124200 f (� MAIN DISCONNECT', MOUNTED AT 80' TO TOP CONTROL AND/OR POWER EQUIPMENT CONNECTION j Q TIME CLOCK, 2-POLE, RESERVE SPRING, 24 HR. TORK #W220L (12OV) PARAGON #7218-00 (120V) PRECISION #207218-W (12OV) j W/CONTACTS AND COIL VOLTAGE AS REQUIRED TORK #W222L (277V) PARAGON #7218-27 (277V) PRECISION #SD7218-20 (277V) FOR CKTS. (UNLESS OTHERWISE NOTED) PHOTO CELL (MATCH COIL VOLTAGE AS REQUIRED) TORK #2101 (120V) PARAGON #CW201-00 (12UV) PRECISION #T-15 (120V) Q TORK #2104 (277V) PARAGON #CW201-27 (277V) PRECISION #T-168 (277V) MAGNETIC MOTOR STARTER OR CONTACTOR, SQUARE "D" G.E. CUTLER -HAMMER h, j ® AS NOTED. DISCONNECT SWITCH. REFER TO EQUIPMENT FEEDER SQUARE V G.E. CULLER -HAMMER h, j SCHEDULE FOR REQUIREMENTS (I.E. SIZE, FUSED, Lam' NON FUSED, ETC.) 120/208V BRANCH CIRCUIT PANELBOARD SURFACE MOUNTED. SQUARE b' G.E. CUTLER -HAMMER h, j ----- 120/208V BRANCH CIRCUIT PANELBOARD FLUSH MOUNTED. SQUARE 'D' G.E. CUTLER -HAMMER j 277/48W BRANCH CIRCUIT PANELBOARD SQUARE 'D' G.E. CUTLER -HAMMER h, j TRANSFORMER SQUARE 'D' G.E. CUTLER -HAMMER h, j AUTOMATIC TRANSFER SWITCH SEE SPECIFICATIONS SEE SPECIFICATIONS h, j BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. SLASH MARKS INDICATE NUMBER OF CONDUCTORS (GROUND WIRE NOT SHOWN). MINIMUM A-1,3,5 TWO CONDUCTORS PLUS GROUND REQUIRED WHEN NO SLASH MARKS SHOWN. REFER TO SPECIFICATIONS AND EQUIPMENT FEEDER SCHEDULES FOR CONDUCTOR REQUIREMENTS. ARROWS INDICATE CIRCUIT CONNECTIONS AND HOMERUNS TO PANEL AS INDICATED ON PLANS. TYPICAL FOR All. RACEWAY TYPES UNLESS NOTED OTHERWISE. - BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND BRANCH CIRCUIT CONDUIT EXPOSED EMERGENCY SYSTEM BRANCH CIRCUIT CONDUIT, _E� CONCEALED (LIFE SAFETY BRANCH) ,DC \1 DIRECT CURRENT EMERGENCY SYSTEM WIRE AND CONDUIT CONCEALED F'-} r A, 4 - SYMBOL LEGEND CONTINUED FOR: OSA BACK-UP POWER PACKGAGE #6 DATE: 08/09/02 SYMBOL DESCRIPTION DESIGN SELECTION APPROVED SUBSTITUTION APPROVED SUBSTITUTION REMARKS COMPUTER EQUIPMENT POWER BRANCH CIRCUITRY, �CP` 1 CONCEALED. PROVIDE INDIVIDUAL NEUTRAL FOR EACH CIRCUIT COMPLETE FROM PANEL TO RECEPTACLE. DO NOT COMBINE NEUTRALS OF ONE CIRCUIT WITH NEUTRAL OF OTHER CIRCUIT, 110 AN MINIMUM ISOLATED POWER SYSTEM CONDUIT, CONCEALED IG ` WITH INSULATED ISOLATED GROUNDING CONDUCTOR 1 IN ADDITION TO EQUIPMENT GROUND CONDUCTOR. LOW VOLTAGE CONTROL WIRING AND CONDUIT, �LV� CONCEALED. CONDUIT CAPPED OFF CONDUIT CONTINUED CONDUIT RUN UP CONDUIT RUN DOWN CONDUIT SEAL -OFF FITTING CROUSE HINDS APPLETON g �r j GROUND WIRE, CONCEALED GROUND OR GROUND ROD AS NOTED SYMBOL. L.EC&C NOTES: 1) THE COLOR OF ALL DEVICES SWILL BE SELECTED BY THE ARCHITECT. COVER PLATES SHAH BE 1302 SMOOTH STAINLESS STEEL, UNLESS OTHERWISE NOTED. 2) SCREENED ELECTRICAL ITEM DENOTES EXISTING. 3) 'R' BY DEVICE DENOTES EXISTING TO BE REMOVED COMPLETEi Y. 4) 'H' BY DEVICE DENOTES DEVICE TO BE MOUNTED HORIZONTALLY. 5) ALL DIMENSIONS INDICATED IN LEGEND ARE TO THE BOTTOM OF FIXTURE, OUTLET OR EQUIPMENT AND SHAL BE THE DIMENSIONS USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS. DIMENSIONS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS ARE TO THE BOTTOM OF THE FIXTURE, OUTLET OR EQUIPMENT UNLESS INDICATED OTHERWISE. ALL MOUNTING HEIGHTS SHAD. COMPLY WITH ADA REQUIREMENTS. VERIFY AND COORDINATE THE EXACT HEIGHT AND LOCATION OF ALL FIXTURES, OUTLETS, AND EQUIPMENT WITH ALL DOCUMENTS AND DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH -IN, ADJUST TO MEET ALL REQUIREMENTS. 6) ALI SYMBOLS INDICATED IN THIS LEGEND MAY NOT BE USED ON THE PLANS. 7) ALL WIRING DEVICES SHALL BE PROVIDED WITH A GROUNDING TERMINAL SCREW. 8) SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REMARKS a) MOUNTED 16' ABOVE FINISHED FLOOR TO THE BOTTOM. b) MOUNTED 44' ABOVE FINISHED FLOOR TO THE BOTTOM. c) MOUNTED 50" ABOVE FINISHED FLOOR TO THE BOTTOM. d) OUTLET BOX SHALE BE SIZED PER SYSTEM INSTALLER REQUIREMENTS. e) SUPPORT OUTLET BOX FROM STRUCTURE WITH (1) 3/8" ALL THREADS MINIMUM. BOXES LARGER THAN 25' SQUARE INCHES SHALL BE SUPPORTED WITH (2) 3/8" ALL THREADS MINIMUM. f) JUNCTION/OUTLET BOX SHALL BE SIZED AS REQUIRED FOR CONDUCTOR/DEVICES FILL PER N.E.C. g) THREADED CONDUIT HUBS SWILL BE SIZED AND CONFIGURED AS REQUIRED FOR APPLICATION. h) PROVIDE KONDORF MOUNTING RACK FOR FREE STANDING APPLICATIONS. KINDORF SHALT. BE PAINTED FOR EXTERIOR APPLICATIONS. I) WHEN SURFACE JUNCTION BOX SYMBOL IS COMBINED WITH DEVICE SYMBOL PROVIDE APPROPRIATE SURFACE PLATE FOR OUTLET APPLICATION. j) MAINTAIN WORKING CLEARANCES IN STRICT ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OF EQUIPMENT WITH ALL DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, hVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH -IN TO MAINTAIN CLEARANCES, FOR: OSA BACK-UP POWER PACKGAGE 16 _..-----.__.-------_ -- DATE: 08 09 02 1. ALL 12% 20A CIRCUIT HOMERLUNS DYER SOFT. SHAH BE 110 CU. MINIMUM, 13. THE USE OF ANY PROCESS INVOLVING ASBESTOS OR PCB, AND THE INSTALLATION OF 19. REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS AND EQUIPMENT WHICH 27. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED 37. WHERE NEW OPENINGS ARE CUT IN EXISTING WALLS, FLOORS OR CEILINGS AND UNLESS NOTED OTHERWISE ANY PRODUCT, INSULATION, COMPOUND OF MATERIAL CONTAINING OR ARE REQUIRED TO REMAIN ACTIVE FOR THE FACILITY TO BE FULLY FUNCTIONAL.. OUTLETS IF CONDUIT SERVICING THEM IS ABANDONED AND REMOVED. PROVIDE BLANK CONCEALED CONDUITS ARE ENCOUNTERED THEY SHALL BE REMOVED OR RELOCATED INCORPORATING ASBESTOS OR PCB, IS PROHIBITED. THE REQUIREMENTS OF THIS COVER FOR ABANDONED OUTLETS WHICH ARE NOT REMOVED. AS REQUIRED. WHERE CONDUIT TO BE REMOVED STUBS THROUGH FLOORS, WALLS, 2. ALL 12OV, 20A CIRCUIT HOMERUNS OVER 15OFT. SHALL. BE #8 CU. MINIMUM, SPECIFICATION FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM 20. ALL RECEPTACLES, DEVICES, LIGHTING, SYSTEMS AND EQUIPMENT NOT SHOWN, AND IN AND CEILINGS, SUCH CONDUIT SHALL BE REMOVED TO THE POINT WHERE THE FINISH UNLESS NOTED OTHFTIYrfSE, SHALL BE MET WITHOUT THE USE OF ASBESTOS OR PCB. AREAS OUTSIDE OF REMODELING SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED. 28. DISCONNECT AND REMOVE ABANDONED PANEIBOARDS AND DISTRIBUTION SURFACES CAN BE PATCHED ADEQUATELY SO THAT NO EVIDENCE OF THE FORMER FURNISH AND INSTALL ACCESSIBLE JUNCTION BOXES AND REWORK EXISTING CIRCUITS EQUIPMENT. INSTALLATION REMAINS. 3. ALL 27N, 20A CIRCUIT HOMERUNS OVER 15OFT. SHALL BE 110 CU. MINIMUM, 14. VISIT THE EXITING FACILITY AND CAREFULLY EXAMINE THOSE PORTIONS OF THE AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY TO RECEPTACLES, DEVICES, LIGHTING, UNLESS NOTED OTHERWISE. BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBmnNG PROPOSALS, SO AS SYSTEMS AND EQUIPMENT. 29. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT SERVING 38. WHERE TELEPHONE OUTLETS ARE SHOWN TO BE REMOVED, REMOVE THE WIRE AND TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL UTIIJZATION EQUIPMENT THAT HAS BEEN REMOVED. REMOVE CONDUIT, BOXES AND FITTINGS AS REQUIRED TO CLEAR AREA OR AS DIRECTED 4. ALL 277V, 20A CIRCUIT HOMERUNS OVER 30OFT, SHALL BE #8 CU. MINIMUM, AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS 21. ALL CONDUIT TO BE CONCEALED UNLESS IMPOSSIBLE DUE TO EXISTING CONDITIONS BY ARCHITECT. UNLESS NOTED OTHERWISE. EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, (I.E. EXPOSED STRUCTURAL. CEILINGS, WILDING EXTERIOR WALLS). CONCEAL ALL 30. CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT WHICH REMAIN OR ARE TO EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL CONDUITS ABOVE CEILINGS OR WITHIN WALLS AND COUNTERS. BE REUSED. 39. ALL OUTIET BOXES WHERE FIXTURES OR DEVICES ARE REMOVED SWILL BE REMOVED 5. COORDINATE EXACT LOCATION OF LIGHTING FIXTURES IN MECH. ROOMS/SPACES NOT BE RECOGNIZED. AND CEILING OR WALL SHALL BE PATCHED TO MATCH FISTING OR NEW FINISH, IF OUTLET WITH DUCTWORK INSTALLER PRIOR TO ROUGH -IN, LOCATE BELOW DUCTWORK A) ALL NEW DEVICES TO BE FLUSH MOUNTED UNLESS SPECIFICALLY NOTED 31. PANELBOARDS: CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF ELECTRICAL BOX MUST REMAIN TO MAINTAIN CONTINUITY OF CIRCUITRY, AN APPROPRIATE ACCESSIBLE (8'-0- AFF MINIMUM) CENTERED IN ROOM AS MUCH AS POSSIBLE. 15. CONTRACTOR SHAL INCLUDE IN HIS BID THE TRANSPORT AND DISPOSAL OR OTHERWISE. CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE PLATES BLANK PLATE SHALL BE INSTALLED WITH FINISH TO MATCH EXISTING OR NEW, WHERE RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE FOR VACANT POSITIONS, PROVIDE TYPED CIRCUIT DIRECTORY SHOWING REVISED APPLICABLE. ALL PATCHES OR CEILING PLATES SHALL BE PATCHED OR PAINTED AS 6. COORDINATE EXACT INSTALLATION REQUIREMENTS OF OUTLETS IN MILLWORK WITH WITH ALL RULES, REGULATIONS AND GUIDELINES APPLICABLE. B) INSTALL FLEXIBLE CONDUIT DOWN EXISTING WALLS TO NEW FLUSH OUTLETS. CIRCUITING ARRANCEMENT. DIRECTED BY ARCHITECT. ARCHITECTURAL DRAWINGS, APPROVED SHOP DRAWINGS AND MILLWORK INSTALLER (IF EXISTING WALLS DO NOT CONTAIN HOLLOW VERTICAL CAVITIES AND IT IS NOT PRIOR TO ROUGH -IN. A) CONTRACTOR SHALL COMPLY FULLY WITH FLORIDA STATUTE 403.7186 FEASIBLE TO CONCEAL THE CONDUIT THEN EXPOSED WIREMOD PAINTED TO MATCH 32. ALL NEW CIRCUIT BREAKERS WITHIN EACH EXISTING PANELBOARD SHALL BE THE 40. ALL. OUTLET BOXES WHICH MUST BE REMOVED DUE TO REMOVAL OF WALL_, AND WHICH REGARDING MERCURY CONTAINING DEVICES AND LAMPS. THE WALL SHALL BE USED). SAME MANUFACTURER TYPE, STYLE AND A.I.C. RATING OF EXISTING PANEL BOARRD. MUST REMAIN ACTIVE IN ORDER TO MAINTAIN CIRCUIT CONTINUITY SHALL BE RELOCATED 7. VERIFY EXACT LOCATION OF ALL MECHANICAL. EQUIPMENT WITH MECHANICAL IN CEILING OR FLOOR, SHALL. BE ACCESSIBLE, AND SHALL HAVE BLANK COVERPLATE AS INSTALLER PRIOR TO ROUGH -IN, B) LAMPS, BALLASTS AND OTHER MATERIALS SHALL. BE TRANSPORTED AND DISPOSED 22. ALL ITEMS REMOVED AND NOT REUSED SHALL BE TURNED OVER TO OWNER. DISCARD 33. SCREENED ELECTRICAL INDICATES EXISTING TO REMAIN ACTIVE, UNLESS NOTED DESCRIBED IN NOTE #39. OF IN ACCORDANCE WITH ALL DEP AND EPA GUIDELINES. COMPLETE ITEMS WHICH OWNER ELECTS TO REFUSE. OTHERWISE. B. REFER TO ARCHITECTURAL. REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL LIGHT FIXTURES. 9. ALL EMPTY CONDUITS SHAU BE PROVIDED WITH PULL STRINGS IN THEM, 10. ALL COMPUTER RECEPTACLE CIRCUITS SHALL. BE PROVIDED WITH A DEDICATED NEUTRAL FOR EACH PHASE CONDUCTOR. 11. COORDINATE THE REQUIRED SIZE OF ALL. CIRCUIT BREAKERS FEEDING EQUIPMENT, (I.E. MOTORS, WAC, KITCHEN EQUIPMENT, SPECIAL PURPOSE OUTLETS, ELEVATORS, OWNER FURNISHED EQUIPMENT ETC. ) WITH APPROVED EQUIPMENT SHOP DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING PANELBOARDS. BREAKERS SHALL BE SIZED) PER THE NEC, THE EQUIPMENT NAME PLATE AND MANUFACTURERS RECOMMENDATIONS. 12. ALL DIMMED CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRALS FOR EACH DIMMER AND PHASE CONDUCTOR THROUGHOUT THE ENTIRE CIRCUIT. FLUORESCENT DIMMER BALLASTS SHALL, BE PROVIDED WITH AN ADDITIONAL DEDICATED CONDUCTOR (3 WIRES TOTAL). C) THE CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL MATERIALS WHERE RECYCLED OR DISPOSED OF PROPERLY PER THE GUIDE LINE NOTED ABOVE. 16. EXISTING CONDITIONS AND UTILITIES INDICATED ARE TAKEN FROM EXISTING CONSTRUCTION DOCUMENTS, VARIOUS SURVEYS AND FIELD INVESTIGATIONS. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIA11ONS SHALL BE CONSIDERED A PART OF THIS CONTRACT. If IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 17. LOCATE ALL EXISTING UTILITIES AND PROTECT THEM FROM DAMAGE. 18. REMOVE EXISTING POWER, LIGHTING, SYSTEMS MATERIALS AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. 23. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. 24, EXISTING ELECTRICAL SERVICE: MAINTAIN EASTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR SERVICE, DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER AT LFASI 24 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. 25. EXISTING FIRE ALARM SYSTEM: MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS ACCEPTED. DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY OWNER AND LOCAL FIRE SERVICE AT LEAST 24 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION, MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA 26, REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. 34. EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED PROPERLY FOR NEW WORK AND COMPLIES WITH SPECIFICATIONS MAY BE REUSED FOR NEW DEVICES AND WIRE. 35. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY, 36. WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, ALL BRANCH CONDUITS, WHICH NO LONGER ARE IN SERVICE, SHALL BE REMOVED AS DIRECTED BY THE ARCHITECT. IF, IN THE COURSE OF THE WORK, OUTLETS ARE COVERED UP OR OTHERWISE RENDERED INACCESSIBLE, ALL WIRING TO SAME SHALL BE REMOVED TO THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE IS INTERRUPTED THEREBY, FT SHALL BE RECONNECTED BY THE MOST INCONSPICUOUS MEANS SO AS TO REMAIN OPERATIONAL, WITH SAME CAPACITY AS BEFORE. ALL BUILDING SURFACES DAMAGED, AND OPENINGS LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT SHAH BE REPAIRED BY THE CONTRACTOR. ALL. HOLES LEFT IN JUNCTION BOXES, SWITCHES, PANELS, ETC. SLW_L BE CLOSED. 41. REMOVE ALL EXISTING LIGHTING FIXTURES IN AREAS WHERE NEW LIGHTING IS SHOWN. CONNECT TO EXISTING CIRCUITS, SWITCH LEGS AND SWITCHES OR AS OTHERWISE SHOWN. GIVE EXISTING FIXTURES NOT BEING REUSED TO OWNER. 42. CLEAN, INSTALL NEW BALLAST AND RE -LAMP ALL EXISTING FLUORESCENT FIXTURES AND DIFFUSERS BEING REUSED. MATCH EXISTING LAMP SIZE AND TYPE. O CU 0 N 'l p w 1-4 0 .0 °� w A 0 r� � C d ® I� o C 0--4 P-4pq ® Z DRAWN CH CHECKED JJ$ CAD FILE H092E001 PROJECT 2�2V1 NUMBER DRAWING NUMBER E-001 DATE 08-19-02 Ilk 1 *=20'-O" t=NI� E-101 SCALE:1/4"=1'-0" PANEL "1 N WLIEBERT 20KVA-UPS PANEL 480/277-120/208, 30 "UPS3" 12 OUQ 28 14' `t' D (`./`-' O 10 PANEL 1 LQ3 _.._.__....._. _.._._._.__ .._.r.___......._._.......-._.--__.._.. f a CRAU-1 1 LQ3-1:3 GENERAL NOTES: 1. REFER TO SHEET E-001 FOR GENERAL NOTES. 2. REFER TO SPECIFICATION MANUAL. 3. OUTLET LOCATIONS SHOWN ARE DIAGRAMMATIC IN THEIR APPROXIMATE LOCATION. PRIOR TO ROUGH -IN THE EXACT LOCATION SHALL BE VERIFIED WITH SANFORD AIRPORT AUTHORITY AND FURNITURE PLAN PRIOR TO BEGINNING ROUGH -IN. HEX NOTES: 0 CONCEAL RACEWAY AND OUTLET BOX. WITHIN EXISTING WAILI. 2� LOCATE OUTLET ON SIDE OF SERVER RACK. 3� LOCATE UPS REMOTE STATUS PANEL ON 2ND FLOOR AT LOCATION DETERMINED BY SANFORD AIRPORT AUTHORITY, ALL NEW OUTLETS SHALL BE CIRCUITED TO PANEL "UPS3". a U ch Q) a Cl C'C I� 1 Qo� �M��o� �opbco mQL g�. od O © p O x b P4 0 1� (.v w z 0 a 0 P UP4 PLI U1 � ® U z Z E- u P-4p W ®Z ► C.) W w DRAWN CH CHECKED JJB CAD FILE H092E101 PROJECT 222V1 NUMBER DRAWING NUMBER E-101 DATE 08-19-02 QNER6L NOTES: 1. REFER TO SHEET E--001 FOR GENERAL NOTES. 2. REFER TO SPECIFICATION MANUAL. 3. OUTLET LOCATIONS SHOWN ARE DIAGRAMMATIC IN THEIR APPROXIMATE LOCATIONS. PRIOR TO ROUGH —IN THE EXACT LOCATION SHALL BE VERIFIED WITH SANFORD AIRPORT AUTHORITY AND FURNITURE PLAN PRIOR TO BEGINNING ROUGH —IN. 4. ALL NEW OUTLETS SHALL BE CIRCUITED TO PANEL "UPS3". HEX NOTES: 0 CONCEAL RACEWAY AND OUTLET BOX WITHIN EXISTING WALL. LOCATE OUTLET IN NEW PARTITION WALL. ROUTE UNDER FLOOR SLAB TO NEW MILLWORK. LOCATE THESE OUTLETS WITH SECURED CONCRETE EQUIPMENT ROOM. DRILL CONCRETE CEILING AS REQUIRED TO FACILrTATE INSTALLATION OF NEW CONDUIT. SA AS REQUIRED. C I OND •FL%'.AW^R PLAN — POWER. 3/16"=1'-0" >, OL1 a CL c.� ns 0 0 l3 XIl o W c� 4 R 0 0 M Fk: b PLI z _ 1 z l�l W Q A.4 P � ® rs, w cri >� , r --- Z P z� P P,P4 Z w opq O u w DRAWN CH CHECKED JJB CAD FILE H092E102 PROJECT 222V� NUMBER DRAWING NUMBER E-102 DATE 08-19-02 rL.............._...,$ NEW 15KVA ! � I NEW r._._..._.....__._...._.......... ............... ...................I E ........._...,...., _.._........_..._ PANEL ` XF W "1 LQA EXISTING ' I # "UPS3" MSB € , i I EXISTING L— EXISTING EXISTING __..._._........._.._. ............._....._...._.._ l L_,_...._ r, £ a E<, �,.; £ I NEW NEW 1000 KW I ! # ! t, PANEL PANEL NEW _.. m. _.__....._. , , . H n " 20 KVA PANEL ( 1 HQ1 ! I 1 HQ2 PANEL GENERATOR i 1 ! !'i 1 i i t n UPS "1LQ3" �r1..._..._._._, EXISTING ; ! ..... ..._..... _ ... 1 HQ3 _..I...,.«_ i...,.,J TRANSFORMER POWER RISER DIAGRAIV FISIXIM KID OSA BACK UP POWER DATE: 08 16 02 FEEDER FEEDING CIRCUIT BREAKER FEEDER AMPS FEEDER VOLT DROP % FEEDER AMP SIZE VOLTS PHASE PARALLEL RUNS PHASE WIRE NEUTRAL WIRE GROUND WIRE ISOLATED GROUND COPPER/ ALUMINUM CONDUIT SIZE PANEL 1HQ3 100 480 3 150 1.21 1 i 0 1 0 #6 N/A COPPER 1-1/2' UPS 40 480 3 50 0.09 1 #8 18 110 N/A COPPER 3 4" PANEL UPS3 70 208 3 85 0.14 1 4 2 0 #8 N/A COPPER 1-1 4" XFMR 1LQ3 20 480 3 20 0.12 1 #12 NA 112 N/A COPPER 1 2' PANEL 1LQ3 50 208 3 50 0.26 1 18 18 110 N/A COPPER 3 4" VOLTS L—N : 277 MAIN OPTIONS REQUIRED PANEL_ : IHQ3 AIC RATING 65 KA ENCLOSURE DATA VOLTS PH.: 480 S.E. RATED : NA MCB : NA AMPS FULLY RATED OR SERIES RATED NEMA : 1 PHASE : 3 GFI PROT.: NA MLO : 100 AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS : 1 MOUNTING : SURFACE SHUNT TRIP : NA WIDTH/SECT.: 20 MFR : SQ D DEPTH : 5.75 TYPE : NF DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.B. AMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN TYPE AMPS POLES NUM. NUM. POLES AMPS CONN TYPE UPS 31 5 31 31 40 3 1 2 1 20 0 0 SPARE 21 31 5 ___ __= 3 4 1 20 SPARE 21 31 : _-- --- 5 6 1 20 0 ----- 31 5 SPARE 21 0 0 x >' SPACE 22 SPACE 22 " 0: 1 7 8 1 0 ' < : ' ` 0 z: 0 0 ;` 0 SPACE 29 _ 1 1 9 1 11 10 12 1 1 SPACE 22 SPACE 22 SPACE 22 SPACE 22 .,* 0 r ' Ft; ;,'i` st.•.,•i;LSf 0 R "i'; 1 13 14 1 SPACE 22 SPACE 22 1 15 16 1 SPACE 22 SPACE 22 y..,.y. �'+ t1(�; �r tY 0 1 1 17 19 18 20 1 1 .,rrr';.Ffj dry, . f i"'` �I "r Y 0 0 :SPACE 0 < 0 SPACE 22 22 SPACE 22 0 D 1; 0 SPACE 22 1 21 22 1 SPACE 22 SPACE 22 1 23 24 1 SPACE 22 D 0 p 0 p 0 0 D 0 D 0 �2 :0 SUBFEED C.B. OR FEED -THROUGH LUGS AS INDICATED, NOT APPLICABLE IFBLANK 1s 0 x .F 3 3 0 O J r ,:;t AMPS KVA 31 : AMPS PHASE A ACTUAL CONN. LOAD : 31 26 31 : AMPS PHASE B NEC DEMAND : 31 26 31 : AMPS PHASE C FIRST FLOOR OSA BACK UP POWER DATE: 08 09 02 EQUIPMENT DESCRIPTION VOLTS PH NEUT Y/N MOTOR (LARGEST) ADDITIONAL MOTORS_ HEAT STRIPS MISC AMPS TOTAL AMPS PNL C.B. SIZE DISCONNECT STARTER WIRE PER PHASE NEUT WIRE GND WIRE # OF RUNS CONDUCT SIZE NOTES SIZE FUSE SIZE TYPE H.P. FLA H.P. FLA KW AMPS CRAC-1 208 1 Y 22.0 22 30 30 30 110 #10 flo 1 1 2" CRCU-1 208 1 Y 13.0 13 30 30 1 25 #10 flo tO 1 1 2" !a, (1) - PROVIDE DISC. SW. AT AL PIECES OF EQUIPMENT, UNLESS OTHERWISE NOTED ON THIS SCHEDULE. (2) - FUSES SHOWN FOR REFERENCE ONLY, PROVIDE FUSES AS RECOMMENDED BY EQUIP. MANUF. (3) - PROVIDE NEMA OUTDOOR RATED ENCLOSURES FOR ALL DISC. SWS MOUNTED OUTDOORS. (4) - COORDINATE STARTER TYPE WITH MECHANICAL EQUIPMENT INSTALLER. (5) - E.C. TO VERIFY THAT C.B. FOR COMPRESSORS IS SUFFICIENT TO ALLOW STARTING OF UNIT, IF REQUIRED FOR STARTING C.B. TO BE INCREASED TO A MAX OF 225% OF COMP. F.L.A. (6) — 112 FEEDERS SHOWN AND OVER SOFT. LONG TO BE J10 WIRE FOR 120V CIRCUITS. 12 FEEDERS SHOWN AND OVER 100FT, LONG TO BE 110 WIRE FOR 277V CIRCUITS. (a) - CONNECT VIA LINE VOLTAGE T°STAT. (b) - CONNECT VIA CONTROL DEVICES BY DIV. 15 CONTRACTOR. (c) - CONNECT VIA VFD BY DIV. 15 CONTRACTOR. (d) - CONNECT VIA STARTER BY DIV. 15 CONTRACTOR. (e) - CONNECT VIA DISC. SW. BY DIV. 15 CONTRACTOR. (f) - PROVIDE FULL SIZE NEUTRAL (g) - MMS WITHOUT OVERLOADS. (h) - CONNECT VIA STARTER IN MCC (BY DIV. 16) (i) - CONNECT VIA HOOD CONTROL SYSTEM. 0) - CONNECT VIA STARTER FURNISHED WITH EQUIPMENT. (k) - INSTAL! AND CONNECT CONTROL SWITCHES FURNISHED WITH EQUIP. N.F. = NON -FUSED MCP = MOTOR CIRCUIT PROT. W/ COMB. STARTER I = NEMA I ENCLOSURE MMS = MAN. MIR. STARTER SW. W/ O.L. AND PILOT 3R = NEMA 3R ENCLOSURE VFD = VARIABLE FREQ. DRIVE UNIT. 4SS = NEMA 4 W.P. STAINLESS STEEL ENCL VOLTS L-N : 120 MAIN OPTIONS REQUIRED PANEL : UPS3 AIC RATING 65 KA ENCLOSURE DATA VOLTS PH.: 208 S.E. RATED : NA MCB : 70 AMPS FULLY RATED OR SERIES RATED NEMA: 1 PHASE : 3 GR PROT.: NA MLO : NA AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS : 1 MOUNTING : SURFACE SHUNT TRIP : NA WIDTH/SECT.: 20 MFR : SQ D 200% NEUTRAL: YES DEPTH : 5.75 TYPE : NQOD DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT. C.6. C.B. AMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN TYPE AMPS POLES NUM. NUM. POLES AMPS CONN TYPE TTB 10 5 10 20 1 1 2 1 20 16 ^f COMPUTER 4 4 COMPUTER 4 4 16 20 1 3 4 1 20 16 4 4 16 20 1 5 6 1 20 ,COMPUTER '� 2rG{y 'Ere ti. 16 COMPUTER 4 4 COMPUTER 4 4 20 1 7 8 1 20 10 �, .fr (; SERVER 10 5 COMPUTER 4 4 16 ; t 20 1 9 10 1 20 urVe', tJ'.`%%;' �Gt a 10 a 10 COMPUTER UTE 4 4 ";;'.,' 16 SERVER 10 5 COMPUTER 4 4 16" 20 1 11 12 1 20 SERVER 20 20 1 1 1 13 15 14 16 1 1 20 2U ;� 10 { 5 10 5 SPARE 21 0 SERVER 10 5 SPARE 21 0 PROJECTOR 5 5 { 1 r 0, ., 20 1 17 18 1 ( ;` =' l < 0 SPACE 22 SPARE 21 20 1 19 20 1 0 SPARE 21 0 SPACE 22 20 1 1 21 22 1 r , ,^- ? r 0 t`Y Y '`it„ Y 0 SPARE 21 0 SPACE 22 SPARE 21 t 0 20 1 23 24 1 SPACE 22 v 0 0 r O D y:. 0 It SUBFEED C.B. OR FEED -THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK 0 '' 3 ir AMPS KVA 62 : AMPS PHASE A ACTUAL CONN. LOAD : 61 22 63 : AMPS PHASE B NEC DEMAND : 56 20 58 : AMPS PHASE C VOLTS L-N : 120 MAIN OPTIONS REQUIRED PANEL : 1 LQ3 AIC RATING 65 KA ENCLOSURE DATA VOLTS PH.: 208 S.E. RATED : NA MCB : 50 AMPS FULLY RATED OR SERIES RATED NEMA : 1 PHASE : 3 GH PROT.: NA MLO : NA AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS : 1 MOUNTING : SURFACE SHUNT TRIP : NA WIDTH/SECT.: 20 MFR : SQ D DEPTH : 5.75 TYPE : NQOD DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.D. AMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN TYPE AMPS POLES NUM. NUM. POLES AMPS CONN TYPE A/C 22 5 22 30 2 1 2 1 20 0 :SPACE 22 22 5 22 3 4 1 20 K 0 : SPACE 22 p;;i; ,: CU 13 5 4, 't �'?''.i 13 30 2 5 6 1 20 t 0 SPACE 22 1 1 1 �* < -_-_- 13 5 13 _-_ --- 7 8 1 20 0 1r,Fr ti, 1'J-, SPACE 22 SPARE 21 , i ; ,t 0 r r, 20 1 9 10 1 20 t r� 0 �f,.;t`�s' SPACE 22 ;� �aR7�+s SPARE 21 ;. 0 20 1 11 12 1 20 0 SPACE 22 SPARE 21 0 r 20 1 13 14 1 20 0; SPACE 22 SPARE 21 ; 0 20 1 15 16 1 20 0 �_ SPACE 22 SPARE 21 0 20 1 17 18 1 0 SPACE 22 SPARE 21 0 a 4P94 20 1 19 20 1 0 . SPACE 22 SPARE 21 ry ; 0 — 20 1 21 22 1 0 ' SPACE 22 SPARE 21 7m, 0 20 1 23 24 1 0...-., SPACE 22 MMr 0 mml p ;( 0—LE p ' 0 0 p p , r p 0 D J 3` 0 '41 p ik ( 00gm' BEE SUBFEEO C.B. OR FEED -THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK 0 3 1 3 p ,a 0 1 =-_ -_= s 0 '. lll,r.4%,,. F.f I'l .61i .1Y4 O _ _ __— —.�—.. -1 yFt r A.G. 0 AMPS KVA 35 : AMPS PHASE A ACTUAL CONN. LOAD : 23 8 22 : AMPS PHASE B NEC DEMAND : 23 8 13 : AMPS PHASE C GENERAL NOTES: 1. REFER TO SHEET E--001 FOR GENERAL NOTES. 2. REFER TO SPECIFICATION MANUAL. X N T PROVIDE NEW 100 AMP, 3 POLE CIRCUIT BREAKER IN EXISTING PANEL TO MATCH EXISTING. 2� PROVIDE AND INSTALL NEW UPS LIEBERT #UDA6302OC25RT04 WITH #025BP020HLJ1NNL BATTERY CABINET. c O as a� C� a� GC Illy U m ZZ Fri U W b V E.4 W G� w © �1 p U E-4 0 o �V 0� P~+ C/�J 0 0 DRAWN CH CHECKED JIB CAD FILE H092EI03 PROJECT NUMBER 222V1 DRAWING NUMBER E-103 DATE 08-19-02 REVISIONS PERMIT # 03 -- (,018 DATE q- ADDRESS AF)D v Obd (,j S) t,,\/ J) CONTRACTOR PH # L-/ 67 5'� 4,✓6 S-33 FAX # DESCPRITION OF REVISION:- ):bEc-cd)-VAL C J-66 YS6 Az, 5 UTILITIES L FIRE or BLDG E<4 ....._.., i Tl 1, C> CRCU-1 _% t t i I Y i OVERALL HVAC PLAN M-101 SCALE: 1 ",201-0" F I` 1. r INFORM SPLIT SYSTEM DX COMM ROOM A/C UNIT SCHEDULE SYMBOL LOCATION SUPPLY CFM E.S.P. IN. W.G. COOLING DATA REHEATING DATA N/A INDOOR FAN DATA TOTAL BTU HR SENSIBLE BTU HR ENT, AIR TEMP. COND. DEC. F. KW CAP, BTU HR STEPS VOLT, PH, DRIVE HP ea VOLT, PH. DB WB CRAC-1 COMPUTER RM. 1200 0.3 36,600 25,600 72 58.6 95 7.3 24,907 1 460 3 DIRECT 0.50 460 1 SYMBOL INFRARED HUMIDIFIER ELECTRICAL DATA WEIGHT (Ibs.) UNIT DIMENSIONS LxWxH (in.) MANUFACTURER MODEL NUMBER REMARKS CAP. Ibs HR KW VOLT, PH. FLA MOCP MCA CRAC-1 - - - - 9.8 12.3 15 230 LIEBERT MMD36E ALL ::L= , F I I =: L4x3Ox24 I REMARKS: 1, PROVIDE TOP DISCHARGE SUPPLY PLENUM W/3-WAY DISCHARGE. 6. PROVIDE FIRESTAT 2. PROVIDE FRONT RETURN AIR GRILLE. 7. PROVIDE WITH FILTER. 3, PROVIDE DISCONNECT SWITCH. 8. PROVIDE AUXILIARY DRAIN PAN WITH FLOAT SWITCH TO DE -ENERGIZE UNIT. 4. PROVIDE ADVANCED MICROPROCESSOR CONTROL SYSTEM. 9. PROVIDE WITH FILTER BOX SECTION. 5. PROVIDE CONDENSATE PUMP - . . • FT4 go m:-4!z i lip SYMBOL SERVING COOLING DATA OUTDOOR FAN DATA COMPRESSOR DATA CAPACITY BTU HR COND, DEC. F N0, H.P. EA. VOLTAGE PH. NO. RLA EA. FLA EA. VOLT, PH. CRCU-1 CRAC-1 36,600 95 1 0.20 460 1 1 6.4 460 3 SYMBOL UNIT ELECTRICAL DATA UNIT DIMENSIONS LxWxH in. MAX. WEIGHT MANUFACTURER MODEL NUMBER REMARKS #CONN WSA MOCP VOLTAGE PH. CRCU-1 ONE 7.8 15 460 3 48x31x18 200 LIEBERT PFC-037A-AL ALL REMARKS: 1. PROVIDE SCROLL COMPRESSOR. 5. PROVIDE THREE PHASE PROTECTION MONITOR. 2. PROVIDE 5 YEAR EXTENDED COMPRESSOR WARRANTY. 6. PROVIDE MANUAL RESET HIGH PRESSURE SWITCH 3. PROVIDE CRANKCASE HEATER. 7. PROVIDE LIQUID LINE FILTER DRYER. 4, PROVIDE 5 MINUTE COMPRESSOR TIME DELAY RELAY. 8. PROVIDE LOW AMBIENT PRESSURE CONTROL DOWN TO 20% DEMOLITION HEX NOTES: �1 RELOCATE EXISTING THERMOSTAT, SEE RENOVATION PLAN. 2� EXISTING SUPPLY AIR DUCT TO REMAIN. 3D REMOVE EXISTING SIDE WALL SUPPLY AIR GRILLE AND DUCT. �4 EXISTING DOOR GRILLE TO BE REMOVED AND PATCH DOOR. EXISTING DOOR GRILLE TO REMAIN. SCALE: 1/4"=1'-O" EI � I€ a._.,._. �E 0 X d- RENOVATION FLOOR PLAN - HVAC AIR DISTRIBUTION SCHEDULE SYMBOL DESCRIPTION MODULE MATERIAL FINISH NECK SIZE DAMPER BORDER PATTERN MAX. MAX. MANUF. MODEL REMARKS SIZE FRAME PRESS. N.C. NUMBER TYPE DROP SQUARE SUPPLY AIR CEILING DIFFUSER WITH THREE CONE, ONE PIECE CONSTRUCTION, NO CORNER JOINTS SAME AS LAY -IN A REMOVABLE INNER CONES AND ROUND 24 X 24 ALUMINUM WHITE DUCT SIZE NO PANEL SEE PLANS 0.10 30 TITUS TMSA-AA NECK DUCT CONNECTION. DAMPER ON PLANS SHALL BE OPERABLE FROM FACE OF DIFFUSER. SQUARE SUPPLY AIR CEILING DIFFUSER WITH THREE CONE, ONE PIECE CONSTRUCTION, NO CORNER JOINTS SAME AS B REMOVABLE INNER CONES AND ROUND 24 X 24 ALUMINUM WHITE DUCT SIZE YES SURFACE SEE PLANS 0.10 30 TITUS TMSA-AA NECK DUCT CONNECTION. DAMPER ON PLANS MOUNT SEE PLANS CONNECTION. DAMPER SHALL BE OPERABLE FROM FACE OF DIFFUSER. ADJUSTABLE DOUBLE DEFLECTION SIDEWALL SUPPLY AIR GRILLE WITH AIRFOIL BLADES SPACED ON 3/4" CENTERS. FRONT BLADES SAME AS SURFACE C ARE PARALLEL TO LONG DIMENSION AND ARE VARIES ALUMINUM WHITE DUCT SIZE YES MOUNT SEE PLANS 0.10 25 TITUS 272FL INDIVIDUALLY ADJUSTABLE. FRAME CONTAINS ON PLANS COUNTERSUNK SCREW HOLES. DAMPER SHALL BE OPERABLE FROM FACE OF GRILLE. RETURN INTAKE OR TRANSFER AIR GRILLE WITH 30 DEGREE FIXED DEFLECTION BLADES ON 1/2" SAME AS D CENTERS. BLADES ARE PARALLEL TO LONG 24 X 24 STEEL WHITE DUCT SIZE NO LAY -IN N/A 0.10 30 TITUS 25RL DIMENSION. CORNERS SHALL BE WELDED. ON PLANS MOUNT DAMPER SHALL BE OPERABLE FROM FACE OF GRILLE. RETURN, INTAKE OR TRANSFER AIR GRILLE WITH 30 DEGREE FIXED DEFLECTION BLADES ON SAME AS E 1/2" CENTERS BLADES ARE PARALLEL TO VARIES STEEL WHITE DUCT SIZE YES SURFACE N/A 0.10 30 TITUS 25RL LONG DIMENSION. CORNERS SHALL BE WELDED. ON PLANS MOUNT DAMPER SHALL BE OPERABLE FROM FACE OF GRILLE. F TRANSFER DOOR GRILLE, V-BLADE BLOCK, 18 X 12 STEEL WHITE VARIES NO SURFACE N/A 0.10 30 TITUS T-700L AUX, FRAME MOUNT GENERAL NOTES: 1) REFER TO GENERAL NOTES. 2) REFER TO SPECIFICATIONS. 3) FIELD VERIFY ALL EXISTING CONDITIONS. RENOVATION HEX NOTES: RUN 3/4" CONDENSATE DRAIN TO EXISTING FLOOR DRAIN INSULATE WITH 1/2" THICK ARMAFLEX INSULATION. RUN REFRIGERANT PIPING HIGH AS POSSIBLE AND DOWN TO CRCU-1. (3 NEW LOCATION OF EXISTING THERMOSTAT. INSTALL NEW CONDENSING UNITS A MINIMUM 2"-0" AWAY FROM EXTERIOR WALL. SEE ARCHITECTURAL PLANS FOR EQUIPMENT SUPPORT FRAMING. 5 NEW AIR HANDLING UNIT ABOVE NEW CEILING. �6 LOCATION OF NEW THERMOSTAT. O7 DUCTWORK DROP DOWN TO BELOW CEILING. t l.r 7 e y�, a DRAWING NUMBER -101 DATE 1 08-19-02 Ram s I I I � � E I � � t• u , "V+'•, pry � i I� EXISTING PANEL "1,Hd1 n 4 i _ i [ t I '1 e _f i, t ,. EE ti E E l t t I « ._.___,.._....�...__,..-,..�_._.�,».,_.._...,,..__..-..._.,..,_.,....,... . .. 1. I . E 4 j a i I C i A e ,, G tx,C,.,.k 4nu .cur, m ,, ,,.>•7a •u:.,.T:,�w;.�:.,E �`-»F..::.... E j:....w.iy,:. xi -,..,..,...,,.: p:fii. .... -.....Y lr. i Y f. . i.. .._»,.,._.«.. ...,.., .l,G, i Y ' , 4 F 'i Ef I I f!f Ei :.u� . , If! i 1. j ; i f 4,{• � , i f I � � .• �. i � ,. f ,. � ! �T FR .�..l . am_.''._-v j.,,._,.�,.,.„,,fw ,_rw,_..—,',...k..n...,. :_�{i#..1..'»,..�{�i ,u.,.,i,�j[,. »v*�E:_:�w•w.,a..I1rC� .�.... '`un.< .. ., ,•.C...�.. I fy,4��{f}, "ttI�- �E�'i�P- ✓ ...,j•, ,M, j!fII �-.%.�-,•�..r.t,x,.. .x,� ;�w .Mr�.l,.�.:...,.x,,,,.o. w. a .•.�, „ �.,.r.,�.-. r�.[6 i;.iI^. E ��..r P.�f .......P ,.�. .: +5; _ .. EXISTINQ , ,k'.0 u 1PANEL 1 H 2n _.. ,L a . I ,t� f.+- y1 q°•_ ,w ( .�;{`fo;,r e�l,j-<r''� ..:! ✓.._,«....�_.,__.�m.,.______...;�...�i_.._....,....._.''�.;...,_._t.........: ....«...,.�w_..:,,�.,-,..„_..,._,j.._,�._...«_..,__..u, E i 1 R a^+R, { IN ali { t, S'7 E {r'�d �`„ i� `•, 1 i i E { �.�� a� r•u F{ � ,._.._,....,.f.. -.. ,...__._._,....... .__._. _. _«. __ .__,r_ sss .a ! J+ j 7 j E l II ....... 3 j I : s i i f..... .,..... I 1 � � a 490 i>..[.._;�xtw„sM1rv>.«.din ..us+,s�..,.«Y�:.,#as.^a,3Sd.. �,. v�.,e..,..: �,, .t �.Sa. .: _.___. __ _ y � S � r �� f�� �, .t^ 's .. _ .... f Fy x i; ..<,,,,a 1 C1 li f li tit ti t 1 j , 9 n i � y_ � 1 �..'"(f •'�.,4` )� �'', F �n0 " E ` L'k � 'i I ! E . ,..,........ ........:... •� 9.n i k f ���-t•r ,` II i ij ]�y{l, �,..C�ej f �1 ,� 'e.� �• // ' ,... ... ....-`,y a .,,., ....,.« rrC ... 9. i' SCALE: 1 "=20'-0" , i { I { ! E t`t f1 :,� E - F ` a i :I as� tr s rP I It ! i� ..,,_. yr i I i ! E i IT A 4 f E I i , . I •-• _ F 3 E i f! I Ei I IR p'><°., f s. ,,.,.. •_E-_ w,Gµ..,.. i.:: II.. .x i i !tj S ii , 3-. 1 (,,t• -.., ._. I zs .r �v.r., Y lie I ! I i { 1 OI SCALE: 1 /4"=1'-0" TO BELL i EXIST. PANEL 'SB' EXIST. PANEL TV EXIST. PANEL 'P2' XFMR '1LQ3' F. FIRE ALARM GENERAL NOTES: 1. REFER TO SHEET E-001 FOR GENERAL NOTES. 2. REFER TO SPECIFICATION MANUAL. 3. OUTLET LOCATIONS SHOWN ARE DIAGRAMMATIC IN THEIR APPROXIMATE LOCATION. PRIOR TO ROUGH —IN THE EXACT LOCATION SHALL BE VERIFIED WITH SANFORD AIRPORT AUTHORITY AND FURNITURE PLAN PRIOR TO BEGINNING ING ROUGH —IN. E HEX NOTES: CONCEAL RACEWAY AND OUTLET BOX WITHIN EXISTING WALL. �2 LOCATE OUTLET ON SIDE OF SERVER RACK. (D LOCATE UPS REMOTE STATUS PANEL ON 2ND FLOOR AT LOCATION DETERMINED BY SANFORD AIRPORT AUTHORITY. �4 ALL NEW OUTLETS SHALL BE CIRCUITED TO PANEL "UPS3". 5 NEW DOOR AND PARTITION INSTALLED BY OTHERS 0 TO FACILITATE INSTALLATION OF ELECTRICAL EQUIPMENT. EXACT LOCATION OF PARTITION TO BE DETERMINED IN THE FIELD TO MAKE BEST USE OF EXISTING CONDITIONS. O6 PROVIDE STEP DOWN XFMR, CONTACTOR AND BELL ALARM AS REQUIRED TO INTERCONNECT WITH FLOAT ALARM/SHUT DOWN CONTROLS IN HVAC UNIT DRAIN PAN. PROVIDE LABOR ABOVE ALARM WITH INSTRUCTIONS AS REQUIRED BY S«A.A.. O7 PROVIDE NEW HEAT DETECTOR IN NEW ROOM. CONNECT TO EXISTING HEAT DETECTOR IN EXISTING ELECTRICAL ROOM. EXTEND SAME ZONE TO THIS LOCATION AS REQUIRED. HEAT DETECTOR TO MATCH EXISTING. � p ti •� U � w J a W � W i CD C3 CDO r IYj CDO fl: a a Nelson Blankenship c0 W .1 O .w � �t w 0 � w QJ � •T C. F C w b @7 i� O rT H P4 �cl) �rT,V 1r�^ Vd 0 U z P4 P ZPq ® PA u Q PA r w ® Z DRAWN CH CHECKED JJB CAD FILE H092E101 222Vi DRAWING NUMBER E-101 DATE 08-19-02