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P Q JUNCTION fox \,// F!:,LNV,4K- CovE 2. .- - _- - c��, NOTE v I h \v 4 L 4 Cv C-C I, vc t t"I r1Q I i j M L1 i rj 1-1A ► I Iv 11 A ►1j Ion A � Zv/ 2 CkE� v I �-, � ice' # '% F) I A ("--- F\�7 A N� � I 2oe.�v s 2 SEET� I/N- j-T P\\/ l�? I N 2- 4 " 1=1 v c P'jOUn.1T�� 3K-� C u C4 tzoul L ac d.t'- rug. ►-ir MQI� I A CT CAO, IY4 Mai , �j 1�II� Al Z I # �/o Cu G am,, I1�,/? 0 I N ZTo -Tx _ Nr' ►c o►.c. 1 r� V/ i L � SCE = Di v ti �� 3 I ►N41 - - - - 0 -TU �AT:> MOUNTED G - '-77aQ d.-5F=orsram ?„ PvG Tl� - 4 II Tvc 5,7 NEMA : �.1�IIA 3� NF=M� 3� 3N F n �0E- j I�T0 RjV I RT+► 2 Z �� z \Vf n6 ROOF (c)n) ram) Ul> jZGU F� I I 4 4- l 4 4 L 4 E=- - 4- - \ I I .+SIG � oluti �-- - - - - - - -® - - - - - - -- ----- - - -_- -- - `- -� - - -- - - - - BLDG. BLDG. \ I(� 0 aBLDG. PUBLIX � �UQ LL 4 - NoUfC \ ` ^ sl�� BLDG. BLDG. ./ E A D 0 Key Plan \ NOT TO SCALE L C cc BUILDING C,E & F 3/32"=1,-0191 a Ia t C V Q Ll.l Z 1� ..j t- z o ctzcno _� a W OW:)Z H F- =WCE~..�y� aW U HI-12 H HI- f BUILDING C, E & F 3/32"=1'-0" I Q V �L H w �z J HI t� -Tyr=, c= _ qV - �P a i I f At I 1 ! I rl iJL Eq NL Ir Q _eo r � 72, NI r ❑ 1- IE I I z I i J - IZ �f �H 4 - I�cu�� I-I4 ti Q vla w w Q W z I � _ J BLDG. F Key Plan NOT TO SCALE gip, T r ;tea Comm. all �j .� c t BLDG. F BLDG_ l3 BLDG. PUBLIX C BLDG. BLDG. BLDG. E A D Key Plan NOT TO SCALE r- a �Y v4 A _L \I � BUILDING A � V rU� Z 0 cC2(no O Q w owmZ F- UJ IL) axw~p�= vx'w F— W— W O w F— U.a Z C7 0LL'03a�cc WF—w U U cn w Z cn (n zoWWZaJ J O>-mlX—oa w>-cn _ J w Mo.a W- m00WQF-� WUc) ozz oaz�t),:U ZW— —�OcnJ Iwo _W p W m cc J J�Z=aoa 0=� cccccc YZm 00L; zo >.3p zXZ}=0W 1.02 aw acne LLm— c� w v�3 » 0 - ZiW pJ �F- a 3 F- a Z c) Z it c'—a�CCwp mzmw 2 OZOZwF=W> wJU F— — cn w 0 CC MIL w p�� ^, awz xw t-10 =w cnow0w Oz a= m LL ac F- a Q F- a, a' ti 1 i � 1 J� c� cfl 00 Q LLJ o QL.Lj cLLJ �-o x a co Z U) Z z 0 A z o�A Wo Wa J � � --� m W Z A z"W 1 �- � A= W�w a. Re i (Als: E .4 Date: 9/12/91 COMM. 91150 1 4 -F c fit_) r BLDG. F 4 Key Plan z. NOT TO SCALE BUILDING A 3/32"=1' " iCe: U/11/V- �mm. 91150 IF44 M CU G 2p 12x C-L ILU�L� 0. 1 t67 E h T Ca5 I 7E7 L caL MAI" H/Alu Main, r:=,G \14 F r! CU, z s �75 4.tfz-so 7u\v at_ I►� Z- � Z/Z fv c- • it To b - 4- u►�l� MA1 u D✓ A F ! 9G1A I ? U/LDS v m/-AIt,l At-1 6.00 � F 6oUO A l ZU/ Zoo v 3� K)E"p 3z \v�ZlX�ez-2U411C \v t� F(o LT 4--�, T_ - - _^----- - - __ , _ �••�_ MATCH -"I-- LINE "B-B"I BUILDING B & D 3/32"=1'-0" z T0 3 f 74�,/ -oN— ( Q GU G fz c> 2 II I�vC D f S C \v 100A (-rI0DQ) NC►`Sir J2v/zoj5llv 3� 06,10 4 1 C, BLDG. F BLDG. PUBLIX C BLDG. BLDG. E A Key Plan zjo, NOT TO SCALE BLDG. D BLDG. B to z _O Q 0 mz(n0 OW=)Z ZWQFH-i�h h UW U a = W — Q — = F-WRMZ00 W LL z['03aZc v=w U.UVl ZOwWZa� WF- N3z o>-mm—pQ w}co J W _ h'=i-xcowZ w_ Sao O mmF-Wh=— �0U xoo=aha 000 OmZFUj.�U U- Q. cn - 00 J OZz Wm 0 ZW--QNWm =J p=� WIZ=aQa cn a�a~°6ccccc Yz2 �Uv3Wzo ZXZ>-=Ow � 3 = 202 Qw-Q0d0 U-c=nz z=�rLLI< 3 azozm ham N� J . =�UaF-�ZW mzm, pzOZD-uj> W-jU- W CC (ncrQW Zcr 0 hQ a.— =w w Owow Oz a= F- =a'sUmLLrr F-a ah QR) 1 Rf,--�visions: 1 E-6 . Ao �st,r Date. 9/1791 V- =� Comm. 91150 „ Fi I ` i-I j=ITZeF \\/ALL_ MATCH 'f LINE "B—B"I BUILDING B & D 3/32"=19-0" 4 (TY r-, CAL 7rT-C-: - 8 (TiT-I Cen6t) 0 ■NNI®wNNIMEN NIMEMENWi�■ ■ m KO�mOR= MOmAIM wr_:� ems■ ■m'�MENIMMMENIM uOMME IS Kim ON 'MOM AIM so"aimm■ ■ MANpm--mmMOmONmE7im■ ■ENIi!-dMORENIM ■ MA AIM Mei"" AIM mom ■ BLDG. F BLDG. PUBLIX C BLDG. BLDG. E A BLDG. 6 Key Plan a` NOT TO SCALE C L C F- Z O mzc~n0 a W OWMZ I- Zw�Hx�F- UZ W F—(A��Z0 LL .LL ou.03<Z- C�=w W ZmgE OWWZ<J W O>mm—pQ W>.W r-Mc _Xwwz Sao 20 Qw ww—O �OO W_<I.. w�v C7 0 0mZHU�V OZZ Zw-�yW_j J�0 J N Z i a W LL Z= co<_J mff YZ� DUU3 WZ0 >3: ZXZ> XOW 202 Qw dmam z LLcnz (ng Z2W a J F- F- u• W Q H Q 3 Qzozcc Wm_ Q(A_<�_mw mz mw OZO—wHW> w_j ww0 (aw(7M xa _t- =WQtnOWOW 0zam_ F— 2 ad m U m LL M f— Q Q F- h vV_ 1 y• h q co V 1 Z, Q t � .O. Q �J 0', �- Q C� U z arc z � o z A� a o EEO w Z� N� �o J T m V �: A � A > 0 `z J Revisions: E-7 j Date: 9/12/91 comm. 91150 6 TO N - 7 21000 B.T.U. - 21400 C. F. M . (0) 0. 10 S. P. ROOF MT'D. A/C - SEE EQUIPMENT SCHEDULE 0 8"� TYPICAL -INSTALL I IN LINE DAMPER -24"X 24" DIFFUSER 300 C. F. M . 4 WAY TYPICAL OF 8 TYPE A(24,X 2411) TOILET VENT FANS SEE EQUIP. SCHED. 4 BUILDING C,E & F 3/32"=l'—O" TO SANITARY SEWER -SEE SITE PLAN SEWER LI N E STUB OUT 5'-0" AND CAPPED / GATE VALVE. AND METER IN C. I. BOX BY OTHERS 3/411 MIN. - SEE SITE PLAN (N.I,C.) V 2`t V.T. R. ' I V I GATE VALVE AND BOAC INSTALLED I IN WALL M T' D. 5'- 6 �A V. G. 1 1/2" III 2" V.T. R. V �� I 3 ' PI - CAP PI 4 � I P2 o'j/ II/2' I� „ 2 V.T. R. P2 PI CAP I PI VENT THRU ROOF (V.T.R) P2 00000el* I 1 1/ 2 r P2 P2 PI —C AP PI P2 / 4" -rvnI^ w i orc%T MnnlkAC% SEWER ISOMETRIC VENTS V-1 THRU V-3. SCALE -NONE AIR CONDITIONING NOTE FOR A/C PLAN SEE THE BELOW UNIT SEE PLA N E - I SAME AS UNIT D -3� E-2 SAME AS UNIT D - 2`_ E-3 SAME AS UNIT D - 3 E 4 SAME AS UNIT D-2 E-5 OPPOSITE HAND OF UNIT D- 2 E-6 OPPOSITE HAND OF UNIT D-I BLDG. F BLDG_ ,. B a8LDG2 PUBux C F31LDG. BLDG. BLDG. E A D r- Key Plan z, C \ NOT TO SCALE Mechanical Desigo"C+IDd inc. t- Consulting Engineers r, _ 1166 Kapp I)riye r CleaXvater, FL 3,16-25 (813 4d 63 } Z UJI z o GCZVlO rn Z � Q W OWoz f^ QiWF-o-= t-UlaIZZ00 ox W �F-LL o �3 pQZ- amw V N =0ulLuZ W O>mC oa ran3z WJW F-Q�lC�V1Z W_ �40 O =po=aHQ W"Vts c� oQZ�C9�U u'aWFON- ozz I"wo ZY1--ooW cc J o=� �Nza =aaa a=~°�cWcor Yam OVU3WZo r3� Zx02 Z}xOW aW Q(j)acn 2x LL.ci>z E Zxw G-1 ►- r u. W a � Q <0-.4 WO mZm4' OZOZW�_W> W No NW C9x W,4jV� xa - m xW400uloW OZ (Lx �- xone)mLLm F-a ae- f . M. co Ai O LW L •.t ^,� (owl) .0 7 U C C� z z p. A c� w LL. v� o Z m co ^ � W WQ a a 0.z �• o w A Q m A Wawa a Revisions: mp- 1 Date: 9-i-3--7/ Comm. 4/6815 P11 � A P 2 SEWER ISOMETRIC ' sC, ?4X24it DIFFUSER 320CFM -4 WAY TYPIC L OF 5 TYPE �A 12[1 X 6 it 12" X 10" 4TON - 48,000 B.T. (c_i 0.1011S. P. ROOF SEE EgUIR SCHEI 16"x 10" .2''X 10 1111 12 X 6- V G 9AsY 7A11 nipi:iigp7p A7r%rp A - 4WAY MATCH LINE "B—B"� cc BUILDING B & D 3/32"=1'-0" 0 z L r IN t_ r V l r r w li L I\ 400CFM - 4 WAY TYPICAL OF 5 TYPE OA TWO (2) -71/ 2 TON — 90,000 BTU - 3,000 BTU (a) 0_ 10 It 0It S.P. ROOF MT'D. A/C -SEE EQUIPMENT SCHEDULE AIR CONDITIONING NOTE: FOR A/C PLAN SEE i Fill BELOW UNIT SEE PLAN D-4 OPPOSITE HAND OF UNIT D-3 D -5 OPPOSITE HAND OF UNIT D -2 D-7 SAME AS UNIT D -6 D - 8 SAME AS UNIT D- I NOTE: ALL DUCT TRANSITIONS SHALL BE FROM THE BOTTOM OF'THE DUCT. BLDG. F BLDG. PUBLIX C BLDG. BLDG. E A Key Plan BLDG_ B z� Cr NOT TO SCALE Mechanical Design Concepts, Inc. �'- • Consultlrls �fl�'i j�gitda� s ClearwSleF � (813} r rL o flcZt-p Q w ownz t~- <XW'm`2z W F-wKwzOO U.HLL LL Za3a?- 3xw O UN ¢ wF- ZOwNVa� y3z o�0a?oQ =JW t-oc�x�v�i rao aw ww-O O coow<F_ - "'vU OwZHU�V GZZ wa�F0 LUG G =41—nyWm Q.j a�aF"44LU zcc M le zm o0o3ujZ0 >.3S Zx=}=Ow 202 Qw^-QNacn x— Ouico3LLM:) acnz Zxw ❑-j w2 1-h-�'LLwa t'Q 3 QZ ozm `�cn L aN—Q j-Tw wz W w ozo WP--UJ> WJ U� WNo�WC7� To. ~ �oC (1) Z CC twn �- o _J =w o0WOw Oz aS F- T ad n U Co u- cc �. Q � err` •� O 1 L -•— ..< . 0 U a O a z z �a a. A o 0 W z W od o�Q J � a A Q A � a Revisions: OUTLINE OF SUPPLY 4 RETURN AIR DUCTS E LAR BARm, 6', so - OVER CENTERS, WELDED TO FRAM t EA. OTHER COORD iNATE THE SIZE 4 LOCATION OF CURBED OPENINGS DUCT PENETRATION OF BARS: NOTCH DROP FROM ROOFTOP - SEAL W/ "UNITED DUCT SEALED" AND iNSULATE BARS b" OUT W/ FLEXIBLE FOAM INSULATION SUPPORT FRAi"1E FOR BURGLAR BARS: MAY BE PART OF CURB °SUPPORT OR MAY BE SEPARATE FRAi'1E FLEXIBLE CONNECTOR- "E)URO-DYNE" OR EQUAL MOTE: THE ACTUAL DESIGN OF THE SUPPORT FRAME SHALL ADAPT TO THE ACTUAL ROOF STRUCTURE ( BEAMS, JOISTS, CHANNELS, ETC.) ON THE PROJECT. OUIUNE OF ROOFTOP UNiT FACTORY CURB FACTORY CURB ROOF -TOP UNIT- BURSLAR BA RETURN DUCT-< , , SUSPENDED CEILING STRUCTURAL STEEL SUPPORT FRAME BENEATH AL. L PORTIONS OF THE FACTORY CURB - SUPPLY t RETURN AiR DUCTWORK BURCxLAR 545Z:DETAL LI.=2` ~i`�-•_ = -- - i 1 _-/---C /I 1- -z= t'--��IC�='�=�; c_O•\G�-=�. `/�-�=O�S Cam:\� BO/;_, I.� G0\, DI EC--==D SIB-0\ 71 SHOP = S - -Y. C. . CO -�. I�--02Y, = .,C-7 _L�^.0 C _N =��= Yam= tli`_ 1. iE3I\G CC\ C T O2 SV I S 1 SI-_ =2!C2 TO '13,\1I1_3S10\ 0;:: A E30 TO ' i t-.: ILI IES AS DI C2=:DIL =S TO T 1-` TO 30. ?. `flAID T E AND `/_�` P-P NG S' -- E3= SC�--`D` L = 40 z J.C. 71i _ J - P, ,-I 7 E::2N -1 INGS. 3. ALL V`JA T E2 PIPING S�,._L `B` TY�= "L' CO�='=2 = Ili- SO'_�2�D COI\-S. 4. s_OP 7J4;ST` LINES A\D OVE:Z I/3" �_� =007. LI\- 4. S�A_L S-OP= A I/4' PEA ; OOT. 5. INS`JLAT` 4�L DO�tiI=STIC SOT V'J� `=2 ?;P \G /`I!-, 1/�' ✓I�-L' c. �20\/IDE IS0L A-�IO\ v�. JES AT �__ FIX��.2_S. 7. P20v11DE B�_OCQNG SLP�02 T AT 4_'_ S. INST A_LA T ION SSA__ CO%IPLY fli-� 4__ 4PP_IC/.3'-= CODES, LA /IS A\D 02DIN/ \C'S. 9. P_! �i� i��i�,G CO'\'i2AGT02 S?1- __ C002��..r 'c �._L V=\TJ I E-,2'� 200- /I! - ROOr=-iNG CONT2�C702. IC. DE'114-.TICN F20\1 %I/' 14 s. ti1ET: �oDs, 02 P��0CEDL:2-S S:-:::: O; k1JS7 B` 4-PP20'✓_r-D, IN 1/11217, ING, BY" - -- -:\ P2102 0O 50 ' '3VISSIOIN. L I E C�a E N COLD VIA i E;� - SANI . A?Y SAKI. IVHN7---------- FLOO,,-D CLEA.;NOUT 0 =CO 1 G�A.DE CL=-/-,N0i_j7 0 GCO 4 r co:) """ o / e ROO�� MA MANFACIU(�R ROOF CURS RTU-1 GARRIE � RTU-2 1 RTU-3 RTU-4 SUPPLY DUCT � RTU-5 _*JWS-501 NOTE: PROVIDE ACCEPTABLE 00 F - 7= IP U N T 8 0 H EL'-7-) MODE CFM �__ � Im COOLR NC� BNN �Ar� (KW/VOLTS) FA -AN DATA NO. FLAIEAII-I.P. INDF?N DATACOhpf�E560RDAT FL NO. RL ��EGiRIGAL DATA DER MOLp. OPER IUEIGN7 J004-501 1200 35,000 6.5/208 6.8/208 120 160 1 I 1.9 I 1.9 I/3 2.8 I/2 3.8 1 6 10 I 18.1 208/13IDY. 3PH. 93 193 30 30 550 560 DJ005-501 160 48,000 J006-501, 2000 59,500 12.1/208 200 I 1.9 3/4 4.4 1 I 19.2 93 50 580 ,IOma01-50 2400 11000 1b/208 2401 I 1.9 1.0 4.0 I * 22b 18.1 do 640 3000 90000 12.ID/Zm8 J300i I 3.1 1 1.5 58 12 A 132($0 f 18-1 50 1898 SINGLE POINT ALTERNATE: CONNECTION 7RA�E. _ KIT FOR ALL RTU'�. DIAGRAMATIC DUCT TAKE -OFF DETAIL. tom• TO SCALE - - - - - NOTE: THIS DETAIL 1S FOR PIAGRAMATIC PURPOSE'S ONLY AND IS INTENDED TO SHOW THE 45 DEGREE TRANSITION AWaLE BETWEEN DOWN DUCT OF RTU TO HORIZONTAL DUCT R.N TO CEILIWs SPACF-THIS iS DONE TO ACHIEVE BETTER AIR FLOW. - T-BAR CEILING SUPPORT EB'ATH FANN LoETAL wrTOSCALE MA MAMFAiC1URER MODEL A EF-I JGREENPECSP-(o EXHAUST DUCT WALL CAP �- CE i L ING ,---- OUT S i DE WALL - t GASKET LUEATHERSEAL: BY MECHANICAL CONTR. ROOFT . , REMOVABLE GAP: 1~OR ` UP lu CLEAN -OUT OF THE TRAP t DRAIN LINE DRAIN P - TEE CONNECTION REMOVABLE CAP W/ i/4"RND HOLE - Lj DRILLED iN CAP. FOR CLEAN -OUT, VENT OF DRAiN PIPING, AND '_•` OVERFLOW OF DRAIN PIPING ®UCt •� •'' --.- DRAIN PiPiNG: ONE SIZE LARGER Ti--AN UNIT 4- CONNECTION AND TRAP. Ll L - ROOF INSULATION L___ ROOF DECK Z- FACTORY CURB ERPLASHING P STRIP DY MECHANiCAL CONTRACT®R R.T.U. C IX®EINSATE Lr)FETAOL - N.T.S. THERMAL iNSULATIOh+-j, OVER THE TOP OF THE DIFFUSER SUPPLY AiR j i FLEXIBLE DUCT ' HUWG CEL iNG 1� CEIUN� Lr.))BFFJSER DETAIL XTA "mo1"wurc mm"m a vr. SCHEDULES, NOTES 6 F,)E74ILS. FAN SCm"EDULE TYPE cPJ'1. RPT1. S.P AMPs H.P VOLTS PW18E ,accEssoRlEs EXHAUST ld Ir--.IDO .28 .i5 ---t 120 I MODEL WCSP-b WALL GAP AUA D DS�G�O o U��K\j SCLC�DD uLE MART MANFAC7URER MODEL NLIMSER SIZE GFM NECK LOCATION ACCESSORIES A AIRCsUIDE AVP-T-SR 24"X24" $ffPL,W SffPUW CEILINGUA41TE FINISH B RF-2-05 2411X24" G RF-2-G5 24"X48' SIZE THROW / cFM �NECK/FLEX CONNECTiON SI��- 1 C! 1�7-- �CEILING SUPPLY DIFFUSER � VOLUME DAMPER CEILING RETURN- FiRE DAMPER EXHAUST FAN SMOKE DAMPER V�f THERMOSTAT RIGiD SUPPLY DUG --- FiRESTAT �� FLEXIBLE DUCT mmzmmm SiDELIALL RETURN GRILLE E-+-� SMOKE DETECTOR R E 5IDEWALL SUPPLY GRILLE FLOW DIRECTION -�-> NOTE: NOT ALL SYMBOLS APPLY TO THiS PROJECT. GENECIRAL NOTES:. 1, DUCT 61ZE6ARE CLEAR, INSIDE DIMENSIONS. VERIFY 4LL DIMENSIONS AND LOCATIONS PRIOR TO FABRICATION OR INSTALLATION. ALL DUCTWORK SHALL BE TYPE WO FiBERGLASS, 1.5" THICKNESS TO CONFORM WITH FLORIDA ENERIGY CODE REQUIREMENTS, EXHAUST DUCT SHALL BE SHEET METAL. 2. ALL FLEXIBLE BRANCH CONNECTIONS SHALL HAVE A MANUAL VOLUME DAMPER INSTALLED AT MAIN TRUNK FOR BAL ANC ING PURPOSES. 3. ALL SYSTEMS 2000 C.F.M./ OR GREATER, SHALL HAVE A 125 DEGREE F. FIRESTAT INSTALLED IN THE RETURN GRiLLE(S) OR DUCTWORK, CONSULT LOCAL CODES AND ORDINANCES FOR FURTHER REQUiREMENTE,. 4. ALL ROOF AND WALL PENETRATIONS SHALL BE SEALED BY THEIR RESPECTIVE TRADES. 5. CONTRACTOR SHALL PROVIDE SiX (6) COPIES OF ALL SUBMITTAL DATA FOR APPROVAL. ro. DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FCRTH HERIN MUST SE APPROVED, iN WRITING, BY ENGINEER PRiOR TO SUBMISSION OF BiD, ORDER, FABRICATION OR INSTALLATION. ANY AND ALL QUESTIONS AS TO THE INTENT OF, OR PROCEDURES SET FORTH iN THESE DRAWINGS, MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SU5MiS510N OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF PLANS SHALL NOT JUSTIFY ANY CLAIMS OR EXTRA COMPENSATiON. 'I. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAUDS, CODES, AND ORDINANCES. IGNORANCE ON THE CONTRACTORS PART SHALL NOT RELIEVE HIM OF HiS DUTIES. 8. HVAC CONTRACTOR SHALL COORDINATE EXACT RTU LOCATIONS WITH STEEL CONTRACTOR PRiOR TO ORDER OR INSTALLATION OF EQUIPMENT. S. HVAC CONTRACTOR SHALL COORDINATE ALL LOCATIONS WiTH OTHER TRADES iN A f'RE-CONSTRUCTION MEETING PRiOR TO ANY FABRICATION OR INSTALLATION. s �SPACiNCs purr COPPER 1•�� EXTRA LAYER OF ROOF ! NG - f PVC PIPE STRAP: FACTORY FABF;?jGA ED, FASTENED TO WOOD °xJPPORT W/ GILL V. WOOD 5C FRE WS SLOPE W/ R 7 ROOF INSULATION REDWOOD BLOCK: i" THK. METAL DECK ROOF CONDENSATE DETAIL Mechanical Design Concepts, Inc. .m & sw.. r-- z C)ccZcno O Q w Owmz F- •awU F�- axw-p-= v=w F-cnamzOO tiF-LL zzzo-<z- U=w U cn W F- UpwcnciaJ a3? J (n O}mm-m< WJW QwOww-p I- a. moow<F-F- W�U OmZF-UFU OZZ w-'pmWm mJ JNZx (Z a JQ~�mm YZ2 OVU3WZ0 >-3O aW? an >-=OcWE02 =- LL cn _ _Z Z=w�LLp-� O�� dZOZ[¢t J aLn-aFmwo mzmw pz0HzF=-W> wJU2 F- - to W 0 M = a - T (nW ZCcCrW F-In =w (n Owow Oz a= F- 2 ad m LL m F- Q Q F- .__.. oC Q LLJ._ o uj (J' `� _'z :� J (f _: L .. 0 ;A , z 0 Ci) A w a w •W = a a q -J w A � z Revisions: I I ADD 2- #5 BELo\V PUS 1 X 8/A ABOu E, ADO (2) * S 8 _ L0W 1 i B EA/A ABOVE, _ _ -- r--� _ r---� ,---" --------L --- ,---- I ' Ir II r l i a I • I I I I ' ----_-------- Fj ►1 1 � �_ /2 EXP. J T• I I I l i " — —� � � I/� ' `III I I I I I IJf COL5, LL - — I _ _ -L-s Z-1 �- -� L_5-----L_J-- -- - o — = z_� / -- F4 -� — 2 _J C 5 _ I F31---I � F2 r , F2 F3 r- F4;Y�l - Y -- - -+ fi - - - CS ' "' C3L �C3 C4• L J C 4 C 3 C.3 C 3 C3 �► 3'• 4� / i 24. - 7" �l' 25'- �� 251_ G11 I_ - - - -- - --- - ---- 25 � I9- I" EXP, J T. G I RDR TR v��'J 14) (15 STL, SEA/A REA C710 s,1 (xZ). • DEAO LO AD = 42 3 5 # • L N E LOAD = 2 7 25 it (x2) DEAO LOAD = 8400 LIVE L0^0 = 4S�= 4 Cx2) DEAD LOAD = 117019 LIVE LOAD= 900* L c Ze Cl! -- Cbi.lOKI Sp 4/9 �. III' 12 X 2 Co 71 90 m NOTE PJBL 1 X COLUH0v5 ARE h107 TO C0NJ'r1NUE ABOVE ll\B• 5 PUB`Ix B/�) 20 21 FOUNDATION PLAN. SCALE *. 3/ 3 2"= I'- O,1 I. TAP OF FTG, ELEV C- i ►'- 4'', 2 Stt SKT, S I r �R SOOTING COLv/nI� SCNEDvL�:S � L2 iE ,�EAI� Ha� I�ZP 5E �o � � o 15T o C�1oR c� 22, - 1_-►'/2" 1(+ 224I- q'/21I T- R) I II B70= t 2 3'• ►Ilan► W ` t 1 i. �t I� .2�� Ni2x19 C 3 (o _ \V 12� X 19 4" I g'- ► ► " I 24'--7 4 15 STL, SEA/A REACTION (x2) • DEAD LOAD = 3.92 A • LIVE LOAD = 2.9 4 1o, UNIPORIA /AASOwRY L OAO = 800 P L F IG) (17 — loss mommumm \V 12 )k I q \ 12 x 19 \V 12 x 19 \V 12 x 19 C� 13 -Co'') C+►3�-Ca") Ct ►3`-(�'') Cw 13�- �„� 13 231- Co25�- �'' 251- �'1 5� 25L Gu rlA S (o PRE- Er`IG1�lEF►=?t�D IvD, TRv��ES @ 2'- O " O. L, /AAX NET WINO UPLIFT = 18 PSF UN•11FORIA C-AtilOP*f Rooms JST, A►,lp �nAso>vR� LOAOS • D�AQ LOAO = 1250 PLF • LI4E LOAD = 35b PLF ROOF FRAMING PLAN. SCALE: 3/32" = I'-O' 22) (23 T`*PICAL RJO = REALT 10�1 c @ EA. OP ROOr J5T5 • DEAD LOAD = (o00 La • LW E LOAD = 32O L?L • �v'ND JPtIFT = 40D Lam. I. ROOF DECK TO 15E 1 i211) 22 GA . PA} NTEID TYPE 5- 5EE STRu CTURAL 5PF-CIFI CATIONS FOR A77AC; IMEN7 2. NET WIND UPLIFT - IS p 5 F 3. SEE PLAN FOR CANOPY LOADS IIAPARTED Oh! PUBL►X STRULTiRE, 24 a C. ROOF:, jolwiir LOAD ►NCB • DEAD LOAD = 250 PLF • LWt LONO - 20D PL1= :Jt/A, 3 59 J, B. = + 22 - 9 I/2i T, O vV. = + 25' - 0'� j- _ C8 12 3 ((0) toKIsPcr r \ -- - — - - �c - - 1V�1 x21D L", J•B, = 23� - 1 �I4A ' (t Z�• Z�/2"� �,� ,L �� ' rLIN z i \v 1 x (+ 22' • 21iz") I `� �,+`� ; \v 12x 19 (+ -b) \v12919 2� I (+ 1.31. 241_111 I 19'-1111 4' 22 ) ( 23 IA 5(O 24 UN 1 OR/A CAKIOPY LOADS (INACLUD►NG CANOPY LOAO FRO/A PURL I X ROOF' J015T5) • DEAD LOAD = 3 ►O PLF • LIVE LOAD = 180 PLF 25 %QD r. j-r, JN1 i FOR/n ROOF JO 15T CE►L��►rJ TRUSS LOAD L � • DEAD .LOAD = 220 PLF • LIVE LOAD = 120 PLF BLDG F Key Pl.),n N 0 r TQ San 1 m V) z 1- W OW:)Z F- a X W O = F-(Aa¢ZUO LLF-ILL oz- Gm' U U. L) (n 1 a ~ Z OwUJI QJ tn3- _ O J w 1-Mi_Xwoz lao w- O Qpp=Q1-Q wVU C7 o OgZ�_Uf-U OZZ u'a`n�Ov�_, .WME 2w _O(wm CCJ J�Z=QC7a O=M Z am J cc m Y Z � avU3WZ0 }3n ZXZ}=Ow 1.0� Qw QcnaN LLWz caw 03 LL » O N - Z2w a_j -h F- >- LL LU Q F- Q 3 a�0z¢ `ncn� Qcn_al-ccwp mZmw UZ Z�Zw Q G� OZO-w�_w> wJU- WU) uj0cc =a-~ cnCCawzQccW 1-QQ- =w cnOwOw Oz a= 1- = cif O U aD LL cr ►- Q Q 1- Lr)N cLLi N,o LIJ �N I �v) z , 0 �N • z 4v v 0 1 Q� �� V vj z CIO iD Z o 0 NU U N cy. QJ z Q O Q L I Lij C L QZ amQ IZI,w (-n Z; C-J) L cz Q C., < .4- :...... CO x O z O U z 0 z Q O z O W Q Q � w hT4 �. z W 0 A Q� �T4 L)w` Xa JLL coo MQ t am cmcIL.-- -il 'r STRUCTURAL SPECIFICATIONS MISCELLANEOUS 1. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 2. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. • 3. APPLICABLE BUILDING CODE: STANDARD BUILDING CODE, 1991 EDITION. 4. DESIGN LIVE LOADS: AREA SUPERIMPOSED LIVE LOAD FLAT ROOF 20 PSF SLOPED ROOF 16 PSF AREA SUPERIMPOSED DEAD LOAD FLAT ROOF 22 PSF SLOPED ROOF 28 PSF 5. DESIGN WIND VELOCITY = 100 MPH 6. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE STANDARD BUILDING CODE, LATEST EDITION. 7. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITEC- TURAL DRAWINGS. 8. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. 9. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. ALL SUBMIT- TALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE SPECIALTY ENGINEER, WHERE SPECIFIED HEREIN. 10. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF. 11. CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED. SITE WORK 1. A PRELIMINARY SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT SITE BY JAMMAL AND ASSOCIATES, INC. (PROJECT 1 768- 15068). SOIL BORING LOGS AND SITE PREPARATION PROCEDURES ARE INCLUDED IN THE PROJECT SOILS REPORT, DATED MAY 8, 1991, WHICH IS AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS. 2. CAUTION! JAMMAL INTENDS TO ISSUE A SUBSEQUENT FINAL SOILS REPORT THAT MAY CHANGE THEIR PRELIMINARY RECOMMENDATIONS. 3. ALL SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE FINAL PROJECT SOILS REPORT. 4. DESIGN SOIL BEARING PRESSURE = 2,500 PSF. 5. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: a) ONE DENSITY TEST FOR EACH 1,500 SQUARE FEET OF COMPACTED SUBGRADE AND COMPACTED FILL. 6. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 7. THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL , CLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED. CAST IN PLACE CONCRETE 1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COM- PRESSIVE STRENGTHS AT 28 DAYS: a) FOOTINGS, SLAB -ON -GRADE, SLAB FILL ............ 3000 PSI b) FORMED CONCRETE BEAMS AND COLUMNS.............4000 PSI 2. CONCRETE SHALL BE READYMIX PER ASTM C94: a) PORTLAND CEMENT - ASTM C 150 b) AGGREGATES - ASTM C33 (3/4" MAX.) c) NO CALCIUM CHLORIDE d) AIR ENTRAINING - ASTM C260 e) WATER REDUCING - ASTM C494 f) FLYASH - ASTM C618-78 CLASS F (20% MAXIMUM) g) WATER - CLEAN AND POTABLE 3. REINFORCING STEEL: ASTM A615 GRADE 60. 4. REQUIRED SLUMP RANGE = 3" TO 5". 5. WELDED WIRE FABRIC: ASTM A-185. 6. MOISTURE BARRIER: 6 MIL POLYETHYLENE. 7. CODES AND STANDARDS: ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS." ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING." ACI 318 "BLDG. CODE REQUIREMENTS FOR REINF. CONCRETE." ACI 3i5 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 8. MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE. 9. PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REIN- FORCING IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS. USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES. 10. ALL BEAMS, AND SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 11. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. 12. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC..., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR. 13. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 14. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: a) APPLY A 30% SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE WITH ASTM C-309. b) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301. 15. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK, SHORING, AND RESHORING. DESIGN SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER. 16. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON SITE: a) CYLINDER STRENGTH TESTS - ASTM C39; ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS. HOLD THE FINAL OYLINDER IN RESERVE. b) SLUMP TESTS - ASTM C143 17. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 18. REINFORCING BAR COVER: a) FOOTINGS 3" b) COLUMNS 1 1/2" c) BEAMS 1 1/2" d) SLABS 3/4" (INTERIOR) 1 1/2" (EXTERIOR) 19. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME. 20. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED. 21. PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES. WET FORMS BEFORE PLACING CONCRETE. 22. ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS. 23. REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING IS VISIBLE. CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF EXPOSED REINFORCING. 24. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS. 25. CONTRACTOR SHALL FURNISH **** TONS OF #5 REINFORCING BARS DELIVERED TO THE JOB SITE IN STANDARD LENGTHS AND FABRICATED AND PLACED AS DIRECTED BY THE ARCHITECT. THE UNUSED MATERIAL SHALL BE REMOVED AND CREDITED TO THE PROJECT AT THE CONTRACT UNIT PRICE. 26. PROVIDE CORNER BARS AT ALL WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS. 27. SUBMITTALS: a) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUC- TION, INCLUDING BACKUP DATA IN ACCORDANCE WITH ACT 301 CHAPTER 3, METHOD 1 OR 2. b) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOW- ING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. 28. ALL BUILDING AND SITE SLABS -ON -GRADE SHALL BE AT LEAST 4" THICK, REINFORCED WITH 6 X 6 - W1.4 X W1.4 W.W.F., ON 6 MIL VAPOR BARRIER WITH SAW -CUT CONTROL JOINTS 20'-0" O.C. EACH WAY. SEE PLANS FOR CONDITIONS. MASONRY 1. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, GRADE N, TYPE II. a) f'm = 1350 PSI b) NET COMPRESSIVE TEST STRENGTH OF UNITS = 2000 PSI. 2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476: a) 2500 PSI AT 28 DAYS. b) 3/8" MAXIMUM AGGREGATE. c) 9" SLUMP. 4. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT 8'-0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/4" FROM MASONRY AND NOT LESS THAN ONE BAR DIAMETER BETWEEN BARS. 5. VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS. FILL CELLS WITH COARSE GROUT AS SPECIFIED. 6. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 7. REINFORCING BARS SHALL BE LAPPED 30 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. 8. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 9. HORIZONTAL WALL REINFORCING SHALL BE 9 GA. LADDER TYPE DUR-O- WALL (OR EQUIVALENT) AT 16" O.C. 10. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REIN- FORCEMENT IN THE LAPPED DISTANCE. 11. MASONRY GROUT LIFT HEIGHT OPTIONS: a) 4' HIGH LIFT WITH NO OBSERVATION HOLES. b) STORY HEIGHT LIFT WITH OBSERVATION HOLES. SAWCUT 4"X 4" OBSERVATION HOLE IN THE BASE COURSE OF ALL REINFORCED CELLS TO VERIFY GROUT PLACEMENT. 12. STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN. 13. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. 14. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT 32'-0" O.C. UNLESS NOTED OTHERWISE. 15. MASONRY INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH ACI 531-4.6. IN ORDER TO QUALIFY FOR FULL DESIGN STRESSES. 16. PROVIDE 81'x 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING = 811. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION, EXCEPT CHAPTER 4.2.1, CODE OF STANDARD PRACTICE. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. ALL WELDING SHALL BE PERFORMED USING E70 ELECTRODES. 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. USE BEARING TYPE BOLTS WITH THREAD ALLOWED ACROSS THE SHEAR PLANE. 4. VERIFY THE EXACT SIZE- AND LOCATION OF ALL FLOOR AND ROOF OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS. 5. ALL STEEL MEMBERS SHALL RECEIVE ONE COAT OF GRAY STANDARD SHOP PAINT EXCEPT AT THOSE AREAS TO BE FIELD WELDED. TOUCH-UP IN FIELD AS REQUIRED. SEE ARCH. FOR PREFERRED COLOR. 6. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS. a) VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS. 7. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 8. STRUCTURAL STEEL SHAPES, PLATES, ETC. - ASTM A36. 9. STRUCTURAL STEEL TUBING - ASTM A500 GRADE B. 10. ANCHOR BOLTS - ASTM A307. 11. NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON APPROVED SHOP DRAWINGS. 12. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WELDS, BOLTS, ETC., AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING. OPEN WEB STEEL JOISTS AND JOIST GIRDERS (NOTED "JOISTS" HEREIN 1. STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. 2. STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AISC STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS K-SERIES. 3. SEE STANDARD JOIST SPECIFICATIONS FOR CAMBER REQUIREMENTS. 4. VERIFY THE EXACT LOCATION AND WEIGHT OF ALL MECHANICAL EQUIP- MENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF JOISTS . 5. ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC., TO BE SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST. IF HANGERS MUST BE LOCATED IN BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENER AS INDICATED IN DETAILS. ALL HANGERS TO BE LOCATED AT THE CENTERLINE OF THE BOTTOM CHORD MEMBER. 6. JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND BRIDGING FOR THE NET WIND LOAD UPLIFT INDICATED ON THE DRAWINGS. PROVIDE UPLIFT BRIDGING AT FIRST JOIST PANEL POINTS ACCORDING TO S.J.I. 7. WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, A BAR JOIST WITH BOTTOM CHORD EXTENDED SHALL BE FIELD -BOLTED TOP AND BOTTOM TO COLUMNS TO PROVIDE LATERAL STABILITY. 8. JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE DESIGN AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFI- CATIONS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. 9. RIGID X-BRIDGING AS SHOWN ON THE PLANS SHALL BE BOLTED OR WELDED AT THE INTERSECTION OF THE TWO ANGLES BETWEEN JOISTS. 10. JOISTS, JOIST GIRDERS, AND ACCESSORIES SHALL HAVE ONE COAT OF GRAY STANDARD SHOP PAINT MEETING THE MINIMUM PERFORMANCE REQUIREMENTS OF THE LATEST SJI SPECIFICATIONS. 11. SEE PLAN FOR ANY CONCENTRATED LOADS OR UNUSUAL CONDITIONS. 12. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING JOISTS, BRIDGING, AND ALL CONNECTIONS. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. 13. JOIST DESIGN ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS. METAL DECKING 1. ALL METAL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 2. METAL ROOF DECK SHALL BE 1 1/2" DEEP, 22 GA., INTERMEDIATE RIB TYPE B AND GALVANIZED. 3. FASTEN ROOF DECK WITH 3 PUDDLE WELDS AT EACH SUPPORT PER 36" WIDTH AND 1-112 TER SCREW AT MIDSPAN OF SIDELAPS. 4. INSTALL ALL DECKING 3 SPAN CONTINUOUS. 5. USE WELD WASHERS FOR ALL DECKING 24 GA. AND THINNER. 6. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDING END WELDS, SEAM WELDS, INTERMEDIATE WELDS, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC. COLD -FORM STEEL FRAMING 1. ALL STEEL FRAMING SHALL CONFORM TO "THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION, BY THE AISI. 2. WELDED CONNECTIONS SHALL CONFORM TO "CODE FOR WELDING IN BUILDING CONSTRUCTION, D1.0" BY THE AWS. 3. ASTM A-568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR STEEL, CARBON AND HIGH STRENGTH LOW -ALLOY HOT ROLLED SHEET AND COLD ROLLED SHEET. 4. ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHT GAUGE STEEL FRAMING INSTALLATION. 5. WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES INDICATED FOR A FIRE -RESISTANCE RATING, INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES HAVING JURISDICTION. 6. PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND DAMAGE. DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE. STORE OFF GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF COVERINGS. 7. WITH EACH TYPE OF STEEL FRAMING REQUIRED, PROVIDE MANUFACTUR- ER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM. 8. FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A MINIMUM YIELD POINT OF 40,000 PSI FOR STUDS, AND 33,000 PSI FOR RUNNERS; ASTM A446. 9. SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER. 10. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COM- PLYING WITH ASTM A525 WITH A G60 COATING. 11. PROVIDE MANUFACTURER'S STANDARD STRUCTURAL "C" SHAPED STEEL STUDS OF SIZE, SHAPE, AND GAUGE INDICATED, WITH A NOMINAL 1-3/4" FLANGE AND MINIMUM 1/2" FLANGE RETURN LIP BY UNIMAST, INC. OR PRIOR APPROVED EQUAL. 12. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. 13. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH. ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE ANb TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 24" O.C. SPACING FOR NAIL OR POWDER -DRIVEN FASTENERS, OR 16" O.C., FOR OTHER TYPES OF ATTACH- MENT. PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS. 14. WHERE INDICATED ON THE DRAWINGS, PROVISIONS FOR STRUCTURAL MOVEMENT SHALL BE PROVIDED TO PREVENT TRANSFER OF STRUCTURAL LOAD OR MOVEMENT TO STUD SYSTEM. 15. FRAME BOTH SIDES OF EXPANSION AND CONTROL JOINTS, AS SHOWN FOR THE WALL SYSTEM, WITH SEPARATE STUDS AND DO NOT BRIDGE THE JOINT WITH COMPONENTS OF THE STUD SYSTEM. 16. WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. 17. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED. 18. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHMENT, OR BOLTING. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED. 19. WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PER- MITTED. 20. SPLICES SHALL NOT BE PERMITTED. PRE-ENGINEERED WOOD TRUSSES 1. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF TRUSSES AS "WOOD TRUSSES". 2. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 1986 EDITION, PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI- 85", PUBLISHED BY THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE SPECIFICATIONS. 3. THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE INSTITUTE'S "QUALITY CONTROL INSPECTION PROGRAM" OR EQUIVALENT. 4. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING; LIVE, DEAD, WIND, AND CONCENTRATED. SEE MISCELLANEOUS SECTION FOR LIVE LOADS. 5. DURATION OF LOAD FACTORS: ROOF DL+LL+WL 1.33 ROOF DL+LL 1.25 6. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. b) ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. C) ADJUSTMENTS TO ALLOWABLE VALUES. d) REACTIVE FORCES AND THEIR LOCATIONS. e) BEARING TYPE AND MINIMUM BEARING LENGTH. f) DEFLECTIONS. g) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION. h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. i) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. 7. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 AND LIMIT TOTAL LOAD DEFLECTIONS TO SPAN/240 UNLESS SPECIFICALLY NOTED OTHERWISE. 8. FIRE RETARDANT WOOD IS NOT ALLOWABLE. 9. WOOD TRUSSES SHALL BE DESIGNED SO THAT NO HORIZONTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOADS. NO SLIP CONNECTIONS ARE ALLOWED UNLESS OTHERWISE NOTED. 10. WOOD TRUSSES MUST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND TYPE OF STRUCTURE FOR WIND, MUST BE SHOWN ON THE SUBMITTED SHOP DRAWINGS. 11. CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 GRADE MARKED LUMBER AT LEAST 10' LONG, WITH 2-16d NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS. 12. CROSS BRACING IS REQUIRED AT MINIMUM 10' O.C. UNLESS NOTED OTHERWISE. LOCATE CROSS BRACING AT OR NEAR THE BOTTOM CHORD BRACING. INSTALL CROSS BRACING AT EACH END AND AT 20' O.C. ALONG THE LENGTH OF THE LATERAL BRACING. CROSS BRACING IS ACCOMPLISHED BY ATTACHING DIAGONAL WEB BRACING TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS. SLOPE CROSS BRACING IN OPPOSITE DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CROSS "X". USE A MINIMUM OF 2 X 4 GRADE MARKED LUMBER WITH AT LEAST 2-16d NAILS AT EACH CONNECTION. 13. TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. 14. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH 11HIB-9111, PUBLISHED BY THE TRUSS PLATE INSTITUTE. 15. ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE CLIPS OR STRAPS. 16. CONTRACTOR SHALL ORDER AND INSTALL HURRICANE CLIPS OR STRAPS FOR THE UPLIFT FORCES SHOWN ON THE SUBMITTED WOOD TRUSS DESIGN CALCULATIONS. 17. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON.STRONG-TIE OR BY APPROVED EQUIVALENT MANUFACTURER. 18. PILING OF PLYWOOD ON WOOD TRUSSES IS NOT ALLOWED. 19. INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRUSSES IS NOT ALLOWED. 20. IMPROPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSSES IS NOT ALLOWED. 21. ALL CONNECTIONS AND BRACING MUST BE INSTALLED BEFORE SHEATHING THE ROOF. 22. WOOD TRUSS DESIGN ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS. 23. SUBMITTALS: ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED FLORIDA ENGINEER AND SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO WOOD TRUSS FABRICATION. a) SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS FOR EACH TYPE OF TRUSS. b) SUBMIT SEALED WOOD TRUSS ERECTION PLAN, INCLUDING CONNECTION DETAILS AND PERMANENT BRIDGING REQUIREMENTS. c) SUBMIT SEALED WOOD TRUSS TEMPORARY ERECTION BRACING PLAN. r u� z O a o a:zNO w ow:)z ?w0H10� ►- d=w_o-z t-chaaz00 U=w U►-LL oLLp3dz� 5xLL. O w UN 0wNVCJ wh 2 U33_ Orma: < o w} N _w --¢00. 'ncnz �Qo m o <tw ww-o Apo=a�Q ouc7 0a2F-U:(> LLMU) aN- azz wwo ZW--=cw J�Z=apa co Cc p=� J Q .Gw z m a? ~ Cccr Yz� ZxZy=0w 0 aw acnaN �wtn3u.�o LLvziz 0 zmw o� �_>LLwQ F_< 3 czOZ¢ ujc V) J nQ Q-Uz Z�zw Q2 oz 0- wt-w> w- U;7- Nw�wzmmw _m Qz =( hF-a _j0 o (I _ zw o Ow Ow O: a= i- = 06 M U CD LL Cr +- a C f- CD.� NN rr- `L `o i,/) Z '� L.rtdZ ACT rwLL_ U V) Z 0 V) m Z CD o NU U CV Cam. C'7 UD CO C7 - Q LUG Ci, c� 0 LLI % Et LLJ -- z�C �a X CD a c� LL W a 1 Revisions. 'A sio FComm. 3 SEE PUBLIX DRAWINGS FOR REMAINDER OF FLOOR PLAN L PUBI_IX BUILDING "A" (42,112 SO. FT.) OCCUPANCY - MERCANTILE TYPE IV J4) CONSTRUCTION If TYPE V (5) AT CANOPY (2 STORY) UNPROTECTED 10000 SPRINKLED ! I I 4" ItAk LSADEf- kWVE 60FF17 7 — — — — — — , r �C 34 RAIN LE�� aAla12 -4 I I 41 1 3 Q' i9-I I 24- q 23 60 — --- - - 25 - 25 25 2 3 - -� 9 2-4-`1 I I I 14 15 1617 18 19 21 2 2 3 24 2 a ❑ =Z0 O Z O d WHO W nz F- QxwF-❑-x ~-WZMZ02 03:W U. -u. za:O :<Zo� Ux W F- U V1 ZoWLu wU3:., W a3z 0>.mm?pa W>.m W t=��>ac�v>Z ww-0 Via❑ 20 wpoow<FQ w°U 000 o�Z�c��;� ❑zz ZW-?(AWm -i �z a-J .—a: cr ❑�03Wz° �3n zxz>.xOW ama. M02 x- ow0'�0 3� om_z m2 Zxw ❑-1 3~QzozQ u~i0w a0-<i-CCW0 mzmw O=oZZ�W> W o0 (Aw(7x w-A v� xJL - Na:dW z°C�w xw cnOWOW f-o �cn Oz a.= f-xcod=umu.oc F-a a�- V( a F-- FLOOR PLAN BUILDING A 3/32„-1•-0„ � O V Key Plan NOT TO SCALE AA =:: c0 Z, - J) � i. V 1-4 a z d A� z w a J Q � A �w� oZZ I- J w A LL A �T4 Revisions: A- 1 Date: 9/12/91 Comm. 91150 7 29 30 nnaTCH 2 6 LINE "B—B"I� FLOOR PLAN BUILDING B & D 3/32"=1'-0" %io I- 01I 200-0 3 3?(34(0(3434(34 (3:,,38 I G) E4D LARD A-Z BLDG. F GENERAL NOTES 1 . TENANT SEPARATION WALLS ARE 6" 25GA. METAL STUDS ON COLUMN CENTER LINES & ON ALL TOILET "WET WALLS". AND 3 5/8" 25GA METAL STUDS AT ALL OTHER LOCATIONS 2. ALL EXPOSED MASONRY TO HAVE "STRUCK'' HORIZONTAL JOINTS AND "SMOOTH" VERTICAL JOINTS BOTH INSIDE AND OUT PROVIDE 1/2'' ROUND CHAMFERS ON ALL EXPOSED CORNERS OF BEAMS AND PILASTERS. 3. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE COAT OF GRAY STANDARD SHOP PAINT TOUCH-UP BURN MARKS LABELS, AND DISTURBED AREAS IN FIELD, (NO OTHER COLOR WILL. BE ACCEPTED). Em 5. SEE SHEET A-3 FOR SHOPS DOOR & ROOM FINISH SCHEDULE SEE PUBLIX AND WALGRF_ENS GUIDE PLANS FOR ASSOCIATED DOOR & ROOM FINISH SCHEDULES - BLDG. C BLDG. E PUBLIX 11-1 BLDG. BLDG_ A BLDG. B Key Plan r NOT TO SCALE L U O U 0 cn F- z Q ocZ(no 2 a W Owmz F- wQ��cn� Vw U <Xw-Q = =w F-(n0.6"Zoo u_,F-LL zOu 03:<z c U=w w F" v3 U) 0wcn()J a zcnoym Zaw< >. wa. �Q J W =aQF-=XWOZ aw ww-O 20 H0 =p0WQI-- 00 OwZF-0 1-:U QZz wacn�oy J ujwo Zw MNwm c J N a�a~°�mm Yz oL)u3WZo QFx=rx0N 20E =— acneU. (n Z oui0 LLQ= O cn� Z=W 0-J F- F- } LL w Q M- 4 3 aZazm w� J . aN—aF,-mwo zz�zwmzmw OZO?w�W> wJU2 F- cn MucA in(n w O w F- 0- J �QwZ°.mw 0 Q i zw cnowow oz a� U 00 LLM F- Q Q F- r co zco Q 0 )77, 000 LLJ -z \� 1 I 3.L dh I�1 0 z � a �4 Z �oA oN aw a� � ^A J odd z o Zz o w� mA � W LL W Revisions: 1 11/14/91 A-2 Date: 9/12/91 Comm. 91150 1 1.5 2.3 4.3 6.5 (h&l_ �3 81i 431 4 n 401 all 40. ,I %' 6i_QII 411 I&'-0II SDI 42� 81' 14 I I I I O 2 I o 10 (UMT)— Z_ -❑ = I 1 pr 0 � � zit I 0 t� r LO Ae Q `r "G RETAIL SHOPS BUILDING "F" (19800 SQ. FT.) OCCUPANCY - MERCANTILE TYPE V (5) CONSTRUCTION O (1 STORY) UNPROTECTED _ 100% SPRINKLED / O O \ � T. T. ' 12 a-1,751M SEE WALGREENS DRAWINGS FOR REMAINDER OF FLOOR PLAN TYPICAL WALGREENS EXTERIOR WALLS SHALL BE CONSTRUCTED OF 8" CONCRETE MASONRY UNITS WITH FULL ZONOLITE INFILL. ALL INTERIOR WALL SURFACES WITH THE EXCEPTION OF THE GENERAL STOCK AREA SHALL HAVE 1/2" DRYWALL ON 1 x2 FURRING STRIPS WITH R-3.5 BATT INSULATION INFILL. 1�5 (:2.5 4.5 WALGREENS BUILDING "C" (139500 SCE. FT.) OCCUPANCY - MERCANTILE TYPE V (5) CONSTRUCTION (1 STORY) UNPROTECTED -o i 100% SPRINKLED 2Z '412_ ` 6.5 • i �I ROOM FINISH SCHEDULE (AT RETAIL SHOPS ROOM FLOOR BASE WALL CEILING CEILING FIT. REMARKS TYF'. BAY CONC. NONE G.W.B. (NO PAINT) ACOU. TILE 10'-01 MIN. CLASS "B" TOILET VCT VINYL G.w.13. & EPDXY PAINT ACOU. "I ILE 10'-0" MIN. CLASS "B" N � u 3� 4 it I II v�3-¢ ,all 12-4 I� T. T. 0�0 �Ik 3, 411 11 2 C.5 t -I 11 M n �-3-4 u 16-o O To T.O 0 A li TYP. UNLESS NOTED 1 •5 R TAIL SHOPS BUILDIN "E" (79810 SC. FT.) OCCU ANCY - MERCANTI TYPE (5) CONSTRUCTIO (1 S RY) UNPROTECTE - 11 0% SPRINKLED 1151011 1 • 20'-011 Zo'- 0'' N � c� = w BAY E-6 BAY E-5 BAY E-4 - _ BAY E 3 BAY E-2 BAY E 1 cc � N d I 1 ® o o 0 0 m _ d I r i n 0 / 00 p -4 6- 10 3-4 28- 2 4-4i 4" 24�-511 Q _ L_ - - 7 Co 3 5 WALGREENS I R ►lo I A-ICp.-10 A-I(,o 2 A. Q-►� A-IZ sm 2 3 4 FLOORPLAN. BUILDING C,E & F 3/32"=19-0" ZO 125 411 �. DOOR SCHEDULE (AT RETAIL SHOPS Z o 0 cn U Z w w Q Y ♦/ U) Z ^ z cc < a U Z - Q 1.— Q � _j OC SIZE >_= �-- F-- o v d w —' Q _ w = Q -j cn d = REMARKS I 3'-0" x 7'-0" 0 1-3/4 AL. ANO. TEMP ---- ? ? 7 1 ANODIZED ALUM. FRAME A-17 A-17 A-17 2 3' -0" x 6-8" 1 B 1-3/8 WD I PT ---- ---- 2 HOLLOW CORE A 17 A-17 3 3'-0" x 6'-8" C 1-3/4 H. M. PT ---- ---- 4 1 �3 3 A-17 A-17 A-17 4 6'-0" x 7-0" D 1-3/4 AL. ANO. TEMP ---- SLIDING GLASS DOORS 5 2-3 1-011 x 7-0" AA 1-3/4 AL, ANO TEMP ---- 4 ANODIZ`D ALUM. FRAME � 17 A 17 A-17 6 8'-0" x 8'-0" E 18caA ST PT - 5 STEEL (SLAT) ROLL -UP 7 8 9 11 //Tl\\ �EMP. TEW, / TEMP. TEMP. GL. GL. < GL. GL. A AA B C D ANO. = ANODIZED ALUMINUM FINISH AL. = ALUMINUM WD = WOOD ST. = STEEL H.M. = HOLLOW METAL PT. = PAINT FINISHED HARDWARE SCHEDULE HARDWARE SET #1 (EXTERIOR ALUMINUM DOOR - MAIN ENTRANCE) (HANDICAP ACCESSIBLE) EACH TO HAVE, 1 DOOR CLOSER 2030 OP (L.C.N.) US26D 1 CYLINDER - 0 1/2 AR (SCHLAGE) US26D 1 CYLINDER THUM THROUGH - 0 1/2TT (SCHLAGE) US26D 1 THRESHOLD 200-5AV X 36" (PEMKO) US26D HARDWARE SET #2 (REAR HOLLOW METAL DOORS) EACH TO HAVE- 1 1/2 PR. BUTTS-BB1191-4 112 X 4 112 NRP (HAGER) US26D i LOCKSET H153 PD X ORBIT (SCHLAGE) US26D 1 O/H HOLDER GJ76M (GLYNN-JOHNSON) S3 1 THRESHOLD 180AV X 36" (PEMKO) 1 SET WEATHER STRIP S88D X 17' (PEMKO) 1 EXTERIOR TOP DRIP 346A X 40" (PEMKO) 1 EXTERIOR BASE DRIP 345A X 36" (PEMKO) HARDWARE SET #3 (TOILET ROOM DOOR) EACH TO HAVE- 1 112 PR. BUTTS BY DOOR SUPPLIER (HAGER) US26D 1 PRIVACY SET A405 X ORBIT (SCHLAGE) US26D 1 DOORSTOP 407 1/2 (IVES) US26D (STOPS AT DRYWALL LOCATIONS ONLY) HARDWARE SET #4 (DOUBLE EXTERIOR ALUMINUM DOOR) (HANDICAP ACCESSIBLE) EACH TO HAVE: 2 DOOR CLOSER 2030 OP (L.C.N.) US26D 1 CYLINDER - 0 1/2 AR (SCHLAGE) US26D 1 CYLINDER THUM THROUGH - 0 1/2TT (SCHLAGE-) US26D 1 DEAD BOLT (BY DOOR SUPPLIER) US26D 1 THRESHOLD 200-5AV X 72" (PEMKO) US26D HARDWARE SET #5 (18 GA. GALVANIZED STEEL ROLL -UP, SLAT TYPE OVERHEAD DOOR) TO EQUIPPED WITH. - HOOD (BY DOOR SUPPLIER) LINTEL AND BOTTOM BAR WEATHER SEALS (BY DOOR SUPPLIER) EXTERNAL SIDE WEATHERSTRIPPING (BY DOOR SUPPLIER) CHAIN OPERATOR WITH REDUCTION GEARS (BY DOOR SUPPLIER) 9 r4- 1011 1 12 Q 13 u�< I� �w gz 4 BLDG. F BLDG. PUBLIX C BLDG. BLDG. BLDG. E A D BLDG- B Key Plan NOT TO SCALE U W z 0 xzvuio O c w ow:)z 1- zM axwl=off'= �xw U. I-v�axzoo �I-u. O U. L) � w o w U VJ U0wNVa� O>-mmZOa wJw aw0.0 O0. ww�ZQ :-20 mOOw_al-�- wVU omz1_01-V Ozz m w _o GSaF-°6 X�x �eZ a Z m J _ � aVU3wZo ,-3� ZxZ}=ow X.O2 aw awa-0 wc=nZ Ow03LL=) , O ZSw 3~Q>ow� F-a acn_a�cruJ6 cZmw pz0zw�w> wn cn cn L I Cc = a J H _�awz°Coccn ~oa`n rw 00wow Oz a= F- _ 05 7) c) Co u. m ►- a s cfl 4.W, ., Of O14.1-1 LL Lw Z -- Lu L, V"7 Z z �. Q a - . U z c z � C A� Z w Q ots J w C �. L) W N z � � 0 p W OVA� y LL ,r Revisions: AMUNW3 Date: 9/12/91 Comm. 91150 REF,DRTE: JULY 1, 1990 FN: S06802/07OSSO MO.1 MO.1 HATER COOLER ALUMINUM DUCT FOR REFRIGERANT LINES 120 GA. ALUMINUM) S„ MANUFACTURER: OASIS ��.. ��C �_r1�` F.,� t .� ,�� , ; ; MODEL u : OEPSWM - -- SEE COMPRESSOR SCHEDULE FOR ELECTRICAL RED.. (S.S AMP.120V.10) EXACT NUMBER OF LINES. SEAL FLOW SWITCH 'e~.--5 5r'' r'^f.- �; ►.C? "'�r,r'--`'*�r.�c'-'i.-'.'r..�2.,'.',.�`� OPENING AROUND LINES. ',�,�.?.-.' '� S TG j ':'~�; 'D 'u►r; C�:;5'?G�,c -` NOTE: FURNISHED BY G�►"'rCZN�="�J� PROVIDE COUNTER FLASHING TO INSTALLED BY GoN GC' f SEAL DUCT GOING THRU ROOF. -- PRESSURE GAUGE G ;-% CU0_::.c- 1_01=,40-_D C�� .��-.,`;;r.'.;' "' PROVIDE BURGLAR PROOFING OF 3/4" ROUND STEEL f2" ANGLE VALVE `p �� ~\$ f� RODS ON 6" CENTERS (BOTH DIRECTIONS) . INSTALL • NOZZLE / THRU DUCT AND CURBING BUT NOT THRU COLLAR OR 2" DRAIN LINE TO - --- - -- FLASHING. OUTSIDE OF BLDG . r- ^t'r. .- 4 CHECK VALVE Cam;;._.--.-`:C�.� ~'`�..5� �tiG�I.✓� :L�7f�� ., �Or? ~= WATER TIGHT „ r:�lj E3C0 `` ",�i C�-`=:C�. �OVERSENTAIRELTC+P. W/ BALL DRIP. o o Ca -ALUMINUM DUCT ` I BY CONTRACTOR. ---� :- 1/4" WASTE WATER PIPE - - I I I REFRIGERANT --- - - 1 1/S" I r I ; I LINES (NOT ---ELECTRIC UTIL.ITr BOX I PROVIDE REMOVABLE HVAC) BY I / I COVER ( I WALGREENS O I 3/8" WATER SUPPLY PIPE I I TYPICAL ROOF 6" 0.5 • 8 Y GATE O� _ _ _ CONSTRUCTION. % VALVE - - 6" SWING CHECK VALVE U.L. LISTED r, r CIO I I I I --FLOOR LINE 6" O:S. 8 Y GATE I I I I VALVE -- SEE PLANS FOR _ / �'-PRESSURE GAUGE WALL EXTENT OF DUCT. 4 S \ FLOOR ! I) �M0.1 LMLI� 1 ROOF -TOP EXHAUST BLOWER PHARMACY SINK AND CABINET �� ENTRANCE HEATER CONNECTION. 6" SPRINKLER 1/2"C.W. - �. - 't. SERVICE, POWER ROOF VENTILATOR 1 1/2" WASTE-- .o ---) F: - A AND VENT. �,, III 0 O , 1,/2" H. W.------�/. b N : �� i i v i NOTES: 0 A PROVIDE PIPE MOTOR 1 CHECK LOCAL AND STATE CODES FOR ---ENCLOSURE WHERE ---+ --+ PROPER INSTALLATION. REQUIRED. PLAN SECT ION 11 --� T -GRAVITY BACK DRAFT NOTES: MO.1 �sI DAMPERS. 1. FOR ACTUAL SIZE OF BOWL SEE PROVIDE SUPPLY AIR DUCT DOWN TO FIXTURE ON JOB. TWO(2) 36"X6" REGISTER IN FRONT WALGREENS TO FURNISH SINK, ND A RETURN AIR DUCT FROM A _ BOWL, FAUCET AND CABINET 4"X24" GRILLE IN CEILING ROOF LINE WITH STORE FIXTURES. ( EE MECHANICAL PLAN). DUCTS TO ALL PLUMBING WORK INCLUDING H VE EXTERIOR WRAP INSULATION C l - - - J BYNPLUMBINGCCONNTRACTOR. (S SPECIFICATIONS). IML ERN SCHEDULE UNIT AREA SERVED CFM. SP. MOTOR RPM TYPE MAKE AND MODEL HP VOLTS PHASE EF I GENERAL STOCK 2300 .7-75 1/7 12'0V IPH P001 F-OOF SUPPLY C-REENH EF-2 CJEhfERAL, STOCJL 112,:�) 575 1144> ROOF E.X44U57-- E F 5 EATH DOOM 17.5 - 375 1,30 1 300 ROOF EXRAUST EF-4 E AA7 F-} 900M 4�4 ► 250 '/20 I55o ROOF E_><HAUS-r r;:� AIR HRNDL I NG UNIT SCHEDULE UNIT NO. AREA SERVED TYPE OF UNIT BLOWER COOLING COIL HEATING COIL MAKE AND MODEL CFM MOTOR MIN. ROWS MIN. FIN ROW FIN MIN. HP. VOLTS PHASE V GENERAL MECHANICAL NOTES VENT I LAT I -ON DUCT - GOOSENECK SUPPLY AIR DIFFUSER Mechanical Design Concepts, Inc. - - 1. AL4_ MECHANICAL EQUIPMENT REQUIRES 12 WEEKS DELIVERY AFTER RELEASE OF ORDER. 1---DUCT SIZE ----,--I Consulting Engineers (813)443-5163 2 . ALL HVAC UNITS TO BE INSTALLED WITH AN ECONOMIZER SYSTEM �_ NECK SIZE- - - I 21 E (INCLUDING BAROMETRIC DAMPER) - IN ALL STATES EXCEPT: l r- I le Clearwater, Clearwater, FL 33575 FL 575 FLORIDA, TEXAS, ARIZONA, AND LOUISIANA. U 3. SEE SECTION iSF IN SPECIFICATIONS (DRAWING ME1.1) FOR o LO AIR CONDITIONING AND HEATING CONTROLS. 1,nmmt.N1(N(7Tk1P P R O J E C T T Y P E 4. SEE ARCHITECTURAL DRAWING A4.2, DETAIL 1SA-1/A4.2, FOR HVAC UNIT ROOF CURB AND SUPPORT DETAIL. Z f� SCREEN OF 2" DIAMOND MESH MADE I-- SEE BELOW OVERALL DIFFUSER -� DRAWINGS/SPECIFICATIONS BY: S. ALL COMPRESSORS LISTED WITH REFRIGERANT PIPING SHALL 45o WITH NIJ. 1 1 W IRE. _ T-BAR SPACING WALGREENS' CONSULTANT BE FURNISHED BY WALGREENS . ALL ELECTRICAL WORK ( SEE -- - ® LANDLORD'S CONSULTANT DRAWING E2.1) AND PLUMBING WORK (SEE DRAWING P1.1), - WITN 3/4" ROUND INCLUDING ROOF SUPPORTS, BY CONTRACTOR. I I STEEL RODS ON G" CENTERS (BOTH ACCESS I �� DIRECTIONS). INSTALL THRU DUCT AND � NOTES: SEE ARCHIALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: 6 T C L E TURRL DPANE COMPPESSOP CONDENSING UNIT SCHEDULE UNIT NO. UNIT SERVED TYPE OF UNIT OUTPUT TONS AMB. TEMP. ELECTRICAL REQUIREMENTS MAKE AND MODEL AMPS HP. VOLTS PHASE RAWING A4.2, DETAIL 15A-2/R4.2, FOR ROOF -TOP COMPRESSOR CURB AND SUPPORT DETAIL. _1 WOOD CURBING BUT NOT THRU OUTSIDE COLLAR OR FLASHING. 1 . FOUR WRY AIR PATTERN . ❑ WALGREENS ` CONTRACTOR 7. PROVIDE PRECOOLER ON ALL HVAC UNITS, 10-TONS AND ABOVE, -- 2"x3 ° x3/ I6' ON WOOD, BOLT TO DUCT. 2. ADJUSTABLE (HORIZONTAL/ ® LANDLORD'S CONTRACTOR ( TURNKEY CONSTRUCTION) FOR LOCATIONS IN ARIZONA ONLY. PRECOOLER MANUFACTURED BY RESEARCH PRODUCTS CORPORATION (MAO I SON, W I .) . ROOF LINE - - _ ` - = SHEET METAL COLLAR (RIVET To DUCT VERTICAL). 3. ALL ALUMINUM. STORE B U I L D T N G 8. ELECTRIC WALL HEATER DESIGN CRITERIA: INSTALL ELECTRIC WALL HEATER (EMPLOYEE ROOM AND TOILET 4. SQUARE, ROUND, OR ROOMS) IN LOCATIONS WHERE THE WINTER DESIGN TEMPERATURE RECTANGULAR NECK. NEW.......... IS 30OF OR BELOW (USE ASHRAE CRITERIA). 2"x10' WOOD NEW........... SEE POWER PLAN - DRAWING E2.1. S. WITH OPPOSED BLADE REMODELING ❑ 9. PROVIDE EVAPORATIVE COOLER IN STOCK. AREA, FOR LOCATIONS � v SSOOA SERIES DAMPER. ... RELOCATION... ❑ EXISTING...... El IN ARIZONA AND NEW MEXICO (ALSO TEXAS, WHERE ASHRAE CRITERIA WET BULB TEMPERATURE IS LESS THAN 700F). FURNISHED AND M-65-D5 NEW SHELL ONLY ❑ BALANCE EVAPORATIVE COOLER WITH STOCKROOM EXHAUST FAN FOR INSTALLED BY CONTRACTOR. -OR- OTHER........ ❑ EQUAL AIR QUANTITY (OR LOW NEGATIVE PRESSURE) . • � _ .: � ��; s=� ., ;=S • ACCEPTABLE MANUFACTURERS - ARVIN. ESSICK. 1 2 SPRINKLER RISER COMPPESSOP SCHEDULE MOTOR NO. FIXTURE SERVED WATER DRAIN AIR MODEL AMPS HP. VOLTS PHASE CONN. CONN. COOLED =Pr. �G•: BOILED, OP DUCT FUPNRCP SCHEDULE: UNIT UNIT SERVED TYPE OF UNIT BTU/HP RATING CFM. MAKE AND MODEL INPUT OUTPUT UNIT HERTEP SCHEDULE UNIT AREA SERVED BTU/HP INPUT CFM MOTOR RPM TYPE MAKE AND MODEL HP. VOLT PHASE z 2. SEE PLANS) FOR MORE SQUARE PROVIDE DUCTWORK AND 1 3/4" INFORMATION. / INSIDE REGISTER IN CEILING. cn / 3. STUB -UPS TO BE 1'-0" UP. f 3/4" ROUND STEEL RODS ON 6" CENTERS ANCHORED IN �,-URB (BOTH DIRECTIONS) FOR BURGLAR -"ROOFING. 3 1/4„ HOT AND COLD WATER ROOF FACTORY SUPPLY LINES WITH SHUT LINE } BUILT NOTE: OFF VALVES. �� BLOWER FURNAC ROOF CURB NO. DATE BY DESCRIPTION FAN AND GRAVITY BACK DRAFT C.�MPERS FLOOR -- PIPE SLEEVE IN FLOOR, FURNISHED BY GO - ` REVISIONS INSTALLED BY l (IF APPLICABLE). 6 END SECTION 7 --- - -- CERTIFICATION AND SEAL MO.1 M0.1 HVAC UNIT CONDENSATE DRAIN TRAP GAS FIRED HATER HEATER fr I HEREBY CERTIFY THAT -- ...� THIS PLAN AND SPECIFI- CATION WAS PREPARED BY DRAFT HOOD. -3" DIAMETER STAI SS ME OR UNDER MY DIRECT 1) ROOF-MGUN_ZED HEATER, 100' RE-CIRCUL TION. SUPERVISION AND THAT I AIR CONDITIONING STEEL, METRLBES S OR MAKE: )MODEL: ,B : AM A DULY REGISTERED METAL FAB FLU 0 ROOF . FM AT 112 HP V OVERSIZED MOTOR POWERED ARCHITECT OR ENGINEER UNIT. �' BY�INDEPENDENTGCIRCUIT ROM NEAREST LI TING PANEL CONTROLLED FROM 1/2" OUTLET ATER----- -3/4" INLFf WATER SWITCH IN SPACE (eY oT ERS) . UNDER THE LAWS OF THE CONNECTION ( 1 0O F) . CONNECT] -'ON. I 2) A.G.A. CERTIFIED RLU INIZED HEAT EXCHANG W[TH 10 YEAR GUARANTEE. STATE OF FLOI-_R . CONNECTED TO F TURES AS SIGNIFIED BY MY HAND AS NOTED ON PLA 31 FILTER SECTION WIT THROW AWAY TYPE FILTER AND SEAL. HEATING/COOLING POLE TOP UNIT SCHEDULE NOTE: AT 9S DEG. CONDENSER ENTRANCE AIR TEMPERATURE 8 ARI CONDITIONS. FUSE SIZE BLOWER COMPRESSOR I'A.0 DATA H exist _,� UNIT AREA SERVED MAX AMP 208 VOLTS CFM. MOTOR ELECT. RED. ELECT. REQ. 2,bSY MAKE/MODEL/WEIGHT/FILTERS 3 PHASE HP. _ VOLTS PHASE 9-4VOLTSCOOLING AMPS PHASE CAPACITY LAVOLTS :fM- IFLAF PHASE �_. V N*%/ il V PLT�; H\/,AC- I GENERAL 5ALFS ioc> 5, 000 2 20 13 2 ©��' 1 4- oe�o ' , ! 7 �V �.} .2 a�V C�4 R R i E 1Z F;bPJb 14 Sal i Z .� 1 i.17 O/4C•2 ENFRAL SALES o 5,o00 2 208f 22� 144 o3.1 75 � cA�RI ER SoDJo! $5o I� HV�-3 PHAF MACY �� 120o !3 2o,5130 !D, r, 35, 000 1, �, r ;z r� a Sol HVAC-4 LIQUOR 51 ORE ' 2, O00 314. 20-513V i 1�- 2 4.61, 000 I `� 4, 12 CAR..RIEK) SOaSr S01 , 5BO Liffe ,�- 4) INSULATED FACTORY UILT TRANSITION AND INSU TED BLOWER. ti ,_/1/2" GAS INLET OR s) MODUSNAP GAS vA E. PROJECT NAME �- AS MAY BE REQUIRED BY LOCAL CODE. 6) AUTOMATIC SPAR RE -IGNITION. E D G EWAT E R COMMONS CONTROLS. 7) 120V CONTROLS WITH MAGNETIC STARTER OR RELAY FO BLOWER. SWITCH , FROM AN INDE NOENT CIFCUIT FROM NEAREST GENERAL IGHTING PANEL. E D G E W A T E R FLORIDA --DRAIN COCK WITH HOSE CONNECTION. B) FACTORY AS MBLED AND WIRED. DEVELOPED BY � 9) OMIT CONT. L STATION AND PROVING RELAY. PARADISE DEVELOPMENT GROUP INC. FLOOR. 10) PROVIDE 0EQUATE SUPPORT ON ROOF APPROX . WEIGHT BS . PROVIDE ROOF Cu B WITH FLASHING FOR DUCT OPENINGS AND INSTALL /4" ROUND DRAWING TITLE NOTES: 1. CONNECT PRESSUR RELIEF VALVE TO Nt-AREST STEEL PDS ON 6" CENTERS (BOTH DIRECTIONS) FOR BURGLAR ROOFING. PLUMBING CONTRACTOR TO -CLEAN-OUT FURNISH AND INSTALL DRAIN WITH FURNISHED COP R TUBING. WATER HEAT AN INSTALLED BY CONTRACTOR. 11l ON CRITERIA - DESANTRANCE MECHANICAL SCHEDULE g DETAILS PLUG. 3/4" (MINIMUM) COPPER R. HEATER IS TO BE INST-ALLED WHEN WINT� CONDENSATE DRAIN PIPE 2. INCLUDE F DAMPER CONTROL AND ELECTRIC GNITION, ,� DESIGN TEMPERATURE IS 30°F OR BELOW, (USE ASH E DATE: STORE NO.' TO AN APPROVED RECEPTOR. IF REQUIVD BY STATE CODE. CRITERIA). DRAWING NO. WHEN THE DESIGN TEMPERATURE_ IS BELON-06F, A Utk T 2744 3. HOT Wei' ER SERVICE UNIT - RUUD RP-20B-2S WITH 220,000 BTU INPUT (OR ABOVE )'.- SHO ULD BE USE[ :. •� .� ,, r GAS VI RED MA ESIUM 30,000 BTU INPUT, EQUIPPED WITH ANODE ROD. (20 GALLONS). WHEN THE DESIGN TEMPERATURE f S ABOVE. G ° F'. ( BUT BENOW 30 F), A UNIT WITH i 000 BTU, ,.N,_ S SUITABLE. DRAWN BY: RELEASED TO CONSTRUCTION a -1Q - CHECKED , BY: OF OWGS . 2234 M0.1 MO . . � ` r' M 0.1 REF.DATE: JULY 1, 1990 FN: SO4B04/062750 I K 3 4 g B C 0 *1 2234 24>',24 SAC 900CFM 14X1 24X6 ,. 2 00CFM 2 TWO (2)36X6 400 CFM EACH. 1250 CFM 24 X 24 SAD 1000 CFM 24X24SAD 1.4 X 12 2500 CFM 24 X 45 2500 CFM ja-�24 X 48 _ 1250 CFM 24X24SAD 1000 CFM 14 X 12 24X24SAID 14X2m _J f'AL PL A K� � Q' W A L R E E N SSS E C� SCALE: 1/6" THERMOSTATS, HONEYWELL T -7300, F34SE UNIT MOUNTED 6'-0" A�F. L�iJ 24Xfo ZOO CFM .0� 24 S --55 5 : �L CG'f....w5. GENERAL NOTES 1 - ALL WORK SHOWN TO COMPLY WITH ALL LOCAL AND STATE CODES. ORDINANCES, ETC. 2 - SEE ALL OTHER DRAWINGS AND WALGREENS SPECIFICATIONS FOR ADDITIONAL WORK OR CLARIFICATION OF NECESSARY WORK. 3 - PROVIDE 3/4" ROUND STEEL ROD IN ALL OPENINGS GOING THRU ROOF OR WALL (12"x12" OR LARGER EXCEPT SCUTTLE), ON 6" CENTER IN BOTH DIRECTIONS, FOR BURGLAR PROOFING. 4 - ALL FRESH AIR INTAKES ON ROOF SHALL BE LOCATED A MINIMUM OF IS'-0" AWAY FROM ANY EXHAUST DUCT OR BLOWER DISCHARGE. S - HVAC ROOF -TOP UNIT TO INCLUDE FLEXIBLE CONNECTIONS, TURN VANES, AND VIBRATION ELIMINATORS, AS REQUIRED. OUTSIDE AIR INTAKE TO BE SIZED FOR A MINIMUM OF 100% OUTSIDE AIR FOR ECONOMIZER SYSTEMS. SEE MECHANICAL NOTE v2/MO.1 FOR MORE INFORMATION. 6 - ALL DUCTWORK TO BE SHEET METAL. (GALVI N 1 ZED) 7 - ALL HVAC SUPPLY L RETURN AIR DUCTS SHALL BE INSULATED AS FOLLOWS: ALL OUGTHORK uBOYE 499r :Fig HAYS TM6TrTn T i f MB EAf'�r1 W 1 T-H.GF=A °NT . ALL DUCTWORK BELOW ROOF TO HAVE 1-1 /2" EXTERNALINSULATION. SEE SPECIFICATIONS, SECTION 1SD, FOR ADDITIONAL INFORMATION. 8 - EACH HVAC UNIT TO HAVE ITS OWN CONTROLS. SEE DRAWING ME1.1 FOR HVAC CONTROL WIRING DIAGRAM AND SPECIFICATION. 9 - PROVIDE CONDENSATE DRAIN WITH TRAP, AS SHOWN ON DETAIL 8/MO.1, FOR EACH HVAC UNIT (AS REQUIRED). 10- ALL HVAC SYSTEMS TO BE PROFESSIONALLY BALANCED (BY AN INDEPENDENT CONTRACTOR) AFTER COMPLETION OF WORK. 11- STOCKROOM FANS TO BE NA%ITVAL!!; ' IIA),L, ',jIrICI:t,. . ' C - 12- 9Rn e" F6WG ;9—R819F (WITH TEFL ( I-F APn�IIBL�, SEE 9E;FA ,�'z . MECHANICAL KEYED NOTES OHVAC ROOF -TOP UNIT. SEE GENERAL NOTES (ABOVE) AND SCHEDULE ON DRAWING MO A FOR ADDITIONAL INFORMATION. 0S.A.G. METALAIRE SERIES 4004-D, WITH ADJUSTABLE DEFLECTION AND OPPOSED BLADE DAMPERS. CFM AND SIZE AS NOTED. 024"x6" SCREENED OPENING IN SOFFIT (ABOVE REFRIGERATED BOXES), DUCTED TO RETURN AIR SYSTEM OF ROOF -TOP UNIT, AS SHOWN. ROOF -TOP ENCLOSED BLOWER/ENTRANCE HEATER (SEE DESIGN CRITERIA \= / NOTE all ON DETAIL 10/MO.1). INCLUDE VIBRATION ELIMINATORS AND t1 FLEXIBLE CONNECTIONSs 100% RETURN AIR WITH DUCTSTAT IN RETURN AIR DUCT. SEE SCHEDULE AND DETAIL 10/MO.1 FOR ADDITIONAL INFORMATION. ELECTRIC UNIT HEATER (SEE SCHEDULE DWG. MO.1)j BOTTOM 8'-0" UPj J THERMOSTAT MOUNTED 8`0" UP ON WALL. TI IE MI G TA ,� � - G N 't-•HAi=b . -TT n.f r nr ., GTn ram.. ESS _u-L== WEATHER -CAP. ELECTRIC UNIT HEATER (SEE SCHEDULE DWG. MO.1)s BOTTOM 12'-0" UPj 8 THERMOSTAT MOUNTED ON PIPE 6'-6" UP. GAS FIRED UNIT HF FER--{ GE--F GGl lE-9kJ1=F= 20H9. MO . i4 �DL--1.16 TQ a^-. *_- -.W.I: Ti i 1-&A::A 1F=R GAP-. 1010 ROOF -TOP COMPRESSOR FOR WALK-IN COOLER. SEE SCHEDULE ON DRAWING 0 MO.1 FOR ADDITIONAL INFORMATION. 7"x14" ALUMINUM DUCT RUN FROM BOTTOM OF JOISTS UP THRU ROOF TO 11 WALK -IN -COOLER'S COMPRESSOR REFRIGERANT LINES. SEE DETAIL S/140.1. 12 EXHAUST DUCT TO BLOWER ON ROOF (TO BE SIZED ACCORDINGLY). DUCT COMING DOWN FROM EXHAUST FAN ON ROOF AND CONNECTS TO REGISTER t3 BELOW JOISTS (TO BE SIZED ACCORDINGLY). SEE DETAIL 6/140.1. 14 DUCT COMING DOWN FROM SUPPLY FAN ON ROOF AND CONNECTS TO REGISTER BELOW JOISTS tTO BE SIZED ACCORDINGLY). SEE DETAIL 6/MO.1. :'� +ii . t/ � � • vt=E p ic• f �a.. `C-�✓ � i .� L .�� - 1-J 1 1 ! .'.y l � 1 �.%f- • - 1`••/�- � � a -.. • V �J • �"! \ r1. ✓� : I-•��. ♦ .�`•... �W . �'-' f •`�� vt. .-i ►-•r-1.r . �. '� �. ~i.-fir.- `! ►-• �-. . �iti.�• .• � . I-r �- W► is 4 t,- �-t .a1 . �►� S: ;�'F:Cr .o�ti5 ...�� -;.__ rc1 "�.�... TO 'A. C:CC,, i.i.~�. : �f T.' ,Jj-�tL-�%��l_: .�i�r: ►^�� LVr�.F ��•��„•'i ��Y .�-� iL{v�rF•� .I ..l •. rtf-�P••i`. 'i.•'.V �. . * at f 1 ►�. r , ♦ '..-'• . 1 I-y�� _ 1 ♦ f �-'Y _. �.`. •.;r..� ice•a��1,f • r..� • �.. ♦ s i u-t vl+r�r_ �' r ! ,., • %sl ..a+% >{•z_... l �� -- . b-• dl t�'�� • • r. `.J .IA`� �C'Vl'� i L jam. • ri `,r• ��•�.--•`->�ti i••.r-- T�/ r�>�.-�lar'� ��H7��i-.. � . ?'.r`�.=�►-.-r-r-�. f SPAC NG DWV Coff E EXTRA LAYER OF ROOFING PVC PIPE STRAP: FACTORY FA.E31R,iCA7ED, FASTENED TO WOCD 5UPPOf"T UJ/ G.A.L V. WOOD 5GREWS SLOP W/ R 7 —) *so ROOFING ROOF INMLATION REZ)WGOD BLOCK: I" TNK. METAL DECK ROOF CONDENSATE DETAIL- 1 Mechanical Design Concepts, Inc. Y Consulting Engineers (813) 443-5163 2112-E Sunnydale Blvd. r Clearwater. FL 33575 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE-. BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BU I LD I NG NEW.......... 0 REMODELING.., ❑ NEW.......,... EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER........ ❑ LEGEND NSUPPLY AIR zRETURN AIR SAD SUPPLY AIR DIFFUSER (SEE DETAIL 2/M0.1)j CFM AND SIZE AS NOTED. SAG SUPPLY AIR GRILLE] CFM AND SIZE AS NOTED. RAD RETURN AIR DIFFUSER (CFM AND SIZE AS NOTE01s METALAIRE 7000 SERIES PCR, 0 DEFLECTION. RAG RETURN AIR GRILLE] CFM AND SIZE A$ NOTED. MOTOR (SEE SCHEDULE ON DRAWING MO.1) QT THERMOSTAT (MOUNT S'-0" UP) O SENSOR FOR HONEYWELL THERMOSTAT (T7300)i SEE CONTROL DIAGRAM, DRAWING ME1.1. GAS F£ffR GAS METER NO. DATE I BY I DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR INGINEER UNDER THE LAWS OF THE STATE OF L_ORiL`, AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME EDGEWATER COMMONS EDGEWATER, FLORIDA DEVELOPED BY PARADISE DEVELOPMENT GROUP INC. DRAWING TITLE MECHANICAL PLAN DATE: 3 ->I STORE NO. DRAWING NO. 2744 DRAWN BY: RELEASED TO CONSTRUCTION CHECKED BY REF .DATE : JULY 1, 1990 FN: SOS804/070590 [m m OF OWGS. 1 2 SECTION 1SF AUTOMATIC TEMPERATURE CONTROL �1. SCOPE OF WORK THE CONTRACTOR UNDER THIS HEADING SHALL BE THE HEATING AND AIR CONDITIONING CONTRACTOR WHO SHALL FURNISH ALL CONTROL EQUIPMENT, ENGINEERING SERVICES, JOB DRAWINGS AND FIELD SUPERVISION FOR TEMPERATURE CONTROL. THIS SPECIFICATION IS INTENDED TO COVER EQUIPMENT FOR THE AUTOMATIC TEMPERATURE CONTROL: HEATING VENTILATION AIR CONDITIONING 2. SERVICE AND GUARANTEE A THE CONTROL SYSTEM AS HEREIN SPECIFIED SHALL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIAL UNDER NORMAL USE AND SERVICE. IF WITHIN TWELVE (12) MONTHS FROM DATE OF ACCEPTANCE BY THE ENGINEER, ANY OF THE EQUIPMENT HEREIN DESCRIBED IS PROVED TO BE DEFECTIVE IN WORKMANSHIP OR MATERIAL,'IT SHALL BE REPLACED OR REPAIRED FREE OF CHARGE. THIS CONTRACTOR SHALL, AFTER COMPLETION OF THE ORIGINAL TEST OF THE INSTALLATION AND ACCEPTANCE BY THE ENGINEER, PROVIDE ANY SERVICE INCIDENTAL TO THE PROPER PERFORMANCE OF THE TEMPERATURE CONTROL SYSTEM UNDER GUARANTEES OUTLINED ABOVE FOR THE PERIOD OF ONE (1) YEAR. AFTER COMPLETION OF THE INSTALLATION, THIS CONTRACTOR SHALL REGULATE AND ADJUST ALL EQUIPMENT PROVIDED UNDER THIS CONTRACT. HE SHALL PLACE THEM IN COMPLETE OPERATING CONDITION SUBJECT TO THE APPROVAL OF WALGREEN CO.. 3. DRAWINGS AND LAYOUTS THIS CONTRACTOR SHALL SUBMIT TO WALGREEN CO. A COMPLETE SHOP DRAWING OF THE ENTIRE CONTROL SYSTEM BEFORE STARTING WORK. UPON COMPLETION OF ALL WORK, HE SHALL PROVIDE, FOUR COPIES, AS —BUILT DIAGRAMATIC LAYOUTS OF THE CONTROL SYSTEM TO WALGREEN CO. ENGINEERING DEPARTMENT. 4. INSTALLATION OF VALVES AND DAMPERS MOTORS - ALL CONTROL VALVES, AND DAMPERS MOTORS. WHERE REQUIRED SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. S. POSITIONING OF DAMPERS ALL DAMPERS SHALL BE POSITIONED BY THE VENTILATION CONTRACTOR. VENTILATION CONTRACTOR SHALL ALSO MARK POSITIONS OF DAMPERS. 6. CONTROL MOTORS ALL MOTORS MUST BE SPRING RETURN AND MUST HAVE OIL IMMERSED GEAR TRAIN. 7. ELECTRIC WIRING_ ALL WIRING AND MOUNTING OF TEMPERATURE CONTROL DEVICES SHALL BE PROVIDED UNDER THE ELECTRICAL CONTRACT AND SHALL BE IN ACCORDANCE WITH ALL EXISTING CODES. THE ELECTRICAL CONTRACTOR SHALL RUN ALL CONDUIT IN ACCORDANCE WITH SCHEMATIC DIAGRAM. THIS CONTRACTOR SHALL PROVIDE FINAL JOB WIRING DRAWINGS TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION. B. HONEYWELL T7300 — SEQUENCE OF OPERATIONS THE HEATING AND COOLING SETPOINTS SHALL BE INDIVIDUALLY ADJUSTABLE FOR BOTH OCCUPIED AND UNOCCUPIED PERIODS." THE THERMOSTATS SHALL HAVE A MINIMUM DEADBAND OF 20F AND A MAXIMUM DEADBAND OF 48OF B (NO MECHANICAL HEATING OR COOLING SHALL OPERATE WITHIN THIS DEADBAND). SPACE TEMPERATURE DEVIATION ABOVE COOLING SETPOINT OR BELOW THE HEATING SETPOINT SHALL GENERATE A DEMAND SIGNAL TO CONTROL THE SYSTEM AS FOLLOWS: A. HEATING it THE THERMOSTAT SHALL CONTROL THE HEATING OUTPUTS BASED ON THE DEMAND SIGNAL COMMUNICATED FROM THE THERMOSTAT PROGRAM, TAKING INTO ACCOUNT BOTH SPACE TEMPERATURE DEVIATION (PROPORTIONAL ERROR) AND THE DURATION OF THAT TEMPERATURE DEVIATION (INTEGRAL ERROR). 2) THE OUTDOOR AIR DAMPER SHALL BE AT A MINIMUM POSITION DURING THE OCCUPIED PERIOD, AND SHALL BE CLOSED DURING THE UNOCCUPIED PERIOD OF THE HEATING MODE. 3) AUXILIARY HEAT SHALL BE CONTROLLED AT 26F BELOW HEATING SETPOINT ON HEAT PUMP SYSTEMS. B. COOLING THE THERMOSTAT SHALL CONTROL THE COOLING OUTPUTS BASED ON THE DEMAND SIGNAL COMMUNICATED FROM THE THERMOSTAT PROGRAM, TAKING INTO ACCOUNT BOTH SPACE TEMPERATURE DEVIATION (PROPORTIONAL ERROR) AND THE DURATION OF THAT TEMPERATURE DEVIATION (INTEGRAL ERROR). C. HEATING SETBACK AND COOLING SETUP INITIATION OF HEATING SETBACK OR COOLING SETUP FOR EACH OF 7 DAYS SHALL BE PROVIDED BY A PROGRAMMED TIME SCHEDULE MANUALLY ENTERED INTO THE THERMOSTAT. WHEN ALL OR A PORTION OF A MANUALLY PROGRAMMED SCHEDULE IS UNAVAILABLE, THE THERMOSTAT SHALL CONTROL THE UNAVAILABLE PROGRAM FUNCTIONS TO OCCUPIED MODE AND DEFAULT SETPOINT RANGES AS FOLLOWS: TABLE OF DEFAULT SETPOINT RANGES OCCUPIED UNOCCUPIED o f . C . F , C HEATING 68 20 SS 13 COOLING 78 26 90 32 (NOTE: "PHARMACY UNIT" TO RUN CONTINUOUSLY.) D. SETPOINT RECOVERY FROM UNOCCUPIED TO,OCCUPIED THE THERMOSTAT SHALL EMPLOY INTELLIGENT RECOVERYTM. THIS SHALL SELECT THE OPTIMUM TIME TO BEGIN BUILDING WARM UP OR COOL DOWN BASED ON SETPOINTS AND OCCUPIED PROGRAM. 1) THE TEMPERATURE SHALL RAMP 5 DEGREES PER HOUR FOR BOTH HEATING AND COOLING ON A CONVENTIONAL SYSTEM. 2) THE TEMPERATURE SHALL RAMP 3 DEGREES PER HOUR FOR HEATING AND S DEGREES FOR COOLING ON A HEAT PUMP SYSTEM. E. FAN OPERATION 1) FAN OPERATION SHALL BE CONSTANT DURING THE OCCUPIED PERIOD WHEN USED WITH A CONVENTIONAL SYSTEM. 2) FAN OPERATION SHALL BE INTERMITTENT DURING THE UNOCCUPIED PERIOD. (NOTE: "PHARMACY UNIT" TO RUN CONTINUOUSLY.) F. HEATING AND COOLING OPERATION MINIMUM ON/OFF TIMES THE THERMOSTAT SHALL INCORPORATE A PROGRAM TO MAINTAIN MINIMUM —STAGE OPERATION TIMES OF 2 MINUTES "ON" AND 4 MINUTES "OFF" FOR COMPRESSOR STAGES. AND 2 MINUTES "ON" AND 2 MINUTES "OFF" FOR HEAT (GAS OR ELECTRIC RESISTIVE). G. ECONOMIZER INTERFACE (NOTE: APPLICABLE IN ALL STATES EXCEPT FLORIDA, TEXAS, ARIZONA AND LOUISIANA.) 1) THE AUXILIARY RELAY CONTACTS OF THE 07300 SUBBASE SHALL BE CONNECTED TO THE ECONOMIZER`S MINIMUM POSITION POTENTIOMETER. THIS CONTACT WILL CLOSE WHEN THE OCCUPIED PERIOD IS IN EFFECT, ALLOWING THE ECONOMIZER TO OPERATE NORMALLY. DURING UNOCCUPIED PERIODS, THIS CONTACT WILL OPEN, DEFEATING ECONOMIZER MINIMUM POSITION. HOWEVER, THE ECONOMIZER WILL BE AVAILABLE FOR FREE COOLING IF OUTDOOR CONDITIONS PERMIT. 2) A SOLID STATE ENTHALPY CHANGEOVER CONTROL SHALL DETERMINE THE CAPABILITY OF THE OUTDOOR AIR TO PROVIDE FREE COOLING. THE SYSTEM SHALL OPERATE AS FOLLOWS: D A) FREE COOLING AVAILABLE FROM OUTDOOR AIR: ON A CALL FOR COOLING, THE SYSTEM SHALL ENABLE THE ECONOMIZER TO PROVIDE FREE COOLING. IF THIS DOES NOT MEET THE SPACE DEMAND, THE SYSTEM SHALL CALL FOR MECHANICAL COOLING TO SATISFY THE PROGRAMMED SETPOINT. 8) COOLING NOT AVAILABLE FROM OUTDOOR AIR: ON A CALL FOR COOLING, THE SYSTEM SHALL HOLD THE ECONOMIZER TO MINIMUM POSITION AND COOLING SHALL BE ENERGIZED TO SATISFY THE PROGRAMMED SETPOINT. 9. CONTROL FOR UNIT HEATERS PROVIDE A ROOM THERMOSTAT FOR UNIT HEATER SHOWN ON PLANS AND SPECIFICATIONS. (UNIT HEATER PROVIDED BY HEATING CONTRACTOR,) 10. PERFORMANCE OF WORK ALL WORK OUTLINED ABOVE SHALL BE DONE BY THE TEMPERATURE CONTROL CONTRACTOR UNLESS NOTED OTHERWISE. *1 2234 3 3u t TR 1 t sa s sR 620 OHM RESISTOR ECONON [ KQ 2 IS C7150B MIXED OR 2K t %_4� DISCHARGE 4 i AIR SENSOR , Epa T Tt 4 5 BILL OF MATERIAL THE FOLLOWING CONTROLS TO BE FURNISHED BY TEMPERATURE CONTROL CONTRACTOR NO. QUANTITY MAKE REMARKS T1 1 (PER UNIT) HONEYWELL T707SB1006 -20OF TO 80°F SCALE 1 DEGREE DIFFERENCE (USE AS COMPRESSOR LOCKOUT SET AT SO° F) . T12 1 (PER UNIT) HONEYWELL T7300AI00S MODEL Q7300A1018 1 (PER UNIT) HONEYWELL T7047CI02S REMOTE SENSOR (NOTE: EXCEPT PHARMACY UNIT) REMOTE SENSOR NOTE: REMOTE SENSOR (T7047C1025) IS TO BE MOUNTED ON COLUMN (OR WALL), 6 `0" UP, WITH THE SUBBASE (T/Q7300) LOCATED IN OFFICE (AS SHOWN ON PLAN). CONNECT REMOTE SENSOR TO T—T TERMINALS OF SUBBASE VIA TWO (2) #16 AWG WIRES. SEE CONTROL WIRING DIAGRAM. (NOTE: NOT TO INCLUDE PHARMACY UNIT.) MINIMUM POSITION, ADJUSTMENT FIVAC EQUIPMENT T107300 Al I A2 I HVA OUtPMENT TE INAL STRIP I X C I r7075 AMBIENT LOCKOUT CONTROL SO F SET POI T7047 C 1025 REMOTE SENSOR (COLUMN OR WALL M/OTE) - SEE REMOTE SENSOR COOL 1 COOL 2 HEAT 2 HEAT 1 M74tS ACIUATGR TR —C= TRt 24 VAC T MIXED AIR T1 SENSOR P1 MINIMUM P POSITION J 24 VAC TR — T LRt — SENSOR �TTt, - MEN POSH M7415 G FAN RC - R (HOT) L2 -b. HVAC EOUIPMENT POWER SU Y. PROVIDE DISCONNECT MEANS AND OVERLOAD "\IS, AN ELECTRON[C SWITCH WHICH CLOSES EN POWERED PROTECT[ AS REQUIRED. 24 VAC SECONDARY. 4 BY A 24 VAC INPUT. r ` j,\ MOTOR RING RETURNS CLOSED ANY TIME FAN IS NOT Q, RELAYS IK AND 2K ACTUATE WHEN THE ENTHALP SENSED RUNNI . /?\BY THE C7400 IS LOWER THAN THE ENTHALPY SE TNT A-D. /IN RE THAT EQUIPMENT TRANSFORMER IS SIZED TO FACTORY INSTALLED G20 OHM, I WATT, SY. RESIST 3j H OLE THE EXTRA LOAD OF THE ECONOMIZER 66 SHOULD BE REMOVED ONLY IF A-C7400 ENTHALPY SE R TUATOR AND T7300/07300. IS ADDED TO SR AND + FOR DIFFERENTIAL ENTHALPY. z FIELD INSTALLED JUMPER. ® RELAY REQUIRED: R8222 OR SIMILAR. T7300/Q7300 DEFEATING ECONOMIZER MINIMUM POSITION DURING UNOCCUPIED IN A TWO STAGE COOLING SYSTEM WITH SINGLE ENTHALPY CHANGEOVER USING M74S9A/C7400 WITH AN M%41S ACTUATOR. HVAC CONTROL DIAGRAM (EACH UNIT) NOTE: -— ABOVE WIRING DIAGRAM ARRANGEMENT INCLUDING ECONOMIZER SYSTEMS IS APPROPRIATE IN ALL STATES, EXCEPT FLORIDA, TEXAS, ARIZONA, AND LOUISIANA. FOR THESE LOCATIONS, SEE DIAGRAM AT RIGHT. !�� auk----r -►"G, 5. THER7 OOSNSTAT i 07300 SUBBASE I HVAC )EQUIPMENT I I AUX I Al I I I I Az I . f /\ 24 VAC SECONDARY. MUST BE ABLE TO CARRY ADDITIONAL 6 VR LOAD OF 1 THERMOSTAT AND SLI MSE . FIELD INSTALLED JUMPER. 24 VAC ONLY. T7300/Q7300 (CONFIGURED FOR 2H-2C, SWITCHING OR NON -SWITCHING) USED IN SINGLE TRANSFORMER, 2 STAGE HEATING/ 2 STAGE COOLING SYSTEM WITHOUT ECONOMIZER. PROGRAM 1) COOL I NG 760 F 2) HEATING 720F OCCUPIED 3) NITE SET BACK 600E 1) COOLING 8S0 F NOT 2) HEATING 600 F OCCUPIED ON 8 AM OFF 10 PM HYRE CONTROL DIAGRA (EACH UNtT) NOTE: ABOVE WIRING DIAGRAM ARRANGEMENT APPLICABLE FOR PROJECTS WITHOUT THE ECONOMIZER SYSTEM. ER 6 1 Mechanical Design Concepts, Inc. Consulting Engineers (813) 443.5163 2112-E Sunnydale Blvd. Clearwater, FL 33575 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... 0 REMODELING... NEW ........ ... a El RELOCATION... EXISTING...... ❑ El N❑ OTHER........ ❑ NEW SHELL ONLY NO. I DATE BY DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI— CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE of 1= o ►� ; �� AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME EDGEWATER COMMONS EDGEWATER, FLORIDA DEVELOPED BY PARADISE DEVELOPMENT GROUP INC. DRAWING TITLE SPECIFICATIONS/HVAC CONTROLS DATE: STORE NO. DRAWING NO. 2744 DRAWN BY: RELEASED TO W[F= a CONSTRUCTION CHECKED BY: REF.DATE: JULY 1, 1990 FN: S01802/100989 OF DWGS.