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Other approved manufacturers ar e 44 Manville and Owens/Corning and each must be equal to or exceed the above Celotex specification. 7, " r7 RIGID ROOF INSULATION: Shall be two layers of Celotex insulation applied in 5taggered the with a minimum of.24" for joint se arition. The first„� p layer over the metal deck shall be 7herm&x Hy-Tec-2, 2. 6 inches thick with W aged value of R- 19.0. The next layer shall be 0, fiberboard 1/2 inch thick with aged value of R- 1.39. This insulation over metal deck covered with built up roofing will provide value Of U- 0.05, at deck line. ovide N GRAVEL: Dry light colored gravel conforming to ASTM D1863. Minimum rate ofapplication 400 pounds per square. , PLUMBING SHIELDS: 4 lbs. sheet lead furnished by plumbing contractor and installed by roofing contractor. �21 BASE FLASHING: Shall be Celotex AB-20 plus. COUNTER FLASHINGS; Galvanized iron, 24 gauge. PITCH PANS: Galvanized iron, 24 gauge. Fill with as'phalt. INSULATION FASTENERS: use Celotex "Anchor Bond" system in conformance with U— 2 Z) manufacturer's printedinsrructions for size and installation of fasteners. GRAVEL STOPS 26 gauge galvanized iron. (I �7A A J 2, '4� 5, JU BUILDING 1C I NN vom 6n r� =A, 1,7, , 7 , - n I -1-M, - " K� -,�P 7 fill U C ROOF PLAN BUILDINGS_ A"s 'B's -C-1 D-z "E' F i IN, " "71 00F SHALL &t—ll 5 fty E301 01 M Owl, Kl� -X A nllt� 'A % !V1 I & REVISIONS U� LU Z' a 9 g Mfg ........... 2. i. O co LL LLT Ir (L I_: LL Z W U) a. 0 Z 0 L) cc UJ 0 0 U < 0 Cr LU Cn 0 0 CL Z 0 cc (L Y oij 0 Z 0 (L LL 0 Z 0 cc X DATE 4/21/88 DRAWN BY MDT PROJ. NO. 87-09-87R REVISED 1_\ -Z,7-88 M.U. SHEET A®8 OF 29 y. • z r +,Y� . 'Y1M �• �� �y '�;�. �� aarotMs' x'k;{ r " Y+a bi �' l µ .a`' y $y�c � #dR:,°' A X� 3 A . ,�` . � S AY} A' � 'f!� a^ 2,y #},• `"4A z' ZI H_.I ..ii .:Z � .. i nWar;. ti :RS �,uX, =;r '�r . �,•'n `"�': `_9br ..i.+'t '�s'`L .. ,�. r � /�_ ��J Y t•"•t a , _ 1 , e r w ns F?- ' ot b r' 2 �4liFr 9 ¢� tRak • r i y r4 y x.' r� i#,i P# 1 v t � Y y Y £ � � � III � �, � i�3� •) . +Y 4 e MM . t.7 • • • BUILDINGS ai'24: SFx.&i'K fiaY.a�iSLaY�.% ROOF SHAL n:.id#$ .x :.. §J X+r : , rN;yg�. T ]R` k (�4'� s >vf t.....a. ^, it £a %r, "` d .:• y yy _; 'F s w � `�r A.. ..,a: ,,.j 3rR4 ,.ra .w� 9s, 'z �,y {. „f ,�;,, ,nt. f#,q ";.., ..+€,• ,, n.i .. ;, . � . , c wx.: ;^f,` ( `. �' :+,: r b, � ' x. , i,..o- `4svw a.'<. �. � r , > { . 'r"�."x .S.d:�:Y` �q, ,rg .•n ; '; "1 f fffr # '+'&.. r � ,v, '... •.#„ % +x ,;. ,, +`i � y. w .,. ;y'f�+,.'-v nx 4", # .✓. 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I 111�WIi�lill�IHi�Wldi1•i31�.i?,ll:kr� �° .. 11 + 3 WALL SECTIO r _tom - - I jyw 4 Ac'n�a 'i f1>" ice. a, uan.,W�''V 01 _ 5/g STUCl� ON SELF FUP,FsiNC� MEtAt, �,qTN - L1G�Xo PI-Yb1/GOP( O METAL 5 (U175 V T INLC45 STI✓Et� 57�CCo -TOP/ FI-tiINCa(rAINnrP) 5-rA)NL6s5 STEFI FLA51­0N6r - FILL UOIaG Wl MORTAR S PAN ISI-I FiOOMN(a A Il GllX L_ fit_ 5-rty i I Ur . 4ir MINIL SUpFAC� / M rPED N N61,EP,T IN -TAGGED Fr DETAIL A-14) 3":1'-0• �pn A '+MT Sri ,.. � �e sS�?.�. :x ... •4 uG�.Lb F3>, �� _ Ng Tat ays>4 �1'�=654 Y� 1it - � ANT 32 I - - 2 ' 12 ill Z 1 �r MF in NOTE: _ . , ENCLOSED SOFFIT AREAS TO BE FULL H r SPRINKLERED PER ST. LUCIE COUNTY., ",.•M94I } FIR E MARSHALL'S REQUIREMENTS. I I`• am�s.=sa�>aalasaa NiZ - tF R 16u4 f .1 r x � _,. ,:... ., , ..v. ..w •rat r a .,,- .... ¢c , o rih . ,.. r T,,.,. n,. , ,.i ,,. .,, r ' ari , dr: at a'1 >• ,a,.. +, ,Y - r , xm. ..,4,.. 'k •M.1., �,;._ I YC . ti -n# € � aE, °�"� " .i� a ;'+ #F �'S S`t pf�t 4-"„✓^a�,:, iA,t t Y €. � f�5 �n ���t 9 s ...... XY fr � ,.. � i . U;1„ F� � .` z.,: v.. V .. , � a!• ...... .: .... .� -,: ,.-._- .... h- F ,_. -...n n _.__.. .... v A;- �� 'Sr ... -..L ....v :.�: 1 >._. n ..:v._..§5 ..,,..A__._'�`-. ♦._�'. ".C- ir._ .__..] .n���-.���'�..-v +�-sz... ,- -.�' �� �-a.-��`�.t�• ,._,� T�F�c .,��".1> I {:-���• �-��'`r'�,�� '.w �.,.� >w'��':� -.--„_..ia $�.-.z -, ,� �I x3 x % GorrrlryuDus - - �An --Ao15i� rV" 7 j 5mx,-I DW�aS 3'':1'-0 Ly'u' , MATERIALS LEGEND-INDRIO CROSSINGS ,,; ■ 1. ROOF - CONCRETE SPANISN "S" TILB 2. ROOP - 3-PLY BUILT-UP 3. 2' LIGHTWEIGHT CONCRETE OVER 1` POLYSTYRENE (U+.074) (LOCAL y ■ TENANT) W `+ 1. INSULATION - 2. 5" THERMAX =1/2" FIBERBOARD (WINN DIXIE) 5. SHEATHING - 5/8" 'CDX" EXTERIOR GRADE PLYWOOD 6. UNDERLAYMENT -ONE LAYER OF 30 LB. FELT TINTAGGED PLUS ONE LAYER OF 90 LB. MINERAL SURFACE ROLL ROOFING MOPPED ON WITH HOT ASPHALT 7. FLASHING - 26 STAINLESS STEEL. STUCCO STOP/COUNTER FLASHING (PAINTENTE D) 8. PLASHING - 26 GA. GALVANIZED STEEL (PAINTED) Cn 9. STUCCO - MIN. 5/8" THICK ON SELF -FURRING LATH w 1. STUCCO - MIN. 7/e" THICK ON PAPER BACKED METAL LATH 11. STUCCO - 8" WIDE % 1-1/3' RAISED BAND v r 122. STEEL JOISTS - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING 13. FRAMING - 6" X 16 GA. METAL STUDS AT 24" O.C. 14. FLOOR SLAB - 4' THICK, 3000 PSI CONCRETE WITH 6" % 6"-10/10 WWM ON 6 MIL. POLYETHYLENE VAPOR BARRIER 15. FOOTING - CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCEMENT 16. EXPANSION JOINT - 1/2" X 4" COMPRESSIBLE JOINT FILLER 17. ROOF DECK - 1-1/2- X 25 GA. STEEL DECK 18. STOREFRONT - 1-3/4" X 4' ALUMINUM TUBE (DARK BRONZE) 20. GLASS - 1/4" CLEAR TEMPERED 211. WALL BOARD - THICK TYPE "%• GYPSUM BOARD - 2. INSULATION 3-1/3-1/ 2" PIBERGLASS BATT 22. STUCCO - 5/8- THICK ON 12- C.M.U. w 23. C.N.U. - 12" SPLIT FACE - BEIGE Kra s 24. DOWNSPOUT - 26 GA. GALVANIZED STEEL (PAINTED) _ vs 25. GUTTER - 26 GA. GALVANIZED STEEL (PAINTED) ■ 26. CONCRETE SPLASH BLOCK 27. STEEL BEAR - REFER TO STRUCTURAL DRAWINGS FOR SIZE 6 SPAN "< 28. STUCCO - MIN. 3/4' THICK ON 3/8" RIBLATH 29. CAP FLASH - 26 GA. GALVANIZED STEEL (PAINTED) 30. PLASHING/STUCCO STOP - 26 GA. GALVANIZED STEEL 31. MOLDING - 1' 0" WIDE CONTINUOUS STYROFOAM BAND UJ 32. SCUPPER - 6"H X 12"W 26 GA. GALVANIZED STEEL /�/� 33. ROOF FLASHING WITH FIBERED ALUMINUM COATING `_, 34. 4" X 8' CEDAR WOOD BEAM, STAINED ems 35. REINFORCED CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT ! 36. C.M.U. - 8' CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT / 37. FRAMING - 4' X 16' GA. METAL STUDS AT 24" O.C. V 38. CHANNEL SCREED - "FRY REGLET" PCS-75-V 300 OR EQUAL 39. C.M.U. -12* CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT ., • cv 40. INSULATION - ZONOLITE � ALT. 12 - COREFILL 500 FOAM INSULATION (0 41. WOOD TRUSSES AT 24" D.C. CERTIFIED BY FLORIDA REGISTERED ENGINEER 42. ROOF DRAIN - 3" DIA. SCHEDULE 40 P.V.C.PIPE 43. ROOF - 4 PLY BUILT-UP 44. GLASS - 1/4" CLEAR GLASS, 1/2" AIR SPACE, 1/4" CLEAR GLASS, SIMILAR TO P.P.G 'TWINDOW UNITS'. TEMPERED WITHIN 4'-0" OP DOORS. 45. 5/8- STUCCO 46. STEEL TUBE COLUMN - REFER TO STRUCTURAL DRAWINGS FOR SIZE 47. DECORATIVE COLUMN, 6" DIAMETER SCHEDULE 40 PVC PIPE, WRAPPEDWI - PAPERBACKED METAL LATH AND STUCCO FINISH 48. SHEATHING PAPER OVER PLYWOOD 49. 2' X 6" PLANKS, STAINED VR av a 6. t s 2 a I is II 1�I�1 4Z 5 K JO is is 1 +, A" I$ A, Iry T i L 6 u ,1, M `/ 49 I ItR, FIP f3A1e7 fR OC UL MSIGrkl * 0-43+ ' W 34 (TYPICAL) / ri0F- u. '1 Y NOTE: zo /� / W SOFFIT AREA TP BE ULLY 21 -- SPRINKLERED PER S , ttCIE-BOUNTY FIRE,MARSHALL'S R _UIREMENTS. / - J Z SIGNAGE ACCESS PANELS, I / W REFER TO DETAILS ON DWG A 27 �xr- li r a a aa' :r Cn A e � y r 'r e fkf+snk ky t IJ• F � A h ✓ �. } ri, W IQ 7t c ,^'Tim,,, tR % Y"`'"Cy .,m G Design No. U434 x r�' 1. �,.� ,,�,+' 3 . Assembly Rating - 1 Hr- .i: Bearing Wall 0 Q 1 3 r 3 a: ..�_ .rs S._-.. -� Fn _ is ,.• ;f a yz W s '£ t�".#'-ems •i� 1 {F 9'% ^m_eF yW� - p L rR�er Cn 47 cc 0 IL T ram: ` `tom ..,a o. cn Y 11- 4. Fbor CNIIna Runners - Channel -shaped, min 3-1/1 in. wide with min 1 1% in. legs, fabricetetl La` m�'�rC€# �` ai'I O from No. 20 MSG (0033 in, thick) galvanized steel. Attached to floor and ceiling with steal ' �. t .-,vi -y f fasteners spaced not greater than 24 in. O.C. G • RITIN m Q 2. Sleet Studs - Corrosion protected steel studs, min 3. `6 in. wide, min No. 20 GSG BUSS in. , y4r` "" +'`- A ft --tee 'A thick) galvanized steel or No. 20 MSG (0033 in. thick) cold -formed, primed steel. Studs shall r a., •$k+.` _ *r - >'- "e designed in accordance with the current edition of the Speifcation for the Design of a.a Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design de- ..k ' Lf 'f5 vvjq '+ et re 4'..; t e 4x9^s O tails enhancingthe structural integrity of the wall assembl including the axial design load of # t ,;8`°, n>.t c 'lu'1" - d a�`7 '' rrj ram;,UJ n grit y. g 9 ,^�-..- K 1 J>l y +::s Y+�'N^f 5°K f V/ .r a the studs, shall be as specified by the steel stud designer and/or producer and shall meet the -fir, equirements of all appl-cable local code agencies The max stud spacing shall not exceed 2d 0 . O.C. Studs attached to floor and ceiling runners with /r in long Type S it pan head, self 1f O drilling, selftappingsteel screws on both sides of studs assis ] Lateral Support Members (Not shown) Where required for lateral support of studs, sup c AY - port may be provided by means or steel straps, channels, or other similar means as specified f f2 p .J in the design of a particular steal stud wall system. 4, Wallboard, Gypsum' - Any 'A in thick gypsum allb a d bear ng the ULI Classification s k . 3>,; }u Z Marking as to Fire Resistance Applied vertically with joints fastened to studs with Type S-12 a+ x a , by 1 in long self tapping bugle head steel screws, spaced 12 in. O.C. c - ` Sea Wallboard Gypsum (CKNXI Category for names of Classified Companies, " 6. Metal Lath - Pape>backed small diamond mesh, expanded steel, min 34 Ib/sq yd, 27 by 98 in, sheets. Attached to studs and floor and ceiling runners with steel screws (Item 6). May also be attached to lateral support members wherever practical 1 s Rs aye P" l g y 6. Fasteners - For use with metal lath (Item 5) No. 8 18 by 1 in. long Phillips flat head steel screws. The screwhead diameter is a min Va in Spaced 6 in. O.C. i a •+ ,, 6g 7. Penland Cement Plaster V. in thick. Applied in two coals. Scratch coat consisting of 100 lb cement to 50 Ib time to 5'/, cu It of sand: brown coat consisting of 100 Ib cement to 50 t ` 1 ' " S lb (Img 10 6 cu It of 4and. 418. Bette and Blankets' - (Optional) - Placed in stud cavities, Any glass fiber or mineral wool haft material bearing the UL Classification Marking as to Fire Resistance. Max thickness 3'/, in. See Batts and Blankets (BZJZ) Category for names of Classified Companies. 9. Joint Tape and Compound Vinyl or casein dry or premixed joint compound applied in two M4 coats to joints and scewheads. Perforated paper tape 2 In wide embedded in fist layer of compound over all joints of gypsum wallboartl 6•umg the UL Classification Marking W' N .�' n h• ryd x a �,' - �' s ��"i�;^ ; � rys � L ^I ':+r'�� q �xtn��'Fa xF�• 1 .;�3(I�Nbr .' <, DATE 4/21/88 is -- - - DRAWN BY A x % MDT ' )=,' PROJ. NO. _11 If 87-09-87 1 y 1nYi :,sfn 1 1. I " i - REVISED r , +;r n rat - s r t '' 4 mot" Y ,.,}p Vu �•�� a a 5 y�y�, T .aY _ � � .r,p4 l #' } i„ ",.v f�eT'- .a s �'t �'= r,� 2�", i 1 . _. �' y .e &` i `' J Y f �' .J -0 ,ff +y.• t `t A* ,rl '`` ' t4 x ry.' "� r' T Sv s a i' `a t`p +C '` >mx 3 c 5 „` = , ?3 s vJs.4r' 44 b s 2a VNV110111 I - iV_ sA A ,£yd. � �B + .. `�^i- ', F s d'��;" 1 4'�- > `' f•,t k T a- 31 z a,,;s �- >xc ` � iae r" sw h{ ,*tit -a ° -r',Y " f-, ; -vw §X r �s a lay 4m a F°kk .� ,fk s :§ .Sri ,e r �"� '`ys'j°ire +''..p. ,fir (,`I. F- ik�x=sr L"'v y`p,�,+f*: a �3 ,... • 'lr , q�+e.i M�'"•� ,° & '' fs .Pal'. V, f < y a X?, a r�r <, a.' r f ; h fa,FP F#y `xN p� ,«+, 1 1 ,�` A•+"FxM : t dSJz '` ,+k + k 4 +k +i.�7' $s�Yy Y2 I Fp 1 4 Y, a. '4 }t 'frrY-'• Y 1 ' Z�b h A-ni 9 1x ;{ '''''` a 2, „a'si* ag, ram%'• 't ru 4� d:�Z" - 1 -m r , ' F �g} �`" J '' 14tr " .y 2] I` g e y= i, F'a",.,w •.�,; i• r� i- • ;nA,`4. "� xi ;♦=. 14,.t t k :: r ..a.�r,_. "F?a-"{Y.. ` .., r i#3 �s '�%- :r.,. rk• t .s' Sk, ... .•:».} •_ a JV yfr l" jKs., "td T _ 'a. ,z.+r• r v:v i rc 4 V,,, WALL SECTION ; .� ��m& SHEET 1.'.4 + e a r A-14 3/4r A- 14 wi Af ? `,. �_.� R'T}f`k' e li C sa r, 9 a y&�; X f r) T" s ''�'Yj yl„• 1`, (� it3 pJ 4 <M x n � 1 � .,` s st aaa 1 [ xN4m S g,r " •'' ' F rt,�S tl,,.. i.+3r +� p PT4i, dl", u/ ,... M Y' 44 yI '1" g F M?�`•' ;.t y 29 Wf ' F.,:.E ". S n f 'ice 4» S' s , f '' > r",.'a ° y k`^ Ca� ,�_^g'8, £ m sYw, "' v. , 't a B,aN O F Sk YLI Iji M 4 11117 34 10 z i rJ gj &E Fr &fi 74�77 Al X WALL SE'CTION g, (iA REVER30 Ir owi DETAIL �A 1-5 TU U15 gg PROT W, ­4 rE DETAIL,. mom A, A 0- KA �T_� ew, Y �F 5 �4­ k� 30 , 4,,�_V �qo� g,� g AIR qt, ..... . i- 4 'li­',­�-O�­, -it r % A WALL SECTIO A -0 3/4":f Ail 0 tW1, .... ... X"i NV FWRNN(x MTI-. LATh 'vor­­" rLyw6op oN x IG GA MTL_. 611)PG SSE_ ZG 6*4.5-TAINL5S� 5-reeL_ FLASH iNr7 6PA IOLYWOOD 6"lls MATERIALS LEGEND INDRIO CROSSINGS 1. ROOF - CONCRETE SPANISH "S" TILE 2. ROOF - 3-PLY BUILT-UP 3. 2�OLIGHTWEIGHT CONCRETE OVER I POLYSTYRENE (U+.074) (LOCA TENANT) 4. INSULATION 2.5- THERMAX -1/2' FIBERBOARD (WINN DIXIE) 5. SHEATHING 5/8' 'CDX' EXTERIOR GRADE PLYWOOD 6.iUNDERLAYMENT - ONE LAYER OF 30 LB. FELT TINTAGGED PLUS ONE LAYER OF 90 LB. MINERAL SURFACE ROLL ROOFING J, J, MOPPED ON WITH HOT ASPHALT 7. FLASHING - 26 GA. STAINLESS STEEL. STUCCO STOP/COUNTER FLASHING (PAINTED) S. FLASHING - 26 GA. GALVANIZED STEEL (PAINTED) 9. STUCCO - MIN. 5/8' THICK ON SELF -FURRING LATH 10 STUCCO - MIN. 7/8' THICK ON PAPER BACKED METAL LAT k" 11 STUCCO - S" WIDE X 1-1/2- RAISED BAND STEEL JOISTS - REFER TO STRUCTORAL DRAWINGS FOR SIZE AND SPACING 13 FRAMING - 6" X 16 GA. METAL STUDS AT 24- D.C. 0� 14' FLOOR SLAB - 4" THICK, 3000 PSI CONCRETE WITH 6- x WWM ON 6 MIL. POLYETHYLENE VAPOR BARRIER 15. FOOTING - CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCEMENT lb EXPANSION JOINT - 1/2- X 4- COMPRESSIBLE JOINT FILLER 17 ROOF DECK 1-1/2' X 25 GA. STEEL DECK YN 18. STOREFRONT 1-3/4" X 4" ALUMINUM TUBE (DARK BRONZE) 19. GLASS - 1/4" CLEAR TEMPERED 20. WALL BOARD - 5/8' THICK TYPE 'X' GYPSUM BOARD rr 21. INSULATION - 3-1/2- FIBERGLASS BATT V� 14, 22. STUCCO 5/8 THICK ON 12 C.M.U. iV 23. C.M.U. 12' SPLIT FACE - BEIGE V��4 4 24. DOWNSPOUT - 26 GA. GALVANIZED STEEL (PAINTED) 25. GUTTER - 26 GA. GALVANIZED STEEL (PAINTED) 26. CONCRETE SPLASH BLOCK 27. STEEL BEAM - REFER TO STRUCTURAL DRAWINGS FOR SIZE 6 SPAN 18. STUCCO - MIN. 3/4' THICK ON 3/8" RIBLATH Ri 29. CAP FLASH - 26 GA. GALVANIZED STEEL (PAINTED) 30. FLASHING/STUCCO STOP - 26 GA. GALVANIZED STEEL ,2 31. MOLDING - 1'-0- WIDE CONTINUOUS STYROFOAM BAND 32. SCUPPER - 6"H X 12-W 26 GA. GALVANIZED STEEL 33. ROOF FLASHING WITH FISERED ALUMINUM COATING 34. 4' X S" CEDAR WOOD BEAM, STAINED ` 35. REINFORCED CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 36. C.M.U. - 8" CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 37. FARING - 4' X 16' GA. METAL STUDS AT 24" D.C. 38. CHANNEL SCREED - 'FRY REGLET" PCS-75-V-300 OR EQUAL Rx 39. C.M.U. - 12" CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 40. INSULATION - AA ALT. #2 - COREFILL 500 FOAM INSULATION 41, WOOD TRUSSES AT 24- D.C. CERTIFIED BY FLORIDA REGISTERED ° ENGINEER 42. ROOF DRAIN- 3' DIA. SCHEDULE40 P.V.C. PIPE 43. ROOF - 4 PLY BUILT-UP 44. GLASS - 1/4' CLEAR GLASS, 1/2' AIR SPACE, 1/4' CLEAR GLASS, SIMILAR TO P.P.G 'TWINDOW UNITS'. TEMPERED WITHIN 4'-0- OF DOORS. 45. 5/8- STUCCO 46. STEEL TUBE COLUMN - REFER TO STRUCTURAL DRAWINGS FOR SIZE 47. DECORATIVE COLUMN, 6" DIAMETER SCHEDULE 40 PVC PIPE, WRAPPED WITH PAPERBACKED METAL LATH AND STUCCO FINISH 48. SHEATHING PAPER OVER PLYWOOD 49 . 2- X 6PLANKS, STAINED �p Z v -A% A ft 13 w &4- 0lkT%j4 &L,t W i, Q, , V ggi �4, RE WW2 C V All 4, ArNAM W Ull, 13 ­_1111 #41 W, W-A -A Pl, tF 4 v-14 =p7= ul) R. DIN 110 rN ri __i� A Pk_ g t "Ag w x_.*, �U N %77 1 wv� 4 kElp: R �,,7 5", t -, V.V X4, Tll i,7 V rq U w, �111 :N P IN I 1�w jJ WALL -SECT[h. bxlli rA 0, A, A A 15) 3/4":l' Rl s cl� Lu• cc ■ W Z UJ co 0 < loc q< C-4 (01 0 LL 2. LL; 0 cf) tr w CL z 2 cl) IL 0 Lrj .zi Lu Z Lu Lu cl) a cl) _j <0 () I.I. tu cm) 0 C.) 0+ tu U) 0 oz, a. I 0 1= co) CD CL z Y cl) Z. 0 0 CC LU cn 0 j .z DATE 4/21/88 DRAWN BY MDT PROJ. NO. 87-09-87R REVISED SHEET A�15 I OF 29 U WALL SECTION �A Js -r -1 3/4":T-0" MATERIALS LEGEND - INDRIO CROSSINGS 1. ROOF - CONCRETE SPANISH 'S" TILE 2. ROOF - 3-PLY BUILT-UP 3. 2' LIGHTWEIGHT CONCRETE OVER 1 POLYSTYRENE (U+.074) (LOCAL TENANT) 4. INSULATION - 2.5" THERMAX -1/2' FIBERBOARD (WINN DIXIE) 5. SHEATHING - 5/8' 'CDX' EXTERIOR GRADE PLYWOOD 6. UNDERLAYMENT - ONE LAYER OF 30 LB. FELT TINTAGGED PLUS ONE LAYER OF 90 LB. MINERAL SURFACE ROLL ROOFING MOPPED ON WITH HOT ASPHALT 7. FLASHING - 26 GA. STAINLESS STEEL. STUCCO STOP/COUNTER FLASHING (PAINTED) 8. PUSHING - 26 GA. GALVANIZED STEEL (PAINTED) 9. STUCCO - MIN. 5/8' THICK ON SELF -FURRING LATH 10. STUCCO - MIN. 7/8' THICK ON PAPER BACKED METAL LATH 11. STUCCO - 8' WIDE X 1-1/2" RAISED BAND 12. STEEL JOISTS - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING 13, FRAMING - 6' X 16 GA. METAL STUDS AT 24" O.C. 14. FLOOR SLAB - 4' THICK, 3000 PSI CONCRETE WITH 6' K 6"-10/10 WWM ON 6 MIL. POLYETHYLENE VAPOR BARRIER 15. FOOTING - CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCEMENT 16. EXPANSION JOINT - 1/2' X 4• COMPRESSIBLE JOINT FILLER 17. ROOF DECK - 1-1/2' X 25 GA. STEEL DECK 19. STOREFRONT - 1-3/4" X 4" ALUMINUM TUBE (DARK BRONZE) 19. GLASS - 1/4' CLEAR TEMPERED 20. WALL BOARD - 5/8' THICK TYPE 'X' GYPSUM BOARD 21. INSULATION - 3-1/2' FIBERGLASS BATT 22. STUCCO - 5/8' THICK ON 12" C.M.U. 23. C.N.U. - 12• SPLIT FACE - BEIGE 24. DOWNSPOUT - 26 GA. GALVANIZED STEEL (PAINTED) 25. GUTTER - 26 GA. GALVANIZED STEEL (PAINTED) 26. CONCRETE SPLASH BLOCK 27. STEEL BEAM - REFER TO STRUCTURAL DRAWINGS FOR SIZE 6 SPAN 28. STUCCO - MIN. 3/4' THICK ON 3/8' RIBLATH 29, CAP FLASH - 26 GA. GALVANIZED STEEL (PAINTED) 30. FLASHING/STUCCO STOP - 26 GA. GALVANIZED STEEL 31. MOLDING - 1'-0' WIDE CONTINUOUS STYROFOAM BAND 32. SCUPPER - 6'H X 12'W 26 GA. GALVANIZED STEEL 33. ROOF FLASHING WITH FIBERED ALUMINUM COATING 34. 4- X 8' CEDAR WOOD BEAM, STAINED 35. REINFORCED CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 36. C.M.U. - 8" CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 37. FRAMING - 4' X 16' GA. METAL STUDS AT 24" O.C. 38. CHANNEL SCREED - "FRY REGLET' PCS-75-V-300 OR EQUAL 39. C.M.U. - 12" CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 40. INSULATION- ZONOLITE ALT. 42 - COREFILL 500 FOAM INSULATION 41. WOOD TRUSSES AT 24" O.C. CERTIFIED BY FLORIDA REGISTERED ENGINEER 42. ROOF DRAIN - 3' DIA. SCHEDULE 40 P.V.C. PIPE 43. ROOF - 4 PLY BUILT-UP 44. GLASS - 1/4' CLEAR GLASS, 1/2" AIR SPACE, 1/4" CLEAR GLASS, SIMILAR TO P.P.G 'TWINDOW UNITS'. TEMPERED WITHIN 4'-0' OF DOORS. 45. 5/8" STUCCO 46. STEEL TUBE COLUMN - REFER TO STRUCTURAL DRAWINGS FOR SIZE 47. DECORATIVE COLUMN, 6' DIAMETER SCHEDULE 40 PVC PIPE, WRAPPED WITH PAPERBACKED METAL LATH AND STUCCO FINISH 4}. SHEATHING PAPER OVER PLYWOOD 4). 2' X 6' PLANKS, STAINED c) r F t= c ■ W ■ ■ Q r`IJAj QM i W w c / mol UJ M Z M J Ucc a c%j W WALL SECTION 3/4":T-0" 7' -WALL SECTION •�s 3/4"•1�-0" NOV � 1�66 Ab"IN M. STRASSLER, AJ A" A r K R 12`WALL SECTI.ON u — � GONG. PAW�PET To S�GGa GON�RuL SS'--i u 4 CArtr SECTION A —A VARIZS 16-0 TO IS-0 13 ` _WALL SECTION 11 WALE:,° SECTION x • Q W V J Q cc V n ■ 2(.)(0 cn Z W F-- M M = O ...I U r` Qa04 DATE 4/21/88 DRAWN BY MDT PROJ. NO. 87-09-87R REVISED 1s WALL SECTION-_- __ 3/4":l'-0.. J 5 WALL SECTION -17% -- 3/4":1'-0„ 14 WALL SECTION 3/4':T-0" HOV 3 1988 ALAN M. STRASSLER, A ;. SHEET A-17 OF 29 J _ uuwouu�lrr /J IRIPW a 3 PLY Pa[:11LT OF P>ooFINle� F 2 LiCxHWI✓ti � �i GONG. pyEpt, d, . �' " Ft*-Y5Tl*i t,4E ON SLCOAT rr^q 511._ FASCt/A�GP�Av�� � 21X 6(�1I Y.-f. 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SHEATHING - 5/8" "COX" EXTERIOR GRADE PLYWOOD 6. UNDERLAYMENT - ONE LAYER OF 30 LB. FELT TINTAGGED PLUS ONE LAYER OF 90 LB. MINERAL SURFACE ROLL ROOFING J MOPPED ON WITH HOT ASPHALT 7. FLASHING - 26 GA. STAINLESS STEEL. STUCCO STOP/COUNTER FLASHING (PAINTED) 8. PLASHING - 26 GA. GALVANIZED STEEL (PAINTED) J 9. STUCCO - MIN. 5/8' THICK ON SELF -FURRING LATH 10. STUCCO - MIN. 7/8" THICK ON PAPER BACKED METAL LATH 11. STUCCO - 8" WIDE X 1-1/2" RAISED BAND 12. STEEL JOISTS - REFER TO STRUCTURAL DRAWINGS j..%. a,.. FOR SIZE AND SPACING. 13. FRAMING - 6" X 16 GA. METAL STUDS AT 24 D.C. { 14. FLOOR SLAB 4" THICK, 3000 PSI CONCRETE WITH 6" x 6"-10/10 WWM ON 6 MIL. POLYETHYLENE VAPOR BARRIER 15. FOOTING - CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS ` FOR SIZE AND REINFORCEMENT 16. EXPANSION JOINT - 1/2" X 4" COMPRESSIBLE JOINT FILLER P 17. ROOF DECK - 1-1/2" X 25 GA. STEEL DECK :k kg " 18. STOREFRONT - 1-3/4- X 4" ALUMINUM TUBE (DARK BRONZE) f 19. GLASS - 1/4" CLEAR TEMPERED '9' $✓,' 20. WALL BOARD - 5/8" THICK TYPE "X" GYPSUM BOARD h 21, INSULATION = 3-1/2" FIBERGLASS BATT 22. STUCCO 5/8" THICK ON 12" C.M.U. + 23C.M.U. - 12' SPLIT FACE - BEIGE 24: DOWNSPOUT 26 GA. GALVANIZED STEEL (PAINTED)I 25GUTTER - 26 GA. GALVANIZED STEEL (PAINTED) 26: CONCRETE SPLASH BLOCK 27. STEEL BEAM -REFER TO STRUCTURAL DRAWINGS FOR SIZE b SPAN €"*+Y t 4+' 28. STUCCO - MIN. 3/4" THICK ON 3/8" RIBLATH - d 29. CAP FLASH - 26 GA. GALVANIZED STEEL (PAINTED) UlA�h'_ 30. FL)ISHING/STUCCO STOP - 26 GA. GALVANIZED STEEL 31. MOLDING - 1'-0" WIDE CONTINUOUS STYROFOAM BAND 33. SCUPPER - FLASHING X 12"W 26 GA. GALVANIZED STEEL { 34. ROOF PLASHING WITH BEAM,FIBERED ALUMINUM COATING 35. 4' % 8" CEDAR WOOD BEAM, STAINED ; 35. AEINPORCED CONCRETE WALL, REFER TO STRUCTURAL - DRAWINGS FOR REINFORCEMENT 36. C.M.U. - 8" CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 37. FRAMING - 4' X 16' GA. METAL STUDS AT 24" O.C. 38. CHANNEL SCREED - "FRY REGLET" PCS-75-V-300 OR EQUAL 39. C.M.U. - 12" CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT ' 40. INSULATION - ZONOLITE ALT. 42 - COREFILL 500 FOAM INSULATION {� 41. WOOD TRUSSES AT 24" O.C. CERTIFIED BY FLORIDA REGISTERED 3 ENGINEER 42. ROOF DRAIN - 3" DIA. SCHEDULE 40 P.V.C. PIPE 43. ROOF - 4 PLY BUILT-UP 44. GLASS - 1/4" CLEAR GLASS, 1/2" AIR SPACE, 1/4" CLEAR GLASS, SIMILAR TO P.P.G 'TWINDOW UNITS". TEMPERED WITHIN 4'-0" OF DOORS. 45. 5/8- STUCCO 46. STEEL TUBE COLUMN - REFER TO STRUCTURAL DRAWINGS FOR SIZE 47. DECORATIVE COLUMN, 6" DIAMETER SCHEDULE 40 PVC PIPE, WRAPPED WIT PAPERSACKED METAL LATH AND STUCCO FINISH 48. SHEATHING PAPER OVER PLYWOOD 49. 2" X 6" PLANKS, STiAAINED - t « -! }$,��,°I'-3- ✓^n°s ' x , e;A 1? k_ Xs r ,... a ffi �A k n M, r a 4 n k 4 x. krq r f?Y E}" hF a YpLf d" q,,' i i, { t .i" h° 7% °� '�1@; } Mmx#as ✓ ':.IA. ,, : F. ii`� "s tdR i' ` *(r � ! .+lr€yb'' a44 Ty , r s x a a F: k. a t"�r � + ; ✓-• 7 : r J,� ` "'rk f 4 '* ) x J Qgm ..�• a-...� OW ( al ��-, ' WALL'' ECTION ., 18� 3/4":T-0 3/4 .1'-QA x `?'rk` m a ✓ ' ),r rJ` :4F a,T wffi ! �K K ., na ,=§. _77 X,,�%s,.p .' r4'• ?i"zf xr < -� ,c�, rgh v, �, u ,Y ✓ i` s: k ,^ 9 j f�+, L � ').'. � 5 :1fx]',lu .- ..1QTi-. "`": ✓ ,1.i3 4., ..:fl Ik .i ..i ��h a d`/�°i`� .._ NB, S)tN. NY.Pn ..Y A .d'Fi!. '// � WALL SECTION \A-1� A I, z i DATE 4/21/88 DRAWN BY ' MDT PROJ. NO. 87-09-87 '' DC VLC Cn SHEET A-18 0F 29 VIM* 1 X",Kt �T� r 0 --Aft - - ME l j 6vil__ A- aaZZ 15 14 A -A -A _x l_� A RE -A Am— 47 W'A""o' � N UMl��I"4?1 VV"t NtMA"AA WEt. 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S .c. 12 �rg i, p a i•� a ?e Vet s # 54 t w. • ;.� r:i **eP 4; r L P r r` W ff t Y x � yF F ' R � Y•, z& Y��-• ¢a, i. .--Lv� ,':}i ..�1 fir 3 A'., � �£�.� �F+��,�€• `. r c i. tnoF^y .�'. f ffi3r'vµ`eeF rrk x t R" f�t /� Mt y e r s A ts 5' h� 23 s r� AMAN a Wr �■ ■ cn a Q ■ U W Z F— MCM _I = O U tom. cc < C.4 (0. 1 f '# y I a c Y J b � r U. W r LL 1 LL Z W /A V 1 O Z r*v=� ar W t -_ kk Q #1 yJ I w c / . n, a LV � U 5 C C "a 'P S { •_- iR _ (n Q C3 Z CL 0 # Z Z. o Q 2, a � 0 O N fir' 0 J Z DATE 4/21/88 DRAWN BY MDT PROD. NO. 87-09-87R REVISED SHEET A-2® OF 29 MATERIALS LEGEND - INDRIO CROSSINGS 1. ROOF - CONCRETE SPANISH -S- TILE 2. ROOF - 3-PLY BUILT-UP 3. 2" LIGHTWEIGHT CONCRETE OVER 1' POLYSTYRENE (U+.074) (LOCAL TENANT) 4 INSULATION 2.5- THERMAX -1/2- FIBERBOARD (WINN DIXIE) 5: SHEATHING 5/8- -CDX' EXTERIOR GRADE PLYWOOD 6. UNDERLAYMENT - ONE LAYER OF 30 LB. FELT TINTAGGED PLUS Cl, l ONE LAYER OF 90 LB. MINERAL SURFACE ROLL ROOFING MOPPED ON WITH HOT ASPHALT 7. F ASTAINLESS STEEL. STUCCO STOP/COUNTER FLASHING (PAINTED) 8. FLASHING - 26 GA. GALVANIZED STEEL (PAINTED) 9. STUCCO - MIN. 5/8' THICK ON SELF -FURRING LATH 10. STUCCO - MIN. 7/8- THICK ON PAPER BACKED METAL LATH 11. STUCCO - 8- WIDE X 1-1/2" RAISED BAND 12. STEEL JOISTS - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING 13. FRAMING - 6" X 16 GA. METAL STUDS AT 24- D.C. 14. FLOOR SLAB - 4- THICK, 3000 PSI CONCRETE WITH 6- x "M ON 6 MIL. POLYETHYLENE VAPOR BARRIER 15. FOOTING - CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCEMENT 16. EXPANSION JOINT - 1/2" X 4' COMPRESSIBLE JOINT FILLER 17. ROOF DECK - 1-1/2- X 25 GA. STEEL DECK 18. STOREFRONT - 1-3/4' X 4" ALUMINUM TUBE (DARK BRONZE) 19. GLASS - 1/4" CLEAR TEMPERED 20. WALL BOARD - 5/8- THICK TYPE 'X- GYPSUM BOARD 21. INSULATION 111 3-1/2- FIBERGLASS GATT 22. S7=fC - 5/8" TRICK GV 22' C.M.U. 23. C.M.U. - 12* SPLIT FACE - BEIGE 24. DOWNSPOUT - 26 GA. GALVANIZED STEEL (PAINTED) 25. GUTTER - 26 GA. GALVANIZED STEEL (PAINTED) 26. CONCRETE SPLASH BLOCK 27. STEEL BEAM - REFER TO STRUCTURAL DRAWINGS FOR SIZE & SPAN 28. STUCCO - MIN. 3/4' THICK ON 3/8' RIBLATH 29. CAP FLASH - 26 GA. GALVANIZED STEEL (PAINTED) 30. FLASHING/STUCCO STOP - 26 GA. GALVANIZED STEEL 31. MOLDING - 1--0" WIDE CONTINUOUS STYROPOAM BAND 32. SCUPPER - 6-H X 12-W 26 GA. GALVANIZED STEEL 33. ROOF FLASHING WITH FIBERED ALUMINUM COATING 34. 4' X 8' CEDAR WOOD BEAM, STAINED 35. REINFORCED CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 36. C.M.U. - 8' CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 37. FRAMING - 4- X 16' GA. METAL STUDS AT 24- D.C. 38. CHANNEL SCREED - "FRY REGLET' PCS-75-V-300 OR EQUAL • 39. C.M.U. - 12- CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 40. INSULATION - ZONOLITE ALT. 42 - COREFILL 500 FOAM INSULATION 41. WOOD TRUSSES AT 24' D.C. CERTIFIED BY FLORIDA REGISTER ENGINEER 42. ROOF DRAIN - 3' DIA. SCHEDULE 40 P.V.C. PIPE 43. ROOF 4 PLY BUILT-UP 44. GLASS 1/4- CLEAR GLASS, 1/2' AIR SPACE, 1/4- CLEAR GLASS, r. SIMILAR TO P.P.G 'TWINDOW UNITS'. TEMPERED WITHIN 4'-0" OF DOORS. 45. 5/8' STUCCO 46. STEEL TUBE COLUMN - REFER TO STRUCTURAL DRAWINGS FOR SIZE 47. DECORATIVE COLUMN, 6* DIAMETER SCHEDULE 40 PVC PIPE, WRAPPED W PAPERSACKED METAL LATH AND STUCCO FINISH 48. SHEATHING PAPER OVER PLYWOOD 49. 2' X 6- PLANKS, STAINED AR Anslammom to w-v b_'V? mmm''t Y fa WIN IF 4, Zh; 3 I Mi. rI, "T VP 4 tV- 7 • IM 14 r of /till IR 5 5 1 q A T it I U L7 911 ...... 4c, ... lls iv L SECT .14■10 N fill -2 ��tw 3oAJi:&xi Ma" ld� �l MU� 5 (37 w-v b_'V? mmm''t Y fa WIN IF 4, Zh; 3 I Mi. rI, "T VP 4 tV- 7 • IM 14 r of /till IR 5 5 1 q A T it I U L7 911 ...... 4c, ... lls iv L SECT .14■10 N fill -2 ��tw 3oAJi:&xi Ma" ld� �l MU� 5 (37 11 IS"if 'IT, LI it it L'SECTItON. y- X I __T_TT .1-1 711 .. . ... .. .... % Mt 'f ii It �!41, it Nil 1 tw In V-1 tl Ijj 'Aw; adb q ai 31 38 %,;g 42 1-4 77 27 'to, iI KI: WM,- Q v W* jTI rl RAMING BEYOND, REFER TO STIR U-6 T U'_jRA__L,'.DRAWINGS U� I N v] N, §2 �_ Kv A Ilk. = rk _Tl I- m0l� Y- ot ­F 011� "1' AA �59 a ....... . . . . . . . T X UWA 140 1, 4�'1 jj IN It L t 16 It All ve.- 1., ux ary 141M 7�11 I qg, yrs yY fIZ o' ry "IS cc Lu• .j cn CA ■ U) F- LJJ c1l) Z cy) 3: 0 1 u rI 041 cc 0 _j LL LLI w CL III LL z Lu cl) 0 _j z Lu cl) Lu cl) 0 u. cc uj 0 0, 0 a uj co Q 0 0 m IL z- 0 cc 0 IL z Te cl) z 06 0 0 U M LU cl) O DATE 4/21/88 DRAWN BY MDT PROD. NO. 87-09-87R REVISED A IN 4 ,h m 1 Y 35 WALL SECTION -2 ----3/4":T-0" MATERIALS LEGEND - INDRIO CROSSINGS 1. ROOF - CONCRETE SPANISH -S' TILE 2. ROOF - 3-PLY BUILT-UP 3. 2- LIGHTWEIGHT CONCRETE OVER I" POLYSTYRENE (U+.074) (LOCAL TENANT) 4. INSULATION - 2.5- THERMAX -1/2- FIBERBOARD (WINN DIXIE) 5. SHEATHING - 5/8- -CDX- EXTERIOR GRADE PLYWOOD 6. UNDERLAYMENT - ONE LAYER OF 30 LB. FELT TINTAGGED PLUS ONE LAYER OF 90 LB. MINERAL SURFACE ROLL ROOFING MOPPED ON WITH HOT ASPHALT 7. FLASHING - 26 GA. STAINLESS STEEL. STUCCO STOP/COUNTER FLASHING (PAINTED) 8. FLASHING - 26 GA. GALVANIZED STEEL (PAINTED) 9. STUCCO - MIN. 5/8' THICK ON SELF -FURRING LATH 10. STUCCO - MIN. 7/8- THICK ON PAPER BACKED METAL LATH 11. STUCCO - 8' WIDE X 1-1/2' RAISED BAND 12. STEEL JOISTS - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING 13. FRAMING - 6- X 16 GA. METAL STUDS AT 24' O.C. 14. FLOOR SLAB - 4- THICK, 3000 PSI CONCRETE WITH 6' x 6'-10/10 WWM ON 6 NIL. POLYETHYLENE VAPOR BARRIER 15. FOOTING - CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCEMENT 16. EXPANSION JOINT - 1/2' X 4' COMPRESSIBLE JOINT FILLER 17. ROOF DECK - 1-1/2' X 25 GA. STEEL DECK 18. STOREFRONT - 1-3/4' X 4' ALUMINUM TUBE (DARK BRONZE) 19. GLASS - 1/4' CLEAR TEMPERED 20. WALL BOARD - 5/8' THICK TYPE 'X' GYPSUM BOARD 21. INSULATION - 3-1/2- FIBERGLASS BATT 22. STUCCO - 5/8' THICK ON 12' C.M.U. 23. C.M.U. - 12- SPLIT FACE - BEIGE 24. DOWNSPOUT - 26 GA. GALVANIZED STEEL (PAINTED) 25. GUTTER - 26 GA. GALVANIZED STEEL (PAINTED) 26. CONCRETE SPLASH BLOCK 27. STEEL BEAN - REFER TO STRUCTURAL DRAWINGS FOR SIZE 6 SPAN 28. STUCCO - MIN. 3/4- THICK ON 3/8- RIBLATH 29. CAP FLASH - 26 GA. GALVANIZED STEEL (PAINTED) 30. PLASHING/STUCCO STOP - 26 GA. GALVANIZED STEEL 31. MOLDING - 1'-0' WIDE CONTINUOUS STYROFOAM BAND 32. SCUPPER - 6'N X 12'W 26 GA. GALVANIZED STEEL 33. ROOF PLASHING WITH FIBERED ALUMINUM COATING 34. 4' X 8' CEDAR WOOD BEAM, STAINED 35. REINFORCED CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 36. C.N.U. - 8' CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 37. FRAMING - 4' X 16' GA. METAL STUDS AT 24' O.C. 38. CHANNEL SCREED - 'FRY REGLET' PCS-75-V-300 OR EQUAL 39. C.M.U. - 12- CONCRETE MASONRY UNITS - REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT 40. INSULATION - ZONOLITE ALT. 42 - COREFILL 500 MAN INSULATION 41. WOOD TRUSSES AT 24. O.C. CERTIFIED BY FLORIDA REGISTERED ENGINEER 42. ROOF DRAIN - 3' DIA. SCHEDULE 40 P.V.C. PIPE 43. ROOF - 4 PLY BUILT-UP 44. GLASS - 1/4' CLEAR GLASS, 1/2' AIR SPACE, 1/4' CLEAR GLASS, SIMILAR TO P.P.G 'TWINDOW UNITS'. TEMPERED WITHIN 4'-0- OF DOORS. 45. 5/0' STUCCO 46. STEEL TUBE COLUMN - REFER TO STRUCTURAL DRAWINGS FOR SIZE 47. DECORATIVE COLUMN, 6- DIAMETER SCHEDULE 40 PVC PIPE, WRAPPED WITH PAPERBACKED METAL LATH AND STUCCO FINISH 48. SHEATHING PAPER OVER PLYWOOD 49. 2' X 6- PLANKS, STAINED 1� DETAIL -22 34 WALL SECTION _2 - 3/4":T-0.. THICKER STUCCO eANp ON PgfP-P, E!ACF-0 SELF- FUFR INCr ME7AL� L-ATH PAINED ACCENT COLOK lj `-16 GDX PLYWOOD 6,n16 GA. MTt. STUDS 1 I 3":1' - 0„ i L2,"1WL ...I0I L G(-111 I 1� 11 3x3k�� STUD 15FA 36, WALL SECTION nn -2 3/4":1'-0" -2e' i w 4 i 16 -i H 3 � WALL SECTION - 3/4":T-0" It e DETAIL W oc 3": T - 0" 4. a 17 12 15 N uv 8 1988 ALAN M. STRASSLER, 32 WALL SECTION -2 3/4' :1'-0„ Wa .J • a M l< M immon U) ■ V M Z I. c" M 2 O U N a cc a 04 W Q O I O 'r J [r LL M W U cc w a F- LL z w C/i 2 a OZ J W > c^ w \I � JO _Q o cc cc w V 0 0 e a cc W = cn ® cs CLz i a O _ N a: C7 a z ;C U) oZf O a U o w N O J J � Q Z DATE 4/21/88 DRAWN BY MDT PROJ. NO. 87-09-87R REVISED SHEET A-22 OF 29 _____ I I I !1111�l���iii, iiiiiiiii[M"""F,,., I ____ - ; i :1�ill ���i����i����l�ii�,91�l�,l��!iml,mffmmo I -, � � _; - W_ - i � Immm m� I WORRMWORM 1, � - i ­ . ..... I'll, I I I � ­11i 1 17 1 -0 I � MATER.ALS LEGEND - INDRIO CROSSINGS . �5TANL15'� 5TSE�_ rLASHIN6r/6a"m� M_EXI&C ED(F�sNSICAq rr, ",4FCO" pl � .1 ,��i' i 1 2. ROOF - 3-PLY BUILT-UP / I'll d �'�. �:� I 1 2' LIGHTWEIGHT CONCRETE OVER 1 1 POLYSTYRENE (U+. 07 4 1 1 rLEA- �SPAI'J L-6H - 32 1� 11 I � ,,4?bilt � I . . 3. TENANT) � . I �i o"I'lP , 1 4, INSULATION - 2.5- THERMAX -1/2- FIBERBOARD (WINN DIXI " ,iIg�l, � � 5. SHEATHING - 5/8' 'CDX' EXTERIORGRADE PLYWOOD / 1� cil� � - - : . UNDERLAYMENT- ONE LAYER OF 30 LB . FELTTINTAGGED PLU "'V / Z�� , �, 219 :� - I lll�l , i&"&V I � " I I I _+_ Zi I - o " �l 11, �� I I .1 i � I � 1. ROOF - CONCRETE SPANISH 'S' TILE hal P I ") 33 A )W"'ZI, � 7 , i ONE LAYER OF 90LB. MINERALSURFACE ROLL ROOFING � / 11 MOPPED ON WITH HOT ASPHALT ; , - I - �l I I �1�1'_ 7. FLASHIN - 26 GA. STAINLESS STEEL. STUCCO STOP/COUNT A 11 ,; I I I I I . . N'll --- P � I, 1, � I . I G ( I D I � � , ?A� I— � 1, 8. F�SHING - 26 GA. GALVANIZED STEEL (PAINTED� I � 1 7 , - P:r � I 1 . to � - 1 �.,,� ;t I 1 9. STUCCO - MIN. 5/8' THICK ON SELF -FURRING LATH ,i � , __ . 10. STUCCO - MIN. 7/8' THICK ON PAPER BACKED METAL LATH ­ 1. - j - ,� g�i ­­,_ . � 11. STUCCO - 8" WIDE X 1-1/2- RAISED BAND raw I -, �,j I I - - 'I . I ..,, , ,' 11 f- I 1 12. STEEL JOISTS - REFER TO STRUCTURAL DRAWINGS 1, I i .- I. I -,','t,;, I'll, .1 , --A - �,, "t I I S ZE AND SPACING 4ETAL ST DS A 24 - D.C. ,� - ­ __ I ,, ' 13. F MING X T , I i I I - I . Ili I 1 14 . FLOOR SLAB - 4' THICK, 0 R ­ - . . . I , ­ "­ � I I I - � _ I I � WWM ON 6 MIL. POLYETHYLENE VAPOR BARRIER / L 11 I I- 4 Z:3;. 5 A,� a-cl i In m .. �� 11 1 15. FOOTING - CONCRETE FOOTING, REFER TO STRUCTURAL DRAWIN 1 2 �, � Woo P FLA,1�40 I ll___� 11" FOR SIZE AND REINFORCEMENT � r____� �, , � �,,,.,e I I , ­11 �� I I 1- I , 16. EXPANSION JOINT - 1/2' X 4- COMPRESSIBLE JOINT FILLER 7U, 11 17 . ROOF DECK - 1-1/2- X 25 GA. STEEL DECK � , i I '5FAk-415�4's'nL.e , .. � , - - � V I ,i 1 18. STOREFRONT - 1-3/4- X 4- ALUMINUM TUBE iDARK BRONZE) I , ,�� I 1 19. GLASS - 1/4" CLEAR TEMPERED J� b 1, , �, 12��_ ;�_ I I '' I ; .:I� I rl 20. WALL BOARD - 5/8' THICK TYPE 'X- GYPSUM BOARD, I I( 6SPAK $Z>e , 1 7 1 .� 1 21. INSULATION - 3-1/2- FIBERGLASS BATT 11 � Ili- � i '' ­i9 . , I _� � , ,�- � I , I �- I LL , �, 11 - 22. STUCCO - 5/8' THICK ON 12" C.M.U. 4 I I �,_. I � -1 � I - 12" SPLIT FACE - BEIGE : , "I � I - �", 23. C.M.U. , "' � �'l t I i i � % , I m i - N -11 $ , _'w ', I ,�� �",v ON I I - ,., - 26 GA. GALVANIZED STEEL (PAINTED) I ! 4 1 m_vw - ,,,,, 24. DOWNSPOUT .. i--- ­!_ -, - - -, 7,­ ,- I � I iii I I 11 �11 25. GUTTER - 26 GA. GALVANIZED STEEL (PAINTED) , �1' "I I - , -kl �i. , �� 0�_ ,�� i I 26. CONCRETE SPLASH BLOCK 'i, , . - - � ... � Z�7� ",_ � 1 4 . � 27. STEEL HEM - REFER TO STRUCTURAL DRAWINGS FOR SIZE & S �'eAC,KER R411P ,i, f" I _� 1. 3/4- THICK ON 3/8" RIBLATH I A . I � � I I "I I �� I I I � i . 1 28. STUCCO - MIN. t'' ,- ,, �'. i 0­1 - 29. CAP FLASH - 26 GA. GALVANIZED STEEL (PAINTED) I I- I 11 I "I I �� m I =I- ,,�I� �! , "i �, - . . . 6i - -11, 9 ,� 11 ,,, � 1-11 30, FLASHING/STUCCO STOP - 26 GA. GALVANIZED STEEL �'lt I Ul'it `Ti4lll 41ka 4 4 �-! , I � 'X",� I ; ,,�o .� i I . . �l ..--- 31. MOLDING - V-0- WIDE CONTINUOUS STYROFOAM BAND .1 I ­ � . ;i,4 �r`l, �­% 1� ftT4W 11 �11 , - I I ­ I "" - - - , ­ "' \ - SCAL-AN-T' �, I I � 11 . � �,,Jof�. _!,I_: ". � ��I�I� -, 1,114 A "I 32. SCUPPER - 6"H X 12-W 26 GA. GALVANIZED STEEL I * fl, illw � �� I I I i��,!w i%zi pl, - i'dig-W, ,-,-,,,, 33. ROOF FLASHING WITH FIBERED ALUMINUM COATING ,� I `1� T �� , I I �M -,�:40MIK W� 1 "k i , - PSN-s�v I t II 34. " X 8;CCEDAR WOOD BEAM, STAINED -- . - ­ il,"i 'A" � I ,�, �,`-,'�,'� j�f­,t'�M �­�S'A � iL �* - -_ "I F CONCRETE WALL, REFER TO STRUCTURAL F;, , , � 11 , NZ � I- I "', ",,,,, ­'�,� 1.,i,,,,� -, ,I- - I I, 41 '" . i 4 f " i 41 � i �" , ,, ", , , , ,, Q VET, i , f �, i" � ;t, �� I'll, - ­11- , '- ��, I w , Ni , �R,-,� ....... � !;W I �lti W" �; � I- ,� �,,I,��-,, �, 0 -- . f"i4f ji i, - , � ��, I - 1, f 41!71 1 i �� if, , ,q,� � ii " � I z I " , - :)" I 5�1 c, - , I "_� , �jm-,-,, �f,` 13ek I , 1. I ,% "-'31,2� Ilk 11 lld�*'�- � '_--i'mim ". � �&�'� , �,,i �A'�-IL�"�5���,'�Y-11�-�4,#r,,,�,� DRAWINGS FOR REINFORCEMENT - ll,&�, � ,il"', i; ;� - W& o5�cr I , �� __ 411, Ivi OiA, I 1� i�._11_ , ff,7� ,I� I � I �; '', , ,, , E. - ,,, - �I_ - 8' CONCRETE MASONRY UNITS - REFER TO STRUCTURAL , - I" I - - .,o . I lo�j "I - P 7 ,111 - * 11, ,. 11.1­ I', It -1 1-n�ll_ "I 'llwl­ rpg - 36. C.M.U. __ � ... i I Z VL LxT�t L't 121k A-0,1q,", Nli�,;lrll I i ", n, W DRAWINGS FOR REINFORCEMENT I M , , 1, �, t7 ,_T, I , Z �- f�kFo� &Ao�eo merm. 0 R :, 0m; `,�tl' �� � I Al ", �_ v 11 I NO _111"It'lo � ,,�� VR­��.";.,!V"A_Wkq'� F A, - , - -� " �� �-, �, ;I, I - -,,, i, - -- - � � ,w,�gl-l'8I:a"A " � " 'k, i ,� m 0 1 37 . AMING - 4' X 16' GA. METAL STUDS AT 24' 0 C i , * Ir F, ,�� � i,i " ,, IF "_,�"f4�_-";m, ,R`;I�irlllrl_��r� ,I& - , , �_ i- , v , �46 �, � lf, ,iill,,, ,�`�, � , ,,,�, �2 "�; ", - , , ,� - n, -, I t �jj � -4 , 4#1 " � - , - I . q ;,'� '"Fa _,�'l OR EQUAL A, I - ,ii, -­ ­ """ 1, I , i , I , � I , i., �� I , M5, rT 11 il� �,,!� I ... � __ ,, -­ , -r� - '­ 'i I ­ 11 '_ ��l I, gp 's�:,�' i _ _V,1�1*� - , �� 38. CHANNEL SCREED - V-300 ­ �"" � � ��.-J-, , - , . I ";w' I � 2 0 , �o - CONCRETE MASONRY UNITS -REFER TO ­ t -, 1, " , , - ­ 1 39. C.M.U. - 12 1 1 �". ;-ii " ,�;-;;I�,i 2 1­,� ,,, ,, 1, - I " STRUCTURAL DRAWINGS FOR REINFORCEMENT 1�`� r��_4� �yl � I , I -.0--,"g, , I , SULATION ZONOLITE I ff?-.ml��Y, � i,, ff.�,, - - I � ­ :1 `i 40. I A � , , nzw_ i '' - "A 11 , - -, 11 � 3 1 � 11 " AL C R I 0 F AM INSULATION I /1� i ,., � R �,, DETAI � i I "I" "I I I , I � I - I 0 41. TRUSSES AT 24- 0 C - RTIFIED BY FLORIDA REGISTERED 11 L I ", i� - I � "I �1111. Avl.� . .. T ,;, . I � ENGINEER - - � - -_ - _______i_ - - -- � I � 42. ROOF DRAIN 3 DIA. SCHEDULE 40 P.V.C. PIPE - - \ - , 4 � � - - � I . I I . . . 43. ROOF - 4 PLY BUILT-UP 3":l'-O" , ,� I , - 1 44 . GLASS - 1/4" CLEAR GLASS, 1/2" AIR SPACE, 1/4" CLEAR GLASS, r . .. " - . - (��) � I I I I . . SIMILAR TO P.P.G "TWXNDOW UNITS". TEMPERED WITHIN V-0- 1, \> � I I � I- I ,- I . -- , I � r I OF DOORS. m � , , , �', � �., 'J� lli,A � Yrvj,� �­,,,F,�'! _;Il'e-�4*�� ,,�, i % I-- - - , � x - I -."'l-, 1 4 � &�. i� , os, ,� , ,,� -- , '�' TO STRUCTURAL DRAWINGS FOR SIZE i?�,FAA', ,:��,� -t 'T - COLUMN - REFER , W I I)l I i I I � 46. '' , '' a 0", � 01, S. 5/8- STUCCO - - - , - 4, A ""� '! �l ��, �pi:�- � , " ! 4 , t, �,"�,��', � , ','i, "t � ,.,I� _� � '' IM , "f".., �-50�,:�,;,i, , - " , ;,,,, i " , STEEL TUBE , " , " - I I 11 1 47 . DECORATIVE COLUMN, 6* DIAMETER "� , iu I "'g,-"',­fl , , " �-, , i-VAx , ,,;, I SCHEDULE 40 PVC PIPE, WRAPPED WI - p _- ,, � �FW' , , , � i% -ii � ? . � i 14",,*i��g , �, � , � ,� 0 'IV !, ' ," �t, � - 1.11 -1 PAPERBACKED METAL LATH AND STUCCO FINISH ,I I - - , , " , 111 11 ,�, I I 1, -1- :!32� I i � "w ill" io ��i �` I- I I 11 s;, I 011li�l - , 4 ,/ 1 ,.,; Ili, p � �`, N 51 � 1�,�L li I ,,, ill - I- i'lil I 1. I'll 111-1-11 I'll, �,I�4,� � I e I � - - I I 1-1 48 . 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" A I�TION 1 -40 ��,��­',,,t 1";,Nt �, ,, L 4 - - LL SECTION I,I - ir, I I - I i-I I I '' `&,­ Ir i 'V''(i " I I I /' 39 , I 11, - , 0 , ,�� � "-, � " X , � 0 Ill ____ - -_ - ( I WALL ,q-8*VON- � 38 SECTION ' � WALL SEC I jr," 1`\j W .L,L..,i S ��­ ­M, �, !'�, A� ,�A-�� -- - _1 - ,8 WAL ... ­­. ... ..--.,,-- _____ _____ ., t, I �, ,_1_11- - I - I . I - I , I I . - I � -,, I I -, -1 ", I ­0" I ,z 3/4':-e� f- 1,1; 11 11- _ -, . q� ;, � , i 231 3/4":l' 1 ", 1 -2 1 � 3/4":T-0" . I �� � 1, ,'�,, :,,� 1. 2 , " Il ,',��, . 1 3/4":T i�' �.r' ',;',' ��I$11� , I , 11 , I "t "� , , , . ii,,; ,, �,,, � 1. � . ", � - ,,i,i��r , ,1� �i4yr:� -. i'� - ,q,_v7,Tw V, I - -�,� I li i '4t �� ., " �1, __ ", ,��i , 1� ,,, " %�,:i_, L", �,��-"- illil 9 �,�,� I v? I'll , I 11 11 "I ��- "I 11 :,�l - I ­,",­ 1,,­ I-- ,, _,�. � L X"�)ll r v., -1 ,�'. �i,� fl i� I I), �: - ... i'� ,'r 11 _Iil�`­ 1:,,�,, � 1� I", 11 4��m 1'�_ 0 A SIMILAR W/ EXP. JT. I ;h 1�e � :�l ��l � W, ,� � i I �'q, ''I � 1, I �� I �k - 2'-y 1 mmwpwm�� I I I ­ x 0 < ),�o­ uj . ff mi 0 < (n cn, l< cc �" (n U) : �_ (.) (0 W.-@ 0 Z F- Cle) < � a: 0 I mj u P%, < cc < CN (01 ,""I r im 0 iE I o �r- :. _j - LL q* � LLT ct) () cc I w 4 E: . �_ �_ I LL Aa I LLJ (1) n a. (!) 0 _j Z Lu � > . w cl) 0 cl) _j < 0 C.) CC x Lu () oc_- n 0 c) >_ u � .< in cr �r , W a= 0 0 z = IL 0 � (j) cr 0 CL z 0 0 cc LLI (n 0 _j cr .J 0 < A_� 3: DATE 4/21/88 DRAWN BY MDT PROJ. NO. 87-09-87R REVISED 1� � �� , , . SHEET 'vA-23 OF 29 Z I ul z ill "W -Mt 5 I *-K . .. . . . ;. " -,,s , K ft ` "I " , ��w ., , Po"M -Ai t,At �ng W, 4"Wk 1� ;t 4 MV, A I-e- 7 S 'it, Wi� , ui IL ui 'Ilk 'W'4j, Z J-1 BUILUING *D' 14 yl-FT ZA W, A p" S e ust A t gg g oF "J" �,�k MIN M Tu P UKAWN BY MDT PA-6J. NO. 87-09-87R REVISED SHEET Awm&24 OF 29 =o - MATCHLINE 'C' -o w z ;m I b I i d u�IZ-0 13-0 BIALDING 'D' -14 Z U I a I Z ° 0 I w z J 2 I BUILDING 'F' CANO a BUILDING 'F' "QFF1,.-T--,-PLAN 1 ill Ila I� �� d = z 7n'L� 0 w z 4-0 rrr TrP !LEGEND DRAFTSTOP - 3,000 S.F. AREA MAX. SOFFIT CONTROL JOINT 'MILCOR' ACCESS DOOR WITH LOCK ;> SOFFIT LIGHT LOCATION 4 NOV 3 1988 ALAR M- STRASSLERI w,0.i . cc • ' Q ♦♦J V J MQ is ■ Nj - F- U (O w c1l) ZF- M �=o J U tom. cc Q O O J t`- LL w U w a H H LL z w E ♦ ) V/ a o w Z w o J Q O w V 0 L) Q = z /� w U (L 0 = a Z O N a z oC a (7 z_ J w Y U oa w p Q O U w U. p[ w o a o z z U r4/ ATE 21/88 RAWN BYDT PROJ. NO. 87-09-87R REVISED SHEET A-25 OF 29 � I I � 2-8 1 I I � • Z' o' W - 1 Q T-- 46 - 49 I � - -N - N— I ------ cc a-- ---- ZI II a I'-4 Z .------- Q a N II U 4-0� I 1s \ iII To a I 46- 9 47 A p i i I I I 2 2-c 6 N I LL -- W I I U I I � w a u~. " I Z w V I-2�z -- � � ♦v��i �v a V N J Z w '/� - - -- > V / 42 46 9 46@ i - V 13, i _ PwD W/cr- Sb1l1WT Ci w v — -- _ I 1 s _ - c� �' N - _ — Q z LU a H- a Z W ----- ------ --------- a z Z ob �. i O 10\ E O W L5 cc 18 r0 i 20 1 1 11 � V I 2/Z 1 DATE ---- - - --- 10 21 5 ---- 4/21/88 5tl I I u DRAWN BY _ MDT _N� 37 - 5� _Q 8 7 09-87R -m 0 ti REVISED I I - ---------- --- I ' — 1 ,I 1 - - I I I I 2,oil SHEET Ax NOV 3 1988 A -- 2 6 ARCHED COLUMN SECTIONS ,LAN M. STRASSLER, A.la OF 29 1 1/ 2":1' - 0" a 0 711050 r p, m N F�l w" 7 ME MIM MORM 11 "�"Pow -Af to 1! 1 Jm IMP, "T, V zx - jk_ A-1 ­p �-, rgi, x z" Al �q iC 3 , " , ­11" �'� I �_J� qi, ........... 0" 1 40, Rf� _24 4,79 p" Mail �.N im MA WW IM 13 2 -4 kw+ r-T (ifALANT 37 r. EXrAN.40INT In o-P A 4 I'M ft ON AL V61 ;4T mf� X. E==Z7A - 7 i iik rf.M., ro"i'aw", mow, YA IT 'A M; 4� if —N Zp�"' E5 go a awl k - -X Y", A all C5 AA /18 8 \ A UR 7" EaXF xr. ARCHED COLUMN SECTIONS A v Lvi' o" 'AT �3 ----- --- - WKI 4 , +_0 0 B' 0 m M-2 N Mtl AFM -"ximO' grwj il � '-g—, m �T ELEVATION 10", "OF N-WM" nl'r�r 51 � T_'L -Il- -if - - ­1 1-4- r-r WOOP F5,4MINCr 7- m N F�l w" 7 ME MIM MORM 11 "�"Pow -Af to 1! 1 Jm IMP, "T, V zx - jk_ A-1 ­p �-, rgi, x z" Al �q iC 3 , " , ­11" �'� I �_J� qi, ........... 0" 1 40, Rf� _24 4,79 p" Mail �.N im MA WW IM 13 2 -4 kw+ r-T (ifALANT 37 r. EXrAN.40INT In o-P A 4 I'M ft ON AL V61 ;4T mf� X. E==Z7A - 7 i iik rf.M., ro"i'aw", mow, YA IT 'A M; 4� if —N Zp�"' E5 go a awl k - -X Y", A all C5 AA /18 8 \ A UR 7" EaXF xr. ARCHED COLUMN SECTIONS A v Lvi' o" 'AT �3 ----- --- - WKI 4 , +_0 0 B' 0 m M-2 N Mtl AFM -"ximO' grwj il � '-g—, m �T ELEVATION 10", "OF N-WM" nl'r�r 51 � T_'L -Il- -if - - ­1 1-4- r-r WOOP F5,4MINCr 7- �ow X4 r�"s -Al 01 FLU,-44 EoCra LAJ3)NO- LOeY-, Q 6 So _-2�Z it S's. FUL-1- MOKFIIX 711IRM Nn� CESS PANEL DETAIL 1A, Ai _140 . ... . . i*ok DATE 4/21/88 DRAWN BY RPM OJ. NO. 87-09-87R REVISED �Qjk? E SHEET Pi. A�27 0 F 29 LLM- w mww w P, W� �k P Y ✓iV' r� Z. Z3 4V } ryt 4' P.. .1 'W{(1E'S yhF :•t y, a M2 ! TY K ` j x f r i7a 9 r 4iK 1 k Y M1 , We F � A kry x d 3YK I3 1- I N Il " t � 0 6 SZ41Nl,E'S5 51'L. �IASHING,PaWTED — Inx rT. BlAGK1N(s 11 0 MSG IA Z AS R.S. CAR , 6TAINElD — DETAIL 6 x 16 GA . 74MTL . STUDS � " o Z-IZ / PLATE P�4E,NT' ,I Z" ail 3":1'-0" I I I SECTION S/4":f-0" a W • J a C!J cc ■ vJ U � W M Z F. M a = O Q cc <t 04 co d 0 O 1 w w U cr W a w z w a U) O V W Z W w '^ � 0 !� J Q 0 E W w ♦ ♦ V z O U Q = cn — CC w a Z = J H O cc (n W a a z (l) Y as � o Oct z a O J J O W N o Z DATE 4/21/88 DRAWN BY MDT PROJ. NO. 87-09-87 REVISED SHEET SECTION SECTION NOV 3 19$8 ALAN M, STRASSLER, A.I.R. A®2%01 OF 29 FOOTING SCHEDULE MARK SIZE REINFORCING F2a.12 2141DE c64tx 12!1 DP 3-44 LW. 44 e 29 =. W_ F2q .12 28i1WlrE cONIT.A 44 LIW. 44 re, 2q S.W. 1=30 x 3'-ox 12' C F 4 #4 E.W. BOT. F 3a 3-OX 12 DP S :* 4 E.W. BOT � 40 41-0 x 4 t- O x I ill) .5 *k 4 E. W. 507. F 50 -j'-Ox 5 L OX 121 pP` 7#$. 4 I:, W. aoT F 52 5,-2Xq'-04 I-i" DP i5,44 i IA.7.,#q 6. W. F&a 6-0xG'-0X1211DP q#5 --.W.}T. 3n! F0 ate© A 7-0 ,4 1n11 D { ot�UC 1 "I� @ . VT, r. ? COLUMN SCHEDULE MARK SIZE BASE SUPPORT BASE PLATE ANCH. BOLTS CI Ts, 4x4x 114 12x12x1%2 C4)-3 i1 c2 15SxSXV4 12viQ_cIy4 DO C4 T5 Cox4 c y2 14 xi2,cl%2 . DO c5 -, T56x4x $ Ax12A I%2 Do cro 't'S 8x4x�g I61,17-xl%2 !)o G7 ITs, &Y.&)cs/g 14 A14X1%2 DO ca 5"o(r4QM) RPE 12Ajzs.11/2 Oo G9 Wax 2.4 111 KI A pfl .. . , 1. .. c... " ^r, -.... ...... -• �,.. t .: ,.; - .a^-. • ,. ..,.._ ,... • i ,x: ,a�m�*� :,...r wy..,� ,s7 „>,..r �' ., .,..,. r . . , � -,. N. � ,- ...,...., �. .,.:.. -,,. '.-w _r t.,;,, .. ;e.. _sn. .. ,.: y 1 a� • ,..*�, i A , � .rµ. .� ;.. e 'krt Y. .:. .. .. rl .w P°3:.a ,:. .Ra .n..r 3 ., u. :.,. ..- x:. .. .x ,.: I� _..ai. :,i :. w1.. i- F. 53; a ..'. - N, ..::.,. A.. §�.+$-, .�....$ >�-„_ .., -... �` '.�•x x... .. -.c '.. x -3e•.. a ,E ., k.t `, it ,.r,.: t "';, 7 ..:.:i„� rl.:.::' a"�` ,;C fi3 '.'=. ,?3'" x'x,'1: °�' .'xtj',rf, n°i �«s ,fix .."i"=f 37 4y x Y5 ..3td4'-"'#X. �, ^n. ,.,4::"r`,' `.'�, •. ,Y ya.. ar.,:.f - wM t ,.r v ^9 ;�,. "',t ri s..bs .y 4;;?r"'s',�TS"+"", nJ, 'R rr�, S i)r ar w. „`r ,.,, " ,, �.kIllt Ilk r.. ,',�a Ji 3OLA 11ON .' rv, 3 .. nws>.a;�...�.lE`x. � Gn.,., �..'�n"x.,u_1 4 La tlj L = Wf.� !�»' �.t: �` i,�.:Y`:'rp' :.. ^i, ," . .a• .th r� h" '::. ;c,�d; h q' T' � �.by.�z,3x��+ ,q� m 1 y e. t ��� .. Ull „� r,.s<. ✓-Jgi. i r A .„},^a , �F: �:: �v rt:.::g:.s4..a!•S,•,,.i '#T.c' ` t jn.,�y, , • • •SEE • � • � ^ .. Jy. .. x;`- SN.:%' .»::}rc , .,. ,., � ,.,.:: �" 7a ,.x ,,�„..: Ll:'r .x #{•, 3u„ :'v§,e'. t. P, 4.. # '� �,?: ,i, a .R, p.. -- ,.,. �s', r,, .r.. �;',�; ... ,�' ^, -u:;: . .. ,....ice ,,., f :� .'i,: „r,,. ",$ t :.,� ".lu�r.,,� .:i ^r r. ... ,. rd r, �>� � li.ii n ,.. �i'� ��:',sr. •: {+a;,,*,h `.:;.� -'k;' ' lrtr<_ �, 3 '. �^: w�, C x. �J + • • R ... s i:.. .. .:� 2e\�,'.• :: ,. .-t... f "'I�i.rm,r { l!-; ,a T, ,Y f` I;eir .'. w... 3 WSP i e�,, -S"` � � IR a• 7 SEE SHEET S3 • . , .,.. , e..,, .. , ...,:a. ,. _. e. �.r* t ,.,f -, ... ..TE 1 ,.I+. k, #. ,... s .' r e,. _. .. .. ....a, :. ..,. .. i ..�. :,k : v reNr, .. .,. _h., s i•. �w '.:. ^i, r SEF� ,.. a.., .. ,.t.... _ ,. to ,, , 1 EMIL or- 'rrPic �R! OFm I-6xl-a CONC. PIEFL W/ o.c. I' PIER PLAN F-XISTING COL- SicSx'/4'TS. COLUMN. j 11,211 NON -SHRINK GROUT EPOxY GROUT .a'w 6 I, ,WATCH 1 INF. SFF $HEFT # S30 � ' � — El ---t------- —+ - 12°CMU. ,r PIS —T.O. FOOTING i11 PIER ELEVATION COLUMN & PIER ADDITION REQD. FOR FUTURE EXPANSION FOOTING SCHEDULE MARK SIZE REINFORCING F2a.12 24 I,IIDF GCNtx I Z' DP -3-44 LW- 44 1229 =• W- F2A 12 23i1WIGE COMT.x 12 D.P 344 LW. 44 ry 24 S.W. 7'-o"x3'-0x12"D1=. q#4E.W.50T. F 38 3-Sx3-ox IZ DP 5 # E qo q -o x -4'- o X 121ID P 5 #1= 4 E. W. SoT. 74.4 E, kl. BOT. F 7S'-2x-�IL04 1111 DP 5.i�- Fc:�;,o to-Ox r,=ox 12!IDP q*15 E.IN, enT. F 70 7'-19 rc -7-O.)c 1'L by a #t(p PIER SCHEDULE MARK SIZE REINFORCING VERT REINF. HORIZ. TIES PI IS�� 18 colyc., 4 l0 4 S Q 12 P2 181n2�'coNC 4 #!o 43@12 COLUMN SCHEDULE MARK SIZE BASE SUPPORT BASE PLATE ANCH. BOLTS CI Ts4y4x 1/4 12K12xI%2 (4)-3 '' c2 7i5 5ASX %4 12Jc 12,c1%4 DO G3 T5 (ox�ox %4 19 ><Iq 41Vi- Do C 4 T5 Co -,4 x YZ 14 n I'L41'/2 DO C 5 T5 6 x-1 x S g A x 12x l%2 00 c-ro T5 16x4xY6 I(oxlZxl%2 no G 7 TS A&S V.5 14 x 14 x II/2 DO r- RP 12,c12x1'/2 DO O9 W gx24 1DK14n'�O'q po o io i \ C s 40 � X C5 F50 ^- F 2q - I 1 2 9'-11" 3 7r'-8 4 MATCH LINE. SEE SHEET S3. S3 TV _ M - - i 1. FINISH FLOOR ELEVATION = 0'- 0. 2. BOTTOM OF FOOTING ELEVATION REFERENCES FINISH FLOOR. 3. SEE SHEET S2 FOR GENERAL NOTES. 4. SEE SHEETS S1 AND S2 FOR TYPICAL FOUNDATION DETAIL. 5. SEE SHEET S1 FOR CONCRETE WALL CONSTRUCTION NOTES. 6. SEE SHEET S8 FOR WALL PLATES. "�- 7, SEE NOIE 7 ON SI \ \ - 4' CONCRETE SLAB ON GRADE W/6x6-10/10 WWF OVER v:, MIL VAPOR BARRIER ON COMPACTED TREATED SUB - SOIL �I Ill I- Z L_ J $ / aIn i I 3-4 I � 1'4 i FZOI� I I c 4-1--161 I I,v I 'LL 0 I N W ) I I iIl 7 (f 1 TYPICAL PATTERN i OF GONSTRUC710N OR GONTPOL JOINTS x Lu 4 GS G6 GS �I GFj I I F4o Fop F_ F4o O - 7 J L J L r-' I I 2c', - r 1=4 0 J L- L_ J II 1=4CI F50 I pi - - - -+ -- ---- - 1 5 L L _y L -o -N 30�o i✓o L 2 I ' I 15-0'1 151-�I Isl-et> I JI-III 115'-O' 2 !�2 _ - FOUNDATION PLAN (BUILDINGS E 81 Fi ) NOV 3 1988 s 11 0 O J LL LL U w a F- U. z w IL O -- j y J Q cc W LLI V O N 0 o a Z ❑ CC _ a z _ O tL cA z ,Q Y a. as Z ❑ O 0 F- oC Q o � � ❑ 4= O z LL SCALE: 1/8` : 1'-0' r IJ 327.012 d 14,'P,r "," —'� —111'11�1- � "I � 01", ,ry 11711�1 "N" WI 'T v t'! "N qn 1;", NN� E� PICAL FOUNDATION DETAIL. WALL CONSTRUCTION NOTES. -S. �-ag "4 "A A� -Rp A -"F x F Ac v h; 4, 22 wm VA" W A')W WIS r. Fl )'N IN OfTr Fr r�i "M I r. r�� IT, vp .. t r.. .. ... a « :.. .. r r ...... ' _. . . ...z ZV 4 SIEE SHEET S8 FOR WALL PLATE" 1 • HARING PLATE SCHEDULE ON BEAM OR JOIST CENTER LINE. FOR TOP OF PLATE ELEVATION. NELSON STUD OR EQ., D.B.A. INDICATES DEFORMED BAR ANCHOR. K2 4 5- 7 Ar 4 7 4 Ui, Pq 131 LP 4 Te, E, 44 4, 4 y'?kr k N r 4 � f 17 T, T� k ITT 77IN 'I. ALL STEEL EL'�VATIONS IVEN G W, MOPE ELEVATION. vk '14 71: t W w».pv� ft v A 0:r 41, y iT X -r'T' All! 7Mrn 7i lk At Al� T -0 % AIN; 'JIM"W1 -1 N 'I, Tl�� - , % ,IT ff 'ir "JA m �1 maws ALL STEEL ELEVATIONS GIVEN (TOS ... ) INDICATE JOIST EARING ELEVATION. 2. ALL ELEVATION REFERENCES ARE ABOVE FINISH FLOOR ELEVATION 0'- 0. 3. SEE SHEET S2 FOR GENERAL NOTES. SEE SHEET S8 FORgr WALL PLATES. All Rk Wlv nth wl 4, 71 0 c Q �7 7"7 1:1 " " '4 ";", " - 'Z,A t�k`­­­ �Mtit,111I_,u9,11-_, , 'aj�­­-­ 'W -,,,A�w - - - 'F*b . 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G HAROLD SCHWARTZ Consulting Engineers 2730 Universit Blvd. W., 101-A WHEAT 14 MD 20905 (301) 942-0070 X • Wa J a Cn U) a cc U M Li: Z H M �� J aQCN - 4 O �1 a o r to 1� r.. w cc w_ d IL Z W � V/ ,^ a oZ V > W c G ,p U O Ui W cr ,V♦ U ® < W i .L -w- 93 IL W s(A O OC C7 IL z Y c J m C 4 1 c cc V+ c Z O wJ DATE 4/21/88 DRAWN BY MDT PROJ. NO. 87-09-87R R E � i J E D A2-2-98 He, voc 6-163 p'rk Tai LE SHEET m a OF 10, It It", Itt, cIr�,x W t" eW t,ii 44 ! w4b J, 7'k 04"', AP A;I wpo V, Pi� v wkll� s I - �4111'Y I— , I , , , 'xt�l "1 14, 14 It, fl '­ I I , ­ I, "', - � I � I TW� i"IFfCI Am it Pi� Ak T—tt lv I 11, 1 , , 11 - t'� , , "I, k IR...... RT N �t nt Itt 1- mt 12" 1 l ft, i� V Vn� �ttt I-; M- I ii!qItt" R! 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NO. 87-09-87R REVISED i 3-i1—`�,, ..-0 ./ SHEET ,. k' D i r OF 9 T. 5 70 S.AW.SEWEK R15w2 DIAGRAM I(/ G J - PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION WASTE VENT CW HW REMARKS WATER CLOSET V• 20 1/L� _ It/in J K • . !` a 4i1 T"_1 . /3\ �•�NIT�.�`� FcI �cK �1,4.� 4--!max, i lag I� X IZ° TYPIC-?AL- STorzm FAN 50 u3 ' x �:v I VALAbf 17,1v WG LAV VAL,V6 ---- L ` InGW5b14v166 we G'� • ExH �.1 `` V 1 211� 6 w 44I I ix Z-go LF -Ttb g--� --D g,— J , PLUItBINg �YRB04� AN4 A$BR�YjATION� SANITARY PIPING — COLD WATER PIPING (CW) — — NOT WATER PIPING (HW) — — _ VENT PIPING a GATE VALVE FD FLOOR DRAIN WN —t WALL HYDRANT TS TOP OF SLAB IR INVERT ELEVATION CO O CLEANOUT VTR VENT THRU ROOF �4+ Tor.l ScWt<R 0 GENERAL KECHANTCAl NOTE-- �1. MECHANICAL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL REGULATORY AGENCIES. 2. THESE NOTES ARE GENERAL IN NATURE AND PERTAIN TO THE ENTIRE PROJECT. WHEN EXCEPTIONS, ADDITIONS, OR REVISIONS EXIST THEY SHALL BE NOTED ON THE DRAWING WHERE THEY OCCUR. 3. CONTRACTOR SHALL CLOSELY EXAMINE FIELD CONDITIONS AND OTHER DISCIPLINE'S DRAWINGS, SUCH AS STRUCTURAL AND PLUMBING, TO AVOID INTERFERENCE AND CONFLICT WITH STRUCTURAL ELEMENTS, PIPING AND CONDUITS, ETC. A. DUCTWORK AND PIPING SHALL BE INSTALLED ABOVE CEILINGS,,.AND TIGHT TO STRUCTURE ABOVE EXCEPT AS INDICATED. S. INDICATED PIPE SIZES #RE INCHES, NOMINAL. REFRIGERANT PIPING SIZES SHALL BE AS REQUIRED AND SP1yCIFIED BY THE COMPRESSOR EQUIPMENT MANUFACTURER. 6. PROVIDE FLEXIBLE PIPING AND DUCTWORK CONFECTIONS TO ROTATING EQUIPMENT. 7. DUCT FABRICATION, FITTINGS AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE APPLICABLE ^SMACNA^ MANUALS. 8. INDICATED DUCTWORK SIZES ARE INCHES, INSIDE, CLEAR; ADJUST SHEET METAL SIZES AT INTERNALLY INSULATED DUCTS. 9. BALANCE AIR FLOW TO C.F.M. INDICATED ON PLAN. 10. PROVIDE 1/2" (MINIMUM) BIRD SCREEN AT ALL OUTSIDE AIR INTAKE AND DISCHARGE DEVICES AND EQUIPMENT. PROVIDE BACKDRAFT DAMPERS WITH ALL FANS EXCEPT AS NOTED. 11. PROVIDE INSULATION WITH VAPOR BARRIER ON CONCEALED AND HORIZONTAL INDOOR CONDENSATE DRAIN PIPING. PROVIDE TRAP AND CLEANOUT AT EQUIPMENT DRAIN CONNECTIONS. _ _ I 7 r I l 3 v�Tf� va I I II ,- 4*X In 776-, I i� , I ? GD EA. RT Rat` FLAB -jr'°'`t %1�=►ice. ram' w ':iTo NOV 3 198r ALAN M. STRASSLER, �. �.6i • � W ■j Q a �c ■ co) W M Z a=, ,}— J it Oct 1)ATC 4/21/88 DRAWN BY PROJ. NO, 87-09-87R REVISED Zg 6 -16 -g6 APP PA!LT pw 4 gl`eK rVK r L.el- J ( N Nl XD �ANTZ 4 33W-S IAos) irav SHEET r REMOVABLE EXHAUST GRILLE 71 v CEILING FAN C51 DETAILS NOT TO SCALE TELESCOPE FITTING WALL SLEEVE - h•TO yam{ AI WALL CAP DETAIL. NOT TO SCALE yl 3" SEE PLANS FOR 4, NECK SIZE DUCT FLEXIBLE CONNECTION DUCTWORK, SEE PLANS NOT TO SCALE 77 MTN IT i77 Vle E "A % NECK SIZE MECHANICAL SYMBOLS MECHANICAL ABBREVATIONS SHEET METAL PLENUM DAMPER MARK AIR DISTRIBUTION DEVICE; AD ACCESS DOOR lCFM SEE SCHEDULE AFF ABOVE FINISHED FLOOR RIGID ROUND DUCT BTU BRITISH THERMAL UNIT(S) PER HOUR DRAW BAND NO PLAN NOTE INDICATOR CD CEILING DIFFUSER CENT CENTRIFUGAL (FAN) a--XDH MOUNTED THERMOSTAT CER CEILING EXHAUST KLUlbltN EXHAUSTWALL EQUIPMENT CONTROLLED CFM CUBIC FEET PER MINUTE CLG CEILING 6'- 0" POSITIVE PRESSURE AIRFLOW COP COEFFICIENT OF PERFORMANCE (MIN) I MAXIMUM DUCT IN SECTION CRR CEILING RETURN REGISTER TRUNK DUCT DIA OR DIAMETER NEGATIVE PRESSURE AIR FLOW DWG DRAWING CEILING DIFFUSER WITH DUCT IN SECTION DR CONDENSATE D RAIN (PIPING) OPPOSED BLADE DAMPER EAT ENTERING AIR TEMPERATURE FLEXIBLE ROUND DUCTWORK EER ENERGY EFFICIENCY RATIO (MIN) ESP EXTERNAL STATIC PRESSURE (INS/WG) RIGID ROUND DUCTWORK EX EXHAUST (GENERAL) (DUCT RISER) FDB DEGREES FAHRENHEIT DRY BULB RJ RECTANGULAR DUCTWORK FID FIRE DAMPER 43l", lj� TYPICAL CAL DIFFUSER CO NNECT I ON FLR FLOOR FLEXIBLE DUCTWORK CONNECTION FWB DEGREES FAHRENHEIT WET BULB NOT TO SCALE HTR HEATER I DUCTWORK WITH 1" ACOUSTICAL HP HORSEPOWER N LINING INS INCHES KW KILOWATT(S) RAC MARK (O=OA) (V=VOLUME) LBS POUNDS 'S MOTORIZED DAMPER(R=RA) MBH BT 1000 U MIN MINIMUM SPLITTER DAMPER NO. OR # NUMBER A, 0. A. OUTSIDE AIR VTR FIRE DAMPER NOTE OP/WT OPERATING WEIGHT PD PRESSURE DROP (INCHES WG) - -------- ---- FIRE DAMPER PROP PROPELLER (FAN) PRV POWER ROOF VENTILATOR (ROOF FAN): AD RA RETURN AIR RM ROOM (ARCHITECTURAL) DOUBLE THICKNESS RPM REVOLUTIONS PER MINUTE TURNING VANES SD SPLITTER DAMPER WALL OR PARTITION SENS SENSIBLE HEAT (BTU) SLEEVE MOUNTING r1111111A MOUNTING NG ANIr.'l P7 pp, P) rill MANUAL DAMPER TEMP U.L. TEMPERATURE UNDERWRITERS LABORATORY J� L ,AY -IN T, NOT TO SCALE Tr --7777T7 ROOF TOP UNIT SCHEDULE RTU-1 RTU-2 RTU-3 RTU-4 RI NOMINAL TONS 3 4 5 7 1/2 10 15' FAN CFM SUPPLY 1200 1600 2000 3000 4000 6000 CFM O.A. 120 160 200 300 400 600 E.S.P. 0.50 0.50 0.50 0.50 0.60 0.60 H.P. 1/3 3/4 3/4 1 1/2 1 1/2 3 COOLING CAPACITY AT 95'F. DB - CONDENSER E.A.T.: EVAP. E.A.T. DB/WB-F. 80/67 80/67 80/67 80/67 80/67 80/67 TOTAL MBH (ARI) 37 47 59 90 123.0 187.0 SENS. MBH 27 33 46 69 90.0 135.0 COMPRESSOR KW 4.4 5.2 6.4 9.5 12.3 16.3 SEER 8.1 8.0 8.4 7.9 8.0 8.3 HEATING CAPACITY INDOOR COIL E.A.T. *F. DB 70 70 70 70 70 70 ELECTRIC HEATER & KW 9.3 9.3 12.3 12.3 14.0 264. WEIGHT (OPERATING) LBS `540 550 560 1100 1500 T V ELECTRICAL INFORMATION AM OPERATING VOLTAGE/PHASE 208/3 208/3 208/3 208/3 208/3 208/3 CARRIER MODEL 50CD004 50CD005 50CD006 50CD008 50DP012 50DP016 1 CURB TYPE A A A B C C 7l NOTES: r 1. EXT SP EXTERNAL STATIC PRESSURE DOES NOT INCLUDE INTERNAL UNIT LOSSES SUCH AS FILTER OR COILS, ONLY EXTERNAL DUCTWORK AND OUTLET LOSSES. 2. CURB TYPES: PACKAGE ROOFTOP UNIT, SEE',. CASING OF ROOF TOP A 4'-9 13/16" X 2'-9" DRAWINGS AND SCHEDULES UNIT Ir RESILIENT GASKET B 5'-1 3/16" X 4'-9 1/4" BY UNIT MANUFACTURER LIFTING LUGS C 5'-7 1/16" X 6'-0 1/8" j0 TRAPPED CONDENSATE DRAIN _�P SPRING ISOLATOR Ok M iln TO DR PIPE ijl RAIL CURB 44 2X4 COUNTER WOOD NAILER T�� SPLASH BLOCK LINE ENTIRE MOUNTING CURB 2X4 BLOCKING BY MANUFACTURER WITH 2 " ACOUSTIC SOUND- RIGID INSULATION LINING SECURE TO ROOF DECK AND CURB AS RECOM- CANT STRIP MENDED BY MANUFACTURER FLASHING ROOFING MATERIAL ROOF SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONSTRUCTION AND SLOPE SEE PRE-FAB CURB DETAIL yrr ATTACH TO EXIST. JOIST UNIT DETAIL (VERTICAL DISCHARGE) ROOF -TOP UNIT CURB MOUNTING DETAIL NOT TO SCALE HAROLD SCHWARTZ Consulting Engineers 3361-5 Belvedere Rd West Palm Beach, (305)686.1817 CC 0 < Uj �8 Cn Cn, cc ■ CIO L) LLJ Z F- CI � 3: 0 1 0 r-I cc <t 04 (.0 I r= UGHT(SO F_,'T�L_jG___ HTFIXTURE- SEE FIXTURE SCHEDULE 2jP0LF RATED FOR 125 MPH WIND 3 HANDHOLE 4-IiA N C H BOLTS FURNISHED - !WITH POLE FINISH FOOTING ABOVE GRADE WITH STUCCO AND PAINT TO MATCH BUILDING _j 61 BOLT COVER PLATE 0 F­­1­_,___,_-_,___________ FLUSH CONCRETE PULL BOX A WITH TRAFFIC RATED COVER. SPLICES TO BE CAST EPDXY TYPE 81CONDUITS TO NEXT FOLD: 'SOURCE II 91STEEL REINFORCING wITH FOUR %FS REBAR VERTICAL AND 02 SPIRAL WITH 12' PITCH 101C0PPERCLAD GROUND 10' LONG 4, CONNECTED TO POLE WITH #4 ICOPPER WITH CONDUCTORS B 1,4 CONCRETE DIMENSIONS: FOOTING FA 28'0 Z 7 8 N� ' c 0c 63 26' 51 00 D 0' 6* E 2 L E No ALE is DETAIL OF POLE LIGHT ALL wo A 21� TTB TTB TT6 TTBi 7Z.7 12' LIAla '2 tl Aff -4- oTELEFHONE k I SE R /V,75, M,411V C0iVV1 J i, 4 7 e-, nig INDRIO CROSSINGS LIGHT FIXTURE SCHEDULE MARK LAMP DESCRIPTION A 100W COVERED WALKWAY MV WALL BRACKET CYLINDER MCPHILBEN #3A 343 B 100w COVERED WALKWAY A23 RECESSED DOWNLIGHT (MER'URY VAPOR MV LITHONIA #HO-3A C 100w COVERED WALKWAY R40 RECESSED DOWNLIGHT (MERCURY VAPOR MV LITHONIA #HC-2A D 2X60W TOILETS A19 WALL BRACKET PROGRESS 4 P3 015 E 2X20W GENERAL T6 1/2 EMERGENCY EXIT LITHONIA #MSWIR-EL . . . . . . . . . . . F 2X7.2W GENERAL EMERGENCY FIXTURE LITHONIA #ELM-2 G 250W REAR WALL MH H.I.D. WALL PACK LITHONIA #TWH 250 M 120ff` H 40OW REAR WALL (WINN DIXIE) MH H.I.D. WALL PACK LITHONI #TWH 400M,208 i 1000w PARKING LOT MH POLE MOUNTED ON QL #1/600-30-NC-PP-D1 28 POLE QL #1/127-27-VS-MH-1000 (SUPER METAL ARC) FC 7- K (2) PARKING LOT 1000w POLE MOUNTED ON QL #1/600-30-NC-PP-D1 28 POLE MH QL #1/127-27-VS-MH-1000 (SUP R METAL ARC)!=_CT 'Anj I L 2X100W COVERED WALKWAY MV WALL BRACKET UP/DNI MThIMVID MCPHILBEN #3A443_.,,,,-, 4z 777 �- V4 NN DIXIE BLDG. 35,960 A/0 Ter. I R I MR, RM //7 j61_IR S1 n1\1 G 0 ifA7 Z,;�A/Z IIV.5TA?Z-. LI / C� /-/ 7'" IAI tfj )5f?07_�ECTt0" N�I7-H -5 Z-) FP R IE S 5 90);2 5 7-CW A5S ,5(5;?Wo9RE CJ'4 -ALL " MIRAMAR AVENUE�w �LEGEND- _T E L ELT CAL C0NTR/-\C_, HV HV,-- pp LINVERGRC-uND HlCik L i N I- . (7 ti'F7)1 r L I 15Y P. P. F L, -*-LsTTB p, -TELL h(j ) P a DATE DRAWN BY. PROJ. 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