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Mayport Road 1770 (2) I _, w.. . , ... . �. ,a i revisions i EY 5I,ILr - UP 12aar all 4' PRS cAST E I-Aeis v �� ' <�U ILZ- uP - �PQ� czo©F Yrs rzvc�F � W/ („ 0 V E Q HA&IC, E . ;.. p d E) PA,N O- 0- F LA'S 1+n BY r. �� w a JOt4/.J5- MANVILLE de 6Qu41_ • r ox w- 421 �t,-I 2." )( 4" P.r. C:o►.tT. STRIPS W/ PT. a0 F: 90OF 6LAe3 C ANT, 134 w� ` l�Tf:NU 2-4-5, col. 17a�r151� 'ALUM. CrP-AVEL STOP ' a , r co( I A► 6 ra Sc ' ro N OO ) O C�lC OUJ �- +� GO � O C � .f r� U �� '.) uC) '_Jr� OOO ,•x 14u _ T-1C0111C. azz1�N1 �!� �� gyp" N b6AM 0VEI? V P. i I I ! i 2�s ��,{� YQP iia~r. I co�5 CrY _ ro 1 I I I W/ 4 ',� � (see -r,,-P. 5EGTiON g�' X 4"r^CG�Nf!'. �EQMr t>rA�T 1+/AI L) 0 ok ( !1�lCQEQ�E dEbf�l 5121~ W� 44'2, '1 ' FP-oM FACF_ ©F' 50PPop--r[ c" 0.C• , _ YD e7"X 4v' IN ORC)e£' TO P]I.C� GiC. , G/�NG: . FILLED SLvPC- A,LL, V-00F� AS (NDIGATFD �NC{�EASE E�.M 51-LE TO g X :� I N 4s D 2 -C'Q 5 I'D Pc W/ 2- #5 C-ONT � L LS•PP E-P WITH DN YRF, S4TI . Pldl�t , W ' CoN4, e>E,dr-J 5'f L.. I g„ Mio, ALL P00r,!5 AS INpICArTED 1= ow YNi~ oIYr. FLAP I SHEE- T' A-I) Z W � ftrJY�: 57iR3� l-�P5 NUT R�C,�UIREv �,] U oN 5 P,d,A)5 u � z_ W / o P�LOCV WALL �E`{OND -� Q -p _ - lL, �I t- 1 '' ��CP�t! w7!�t: �OIh1Y 8° K tom" CMC- 15LOCV- �\ 0 w p ,O IN; •_.i j W1 2 E FILLED O > Q { l.. I N17 4Jat l vrZ A. � tN ic_ATF_r; OVEP_fAE D METAL DQ02_ 1 �" t, CPN GL.�C Ik:a 22 4A4 oQ .6Fn1�. r�arroM , � � c o_ a : WEATHER 5TZIP, L04404;c SYS'T'EM MUST 0 �� LSC- Q PP R o\/s D !3 Y A R GN rrff 6T Q U) V.C. WA, - PLAST14fZIP oR EQupu I U j 4" CGNC,• �� DN cfI.A� 4" COKIC. SLAB ON 41ZAPE j 410 w.w- r-. ovE Fz `' `�/ x # (o W. W. F, aVER i L� -� E % , Dv4'` Pd LY ETHY LENS MEH &l ZAh1r C i N I 004 n VIsQL1EEP 1 "' 1r -.d. TYPICAL SECTION Cam C. t~T4-, � �-* C I'` N 5LQ6 �VcrE5 Tl)IZ1Je© poWN rZEHQF• W/'4*4 sLA.E5 D4'E'�a rul2r� wp '' 41 AT EXTERIOR WALL •- N L. I -- 4.S SNDtiJN -W cq a) � � WALL 0 COLUMN DETAIL I ; M SECTION AT EXPANSION JOINT s 41I Y �I_ o �I (D / 3 41I I �- II 5. Metals: 9. 4 (D Water Proof Membrane under Slab & Footing to be: 004 0 polyethylene membrane. y SPECIFTCATION5 5. 1 Reinforcing Steel : Fy - 40, 000 psi 1.. General : , •- �� t 5. 2 Welded Wire 'Fabric: Fy = 60, 000 psi 10 Finishes in office and Manager ' s unit: ^? 1,1 Scope of project y. bld s. ■ ALLIM, 41?�yY�L �-(nr P P 7 bldgs. 10. 1 office area - and kitchen area -- bLIIL7 �!P � i~ 5. 3 Vents aver overhead doors to be standard vent blocks. a) Flr• vinyl tile '� O 1. 2 All work shall conform to the City of Jacksonville au"i,1 - b) Walls & Ceiling: Drywall on furring strips;. O 0 I"x 2" EP4E 5TRIP .� 4t, r�RE -�7�M 5 � , i_ng, Code and high standards of workmanship. 6 . Carpentry: t concrete hall pressure - cn 2. Sitewo'rk aR4 Foux�dataons Y' 6 1 All wood in contact with. c ret s be pr ss xe 10 2 Living and sleeping area: treated. a) F1r: Carpet CU �+ � 0 -D ra O O O �f U O n O O O O 0 0 0 0 0 0 0 b) Walls & Ceiling: Drywall on furring strips. Q."-I,4" P.; �.�/ _-�- _� - 2.1 Rough grade and proof roll- to obtain 90% optimum dens%it Co u ki TE le,- t2u w/modified proctor at l2" depth. 6. 2 Framing lumber to be #2 dimension, southern pine. Ct r _ (DNC 61e>- PL'f V100a e G"x 4" 7. Doors .-.. A 1�f 2. 2 Fill under slab to be `compacted to 95� max density -at � X p .-- ` If PIR CDK FQ�MIh1G� - ! 4 _L.l - pj��G A:a ;1JL?lr_ATLP optimum moisture content. .� 0 � V p2o' t c YE r� Et. -r [ 2" �4"P.r- 7.•l Rolling Metal Doors for nominal 5 x 10' s or. 5 x 15 ' s: ou .0 O L-&-(e►2J I 5� f~��. -r ---F------•-•-�-------- ..�... ___ _. i N �:�� GT�CJ/.3 C,�� /� 2. 3 Limetock base to be 95% max density, a) end units : 3 ' --p" x- 810 '' L. 0 V � b) interior units: -3' 8" x 8 ' 0" irrr fl•M 7 2.4 Minimum soil, bearing pressure to be 2000 psf, S>~t1 cca tit METAL L �� l 7. 2 Rolling metal doors for nominal 10 x 10 ' s, 10 x 15' s,: U 2.' 5 paving shall- be 7,,q Type z1.- asphaltic concrete surface 10 x 20 ' s or 10 x 251s : , course ,on 511-, ;compacted primed limerock base over 12 a) end units: 8 0 x 8 0. ��- rILI. w/ upN• H��N� compacted subgrade. b) interior units:. 8 ' -8" x 8 ' 0" C12aUT U) 3. •CQncrete: 7.3 Exterior doors at toilet rooms : 0 �nl(NCr W,&LL e>F-Yomp I ! a) swing type; 3 ' -0" x 71 -0" x 1 -3/4" thick hollow 0 3.1 All. concrete work to conform to the- A.C.I. code. metal .door and hollow metal frame � >=--�- j5UJL9IN[r LINE. & , o n 1. 2' Footings and slab,=6oncre�e� to be 2500 psi at 28 days. 7. 4 Interior doors: at manager,' s, unit: a) wood flush and wood frame. �„ SYL, PIPS to c �r - 3.3 Superstructure and be ams';to, be "30Q'O Qs� at 28 days. "� 7. 5 Exterior door at office ,areas W/ 4 4- 6aR� ca oro Y E .17E© 3...4 Precast slab! }`to bei,in�stilied and r" m t3c��fo I K RIAC�otidL SIPtrlCr �- - _ _.- - K azichared'° zn at'ccoxd no a) "Kawnee , #19A door I-r l.on� f w w�tl...:manufa tures k cFDAR.(lJo7 aLL r XPoGEc7 � :recom endations.� The .(1esagh cad; the i M M slabs " Thal l .Fie the fespdnsibility o the manufacturer. i 8. Paint: } -�--. HIArJfJ `ataR�4GE�,--, dPPLY 2 C GY5 . V� N MAGI►J� VaP N l S hi� 3. 5 ;. PA MF 7 3.5 S1a) sbrfao s: ta' Iae trod i iz�isn. 8, 1.. Exterior b 'ock .to be coated wi't)1 �'^�"�orf�?�F�k"Y' F2 �14.�.,@� 'SE?a'l�' WD. �� y Sherw n Willi ms ar other- approved means of weather- ; V2 > '' � a turned dQwri and reinforced 2#5 dont;' prvoin and -one 3. 6 Slab ;edges to•be ne coat masonry paint. , Sl Uc!c' ON MdSoNfLY WQ L : a :-T :. r 3;7 Slab reznfo ci 1 I .� .�-I P ! X 1 O" P� - , b ,.pS ;q; be 6 .x 6 X10 welded wire fabri.a, . .. 8. 2. Two coats 'enamel, masonry paint on ;,interior of t~'oilet areas. _ r,. 4 . Concrete Masora------ b- er, galvanized prime __ N _ w. ovate ', bottor>y; of sect `on cath .h I �--- r L):a�zt,s,` 8. 3 Overhead . doors.- 22 a e or att 4 . l d. eoprene weatherstrip. ' Conc.rte maa•.ry un >?s' kTal -be•,QE; and $" nominal r i v tha.ckrlers as, ,in•d�: ateel I'cthe dra�r778, 4' A .-1, doa to,'be fihi' had paInted r/2 coats. agprovecl paint. - a a �t of black wa],ls tv ( /� (� ! D I `4.2 Mir'ii- bea,r.i. P y' be '2200 p.si � 9: `l.hetmal an'd' Moistufe. Fr,atea :lQn BOLL._._Af ti D TA 4 L, n } ; i T ,, t N T S AT. CANOPY 4 :�. a` b n btia .roof• ua an e ,SECTION A REA . 3 Mor�� o:; b� :T �:. yp� :- .., ; . zit 16,'-y ll a ug-r Pi za v da r . :.. L b L L P,*-. : - PaoL RpS Y s3E ceTSO 4'r A.LGoa >rRs 0 5' 4 A" a' e, -1 r al .b ;�, . • 4 -Masora ca�~Nem nt; s r• ,� 9. 1,1 �sh'ee-� et 1. 2 g g, Nc�wN nI s t• Y a • � � • v �} y.y p . Y+. .. \- ]` >.,.s.S•. '..• ,. 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W R E A R E L E V A T I O N � � o W OD C4 (?—C' m Ln ODN LL d M a o � d x s z co LL 0 w w w $ 1 w N ° x J �o ` Q w Ld Z JN W -TI 14 1 U41/ Jllam /G - /o x 2a aA-1/rte ~ /tea D�� U W H W - 2 U F L 0 0 R P L A N z a a -Owe- Z2- o-O wc. /2GoCd4 T owoox�a � T E L E V A T I O N aQaw i>�y WWF aa'awyam74 U /G�/lv Go.dY .�o.✓pG/>NiG N/Gf/ G.QAdEG 'rO� �' E� 5yo� wH.iamrr'� � ao x Wm azQl-.w a- "'7. wao za oz umz S w^a: �uz � �inv�i Z z WQ�wzx p�Oi.✓r�� GO✓f.,Q'4 PC� PA/.✓rEp Ca../C. P 4 PCrC �o J W N m WYao J -1 Y. o¢ -it W ��4F•F,#WQ zW~V7ao�D wxmwfY w~Wp gOVI m 2gQa\xW fpNf.,4z� x4z J OOm d'oo L E F T R I G H T Qz FQ WUZW-4 w�aumFF,.oW z�H �OcrJ cS�.Qf/EL �r0� M>U Oo �oOF6�1. ¢-Wmr oQ F 0 U N D A T 1 0 N P L A N w¢ZaaWHS ug� �- o7r N w~ohm�a¢w z V cnQU,awwxaw �` Co✓C. _J azo & JFxoax GpGf� � z414FVaN HNolul -JE W G/JE ate¢!-Qor-a�. R E A R E L E V A T I O N WEn K &vooc� o E � x _ �_ N m N i N LL N SPECIFICATIONS Q Co �• p m O z �... General x 1 . 2 All construction shall comply with local and state codes , whether L- 5 G T Q / C L /VOTE 5 W 0. shown or not . j O Q U Si tework and Foundations /,[/ AvO/ria-✓ To THE �coopL/GyTS SHac✓</ D</ SHEer ,c/a J 2 . 1 Rough grade and proof roll to obtain 90% optimurn density w/ Gc//{ick S�ALG P7E GOAZIIEcrEv 7 r#E Ex/�ri•�/D �a��r�ivlr modified proctor at 12" depth . LL A2E 7'0 �E IAIL(GUpED /AI T<1E r�.dSE Zro - y/E LL 2 . 2 Fill under slab to be compacted to 95% max density a't'; optimum e0.17/L,ac7',0A yHAGG le!,WoV V6 AAI .4GYE2.c/,oT6 ,oerc67 _ , , ( (n moisture content . 6147'/�/ � EAG/{ �!//Y ry DC _ (a w i 5; O w 2 . 3 Limerock base to be 95% max density . e ,e5 Ex157,1f1e ) a Wt y 2 . 4 Minimum soil bearing pressure to be 2000 psf. I It w w F 2 . 5 Paving shall be 1 1 /4 Type II asphaltic concrete surface course W 0 J on 5" compacted primed lirneroc� base over 12 " compacted subgrade . � � � w a Concrete a ~ WN 3 . 1 All concrete work to conform to the A . C . I . code . _1' Z - 3 . 2 Footings and slab concrete to be 2500 psi at 28 days . 3Ca U O 3 . 3 Superstructure and beams to be 3000 psi at 28 days . a Q 3 . 4 Precast slabs to be installed and anchored in accordance with --.- manufacturer ' s recommendations . The design of the slabs shall be �[ the responsibility of the manufacturer . 3 . 5 Slab surfaces 'to be -trowel finish . U i 3 . 6 Slab edges to be turned down and reinforced w/2#5 cont . 20 Y6,444 �o,v�aO,t�GE Q �vr4 r-U� .Pa a6 3 . 7 Slab reinforcing to be 6 x 6 #10/#10 welded wire fabric . Ave--�TQ�5�E0 1/04 L OGS eo,96 iGA45 3 . 8 Fill all cells and door jambs w/ cont . and 2#5 bars . Tie beam to yaw G�.adEG SrdO footing . 3 . 9 F 11 all cel 1 s and corners w/ conc . and 3#5 bars ; tie bears to footing . 3 . 10 Tie all 4" conc . block walls to exterior 8" column or walls w/ - - galv . corrugated wall ties and 16 " o . c . vertical . A11769 �r V 3 . 11 On long block runs fill 2 cells w/ conc . and 2#5 ' s , tie bears to �/or� '�A� W footing, and 20 ' - 0 " o . c . �� 6' a: �� •' �� Concrete Masonr Units o a/�pyr �d,fc. oN ! ` ` . 0.,ir/E e:.76A� 4 . 1 Concrete masonry units shall be of 4" and 8" nominal thickness as - -- indicated in the drawings . / _ roO �r>�M I I 4 . 2 Minimum bearing capacity of block walls to be 2200 psi . i I U - odo2 4 . 3 Mortar to be Type II MII { 4 . 4 Masonry reinforcement s h a I I be every 16" o . c . , #9 swg - wire . Approved : Dur-U-Wall . 4 . 5 Grout for filled cells to be ASTM C476 . r r I j M e_t a 1 s 11,9/2/2. Jo ru r QEr�� ; \ Cr 5 . 1 Reinforcing Steel : Fy = 40 , 000 psi . 4)' W 5 . 2 Melded Wire Fabric.: Fy = 60 ,000 psi . 5 . 3 Vents over overhead doors to be standard vent blocks . j; �/'/rrrr/p</ w.ae-4-4� ; -- �,pA�r I TrE Ta ExrE,Pio,P cdaGLS Moors �°cK I i ! I-wu.M�Hr },; �� owoo�uµwQ f C 1 itL,,7.6 044 -4L.9,0 TO 43ErOM ! zzzd3FwHN O 7 . 1 Rolling Metal Doors for nominal 5 x 10 ' s or 5 x 15 s : I °agw 4;°��,a U a ) end units : 3 ' -0 " x 8 ' 0 " �NoO Or�/dF G^D.y�,�Tr�G E i I Qa�wv;"01. b ) interior units : 3 ' 8" x 8 ' 04' (L d X w wf.zQmacw�'m 7 . 2 Rol ling metal doors for nominal 10 x 10 ' s , 10 x 15 ' s , or 10 x 20 ' s . j aza�.1"? zm vrz wx I II I II ( I I F-UxJue[ twV) Z a ) end units : 8 -0 x 8 0 f b ) i n teri or un i is : 8 ' 8" x 8 ' 0" . ; �� y E ' Zw2p-,Zz .w P a i n .t -- ( rr { �_ IL W I 1 /WE.dTNE/L � w�h;wa 8 . 1 Exterior block to be coated with "Thompson ' s Water Sea] " by ! ! s>oo i zw-U,wo 0 Sherwin Wi11iarns or other approved means of weatherproofing and I �E�.PE /o�,! w�W$4op1 p P P 9 --- � m one coat masonry paint . �x�o w�4x ¢I,i=Wxti02M Fa qom J 2Ywaop4z_j 8 . 2 Overhead doors : 22 gage or better , galvanized prime ciated , bottom �r¢`` `r� _ � -hzwuz"�C of section with neoprene weatherstrip . d -r- IU)MEZyJ0N 8 . 3 All doors to be finished painted w/2 coats approved paint . / wiqu4x_N Thermal and Moisture Protection �- o d ScoGE W.j<<_Ow� dd 9 . 1 Quilt - up-roofing 20 yr . bondable roof guarantee . Ss _Z k1414A9 I x ��2 9 . 2 All sheet metal shall be 26 gage . oZaa��Qy 9 . 3 Water Proof Membrane under slab and footing to be . 004" polyethylene + Fr4� My�✓°Girr�r� a�aMao�aw W ... n!embrane . ��// w - m 2 I W o N o� I ALL ll r61 /-'�'oi�s• o xAl — LLI a. LL 41 e J D W fA w \ 0 uiIlk � w x x' 04 �� — �� w w D —H q z w .J W, Z Z l!ria/l-fs D /o Ri MITI 66- 41 - eF x /O U diT /fj- /Ox /O UX117T0 al/ d5 U W V F L 0 0 R P L A N Z a —• r /,�/G.s/ G/dA✓6G �ram rdi�of'dv/. ,Pott-UP GO.✓C• OODQS � � W �Gb4C. A� Oc/E2 GaMP.QGr �' wwu m F}Nui Z �\ 0woo2Wwwa ,QE/Uf Cv x ry i-V1.4 x w/d WG.JF F R O N T E L E V A T 1 0 N ==:a ►-w;H aa�wy��zo M a�oa-a aw a„ayVla a aJoL/YN/G ///G// G/IAdEG �roP /1/Gry �.�AdEG 5Tv/ woZ4 wot m W. you o SaYLaw 0, 'o s ~� -�a ay_w Z OilnvrE� cpc/f. 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Nt2�, N2 -4 20 - 10 X IOI UNIYS wHM 'LP-24 .51[rM t,P-34+ vl5cou,.SWIYct+l LLP�81, LP-14• . v LP•,Z BUILDING N04 . PARTIAL_ PLAN B-UILDING ti0 2 ALG c1lacIpT6, 511040- aFP- oN PPL LF7.1 1/8 ► 0A E- I of 2 - . .. . .. ., ,. _ .. ,... ..„ _, -, ,-., , r ,w r.,-, -•rr ..y.r-.,rn:r' ..n..• . ... .,cnw y .rv. r,r-.' ':r' 'H;,. ,f, uire ,r .;..,. - ,. ... _ ,,.. ., -, .... .. .r .. ... ., - .. .... - ,..r-..•.r..�..,- r.• ,.>.. r , .. .. n "1'- "A' ..c i' .d" r 9d . i ' revisions I . 1 511 I LT - LIP k0or ON ac -4" pQF. -GA►S-r ibLAPOS E �3L1LL`[- LAP - QQr1� I2oOF To Wf CR" 0VF_R, HANK,- `h�XPQ1�tD- o- �LeSH" BW JOHNS- MANVILLE 42 6Q u4L_ 41 PIZE- rvTQl~5S oN 2" A4" P.T° CONT. S7r21P5 W/ RT• QOOF 5L&e7 c ANT. t` 9 ' ►,_ g,f F_1.TF_ 2#5 COL, V0WEl.a At. 5wi+1N ALLIM, CxKAVl1L SYoP .� 1, f.. e ehql ! Yl A ~ FA S'G I A .. _ w 0o a �� oou � c7G000 oCG000 �� oc� c.� '� 000 i( _ Ale ."X Iry (ALL EASY WA,1.LFa) G„ N °l r i .r• C0KiC. B A.M W/ _ ~� coNc. cA� " wl No1I�l►JA1� I I I I I Z�c �A> S Yc�P �o'�. 13tw�ANi �ovr; � pC��'S (rYP) ; M u► K I!� C0ti1C, PR AM CFAST WALL) E '• , �.: W�2 S C67M r LaPPEP W,C?i I I I i I I �`/� � fI CZ 8 '' 0.C' L�- d I N Go"C- OF.,w 5YL„ Ibl`i MI► J. I ` I ( !NGREAS� �EQM 5126 2� ra PyAQS POP p707. YD �,.x I�, 1N oRoEF' TO w3 t @ 8 " o. C. �NC.f2EA5E. eFAM 512E TO U - lb Lo GK , C.l�luG Ffl.�l.ED I L.vPS &LL, V-00F.5 X45 INDIGA"C�D Pa' 'C f8f IIS! C?(� Dfw2 �'C] �jLGPE i W/ 1 #5 coN T, ON I YK E s17E F�L.4ti! , W ALL R.00F,a Ab IND IC.ATED ©r•I YHA S�T>w PLA�.1 I sHE�Y A-1) t r, W ti v z ! r - � -� - • o bL OC_1, wAL.L I7>E` OW O _ _ d _ W i I- _ '. +I �' E p4tJ4!01,1 JpIN-T S" n I[n" COKIC• 6LOCK. i L W cn - W1 CDIJCRETE @ 20 ' O. C. t Q F_ NP waL.l orL A, S IND I CA-TI E a OVEIZHEA,1D METAL_ PooQ5 - I Z �" CONG SLOG 1 ! i 224A4E oe .13r~TrEQ �anor� c •� 1 OF SECTION w;'uEoPQsru� cn UJ , /c II �f-rhy r� r... i `ATHGR5 I M IPj - Y L064.044 5 YsTE M M 0sr --- ' o 166 APPRcvED 8Y A4G+l IrEcT P.V.C. WaTpeSYoP - "PLasY1421P" DR ERuA� j j ! _ • •4" CAN C. rat.d�' GN Cfir�'AC�- a i �u "o►JC• ` LA� �N Cr�flGE Io w.W. r oVE Ez �' W/ ( x 'o # 10 W. \t,'. R OVEN W r = \ . 004" POLY ETHYL.ENF_ MEM f.5"mE. ' n � I 1 ) TYPICALSECTION C(` 'N -- 5(_413 F_Pq-Es YutZNEP ` I �� Or' O „ onWN aF_1► 4F. W/4 �� ec4F�. r�»� �! AT EXTERIOR WALL, Nw(4 ' _. M L1 CO As SHOWN0 V1 cl) WALL COLUMN DETAIL ___ SECTION AT EXPANSION JOINT 3/4 4 4a M 3�4u = I ,- OII 5. Metals: 9. 4 Mater Proof Membrane under Slab & ,Footing to be. . 004'' (D polyethylene membrane. . SPE IFIL TIONS 5. 1 Reinforcing Steel : Fly - 40, 000 psi s 1. -General : 5. 2 Welded wire Fabric: Fy - 60, 000 psi 10. Finishes in Office and Manager ' s Urti,t: d 1, 1 Scope of project t 9 bldgs. 10. 1 Office area and kitchen area ALUM. 4f'AYr_L SYor "-. 5. 3 Vents over overhead doors to be standard vent blocks. �" Oa - !3[11 L7 11 P QppF a) Flr vinyl the � C 1. 2 All work shall conform to the City of Jacksonville Build- b) walls & Ceiling: Drywall on furring strips. �' Q � Ea4E 57R1� �r 4" PR>w -5T2t:5� Qv'rF aIQI', i.ng Code and high standards of workmanship. 6. Carpentry: ' 10. 2 Living and sleeping area: .N �` •` � X° 2. Sitework aha Fo t ansa 6. 1 All wood 'in contact with concrete shall be pressure unda x a) Flr: Carpet 2'"x �" PIT. O 000 -4 JCS ci 0 n D' 0O 0 0 C) 0 O C o �. treated. b) Walls & Ceiling: Drywall. on furring strips:" � •�•+ h O - c0 u N rE I� 5 11 hi K- •: . Er• 2s. 1 Rough grade and proof roll to obtain 9.08 optimum •density l w modified proctor at 2 depth. 6. 2 Framing lumber to be #2 dimension, southern pine. _ G1 LL4�. �67LT /a � / p l ep � (y � .4= "x 4' '9 r �' come. Cap � 2. 2 . Fill under slab to be compacted to 9.5% max density, at 7. Doors : � = O N •U i Y Y PE c D yC ��' fV.bMIN4- `= p p�c7rEc7Er� wl�,ve 2"x4'P.r U- I'a]_.r��IL AS Ir V1CATEP optimum moisture content. LA-lat2 .Fu15* � 4; 7,Q -- --- - --- IN �, GTIQ�I �� ©v� 7. 1 Rolling Metal Doors for nominal 5 x 10' s or 5 x 15 ' s: 1] Y O 2. 3 Limerock base to -be 95% max density, a) end units: 3 ' -0" x 8 ' 0" b) interior units: 318" x 8 ' 0" M d M+ M 2. 4 Minimum soil bearing pressure. to be 2000 psfa" Ia7u cep om METAG. L ft-{ �r 7. 2 Rolling metal doors for nominal 10 x 10 ' s, 10 x 15' s, / 3 411 2. 5 Paving shall be l� Type Il asphaltic concrete surface 10 x 20 ' s or 10 x 251s:, a) " �' t a) end Units 8' -0" x 8 ' 0" ILL w/ NDN- 5weiw4 3 h i course on 5 compacted pruned limerQck bass over 12 : �� M compacted szibgtade. b) interior units : 8 ' -8" x 8 ' 0" C�QoU7 v� -- N S 3. Concx�te: _ W N w � Yae�o - •' � .� Exterior doors at toilet rooms :. � � = a , WIN4- WALL a) swing type; 3 ' --0" x 7 ' --0" x 1--3/4" thick hollow i�UILP INC, LINE, I ' 3.i All c6' cr' to work 4 conform to the A.C. I. code, metal door and hollow metal frame G,f a I f" X 2-" RT >"U IZ9-ifi�• 1. 2 Footings .and slab.Yconcrete to be 2500 psi at 28 days. 7 . 4 Interior doors at manager' s unit : G a ` a) wood flush and wood frame► ' 1"` Ca" �`iLf ptP6 1 3. 3 Superstructureana beams to be 3000 psi at 28 days. "¢ ' W/ 4 # 4 I3oR6 ` 7. 5 Exterior door at office area: rn 14" l.oN4. W1,rJl�tP. T n - a) "Kawneer" , #190 door. ,A,7 BG'+ C'x P�" GJIACrotiIAL 51 D1ti1Cr f+ - .3, 4 Precast slabg.'to''be installed and. anchored in accordance ,� ct DAR.(I1QTF: ALL �XPosEp with manul;a9turer' s recommendations. The dea gn' of the - ;� WOolJ SL1R�4cE5 dvPLY 2 c 6Y5 slabs shall.d;be the responsibility ,of the manufacturer. $r Paint: ' e ed with "'T' rl _;. t r Seal" PAVEM5N-r Meczl,u VAI? N f 5 H� w 3.5 Slab surfaces;..to be trowel finish, 8, l Exterior block to b coat no .pion s .a e Se l �I,x a" No21 WR &A.SC, _ ___ _. . • CerogR, '` by Sherwin Williams or other approved means of weather- I - 3, 6 Slab edges tc%,:be turned down and reinforced w/2#.5 cont. proofing and one coat masonry paint. 5-Y LkGG' ON M e s(�N rz Y \-lQ l_ :' /�' ��~� 8.2 Two coats enamel. masonry paint' on interior of toilet areas . 1� � i�"X lS"� iO" PEEP ' 3. 7 Slab reinl;orc c -to, be 6 x�- 6 #l.0 welded wire' fabric, N "'J CCJNG- �aAS� page M�►•I-r , .� 4. Concrete Masdrnr �'k. . y. it 'r€ 8. 3 Overhead doors.- 22 gage or better, galvanized prime ' coats , bottom section e p e wea tr . d b t of ct on with ri o r ne thus ip 4. 1 Concrete >��;s .y. u1�i,ts i§ha1.l .be 'Q.f 4 and .8" nom!nal .. thickno's a> nd oati a a r> 'h , draw >r1 $..4- All doors, to be finish painted w/2 coats apg Qved paint, g V'a x rr••;' w, r T BOLLARD AI� Mini E i 'urs •D ` 4;.2 m' =��° � �. r o :b v x: • .�: a ';�� and. �a �� .. . c ,.a , - r a , A , .. � �•. ran ��. NT I SECTIONT CANOPY AREA - .,. 4.. . .� � .. - •.;. . ;.. d .,.� �M. ,a w r' ,�, t ia'.��'vcaf'�n 2 r�;,>�a>Ezd�}a�'e roo gua "� ,. . s 3 �: � - r h, x n a f • .reg^ d' '1< Es a Y 0s . A CoR R "4 5• •4`rM L n i r„ �1r e � J?. . ., r .. ..•J .,. .. . . .. ,.;°... �. 1 ,!„ a. .r F '�`. o .. .. ... ., d' .. .Fv, ..r--. ✓ .. ,,,.:,. .� -... � . .. 1.. a ..A. ia., ti . Jd.cR'3' .. . . A rr n,. Et;. 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