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HomeMy WebLinkAbout700 Bevier Rd #21730 (a) New Building- e--, /'l CONSTRUCTION DOCUMENTS FOR 71D S -El ��b�9 c. HEADQUARTERS SANFORD, FLORIDA ARCHITECT JRJJ & ASSOCIA TES MAITLAND, FLORIDA STRUCTURAL ENGINEER py, HE I BRI GA ENGINEERING CO. FLORIDA v 7 —T JRJJ & ASSOCS. ARCHITECTS S. cc LL - aft. Ln te MCC F- or I w L o LLJ LL -3 C) L3 tn _.i -,,-T .� - _ _ _ _ .. l e ; ' • - �_- 4 is' _ - kt- T } - .. ` ::�4- - - - - .. t` " C < - - .. e . ,� 41L_ _ _. 4 - ` c- 'I I J Tc t" is A-1'. T o, iso CC�u i tT`f T�� Y ,\ Omer/App1icant:: Y: -off LAS - ,6-1 - A -To . $� - - - L . O . N . RESEARCH, , I N`C . � r 7£J9 Ccnlerce Cir{:Ie, VisA Lcl�gk cod. L 327 0 i . ° fin_ Irleer . i -- - --- - VI C14SiltGIEIiING SPs'i?ICPsS j k Mack I�a2e�lc3-, P . E . --- . tit 1 2 2 i% Street � I �j�rS� •7---.;.•-�.;_ ` Sanford, Fx 3� r I -- - - '� •�Ej , ',. / cog, • ` ,;{ ,' . • a 1 { � - _ �/ u aura e7v<lr'� { /!�� t ''� .+. # �/4 '• .rte Ilu S S tJ ].. 1 V 4.- ti �i' p ✓c am. HGa I!s is l: #'c?� �s�;iGs 3ur�'eY{7C . ," ily't 11 East 10 i � -' .-HT1a�. i -1.�-.0 � � t ` 1-1 'ti21- Iozla Erlgr3�.r Y+ 1 C c4` _'O IL $t3�T'a�Sa ✓if�E%'Iw� , I . �. '�:i `�'V _ " Jit Sc t t%l i�;(>?'til I ar�L l Vd. `I ��� �a�,� I. ,4" 1 a nntc -i��gs, ?'I. :3 lei - .. �,'� - a2 `" Block 45. M.!M. Smith`'s Subdivision, �s � i f,� w ecc�r=ied i Plat t h-, �p'` £ l Rec{�rds c� �mio Cou.�� y, E? ori�a. L °mo-.' 11 M'. I­11}!+SSI rj4i Sc` 3 d ar ea cCntai ns 9 i �i acres . r� u1 , AA &,,'. 1 -r _ .� ." 'i Via; i'�i.?7 d,. 4 C7...' � T_?: .• f 1 tlIm �`a l� ..� , I _rime. triter �. 1'322 i d7.v�l�ecl �1v r Z ��, -Y1 = 1 gees m 2., ; �, _ . i'eri lvt r, exterior' 1 s2' t. di V:ided �y--�i� .11 ft� i1�- -11 # Interior landscapi:lg. ,s '•� t' k'arcing = C90 sq. ft. - IF"."w 9 - I � ­ , :' i :�v�rlg 2 1, .#-3 -- 5000 = 16, 718 5g. ft . 8'.�a' . 16' ?13 ctividad by t1 = 33 sq. ft. ji N }'� ,� 21 A > TOTAL• interior landscaping reed. = 1025 sq. f't. . LA1 j' y �', Q ,, 1C25 divided, by 1Ut� - 1 .25 Lrees ' t1. # i'O�' I� t rz es regd. - }5 t rzees: A 4< d a .r r._.3. .� I �� tet. s 1..ii � _ #�-- ,'{_ �' # ;d- 'free Provided: 1 .k� . Exisirg tre�:s n sit4. , r � 1 ' ger 'alms c)aks us r Vy,.y f ':I. L2 L :ANSA j• V- I A ,� 1} ti � -..'� _i'3 ii•1. t ` ' 1 Cedarli I !, . ' .9 ; ^ ! _ ,�,;y� `� � f !w �w ON _HIS PROJECT ..I .,HL VLN)l ;i `' \ i PN � n r-„ !`-+ `: -/ . ' cs.V E !i i, �i. L'+ L'�- a�f - 29 S I 1' �#.i" = I. I,1 ..J t : N I 1SP�... -( Z. ` s, - i ,' '� faznag_ Lr -I i.:syRt1./tt o_✓✓rY' eitiYt? d%e'3.G.D�i I_o[ Yt?�cd3#'3�'C! r?� FiXT\wll $ I e u! 1 C}d s; r oR �:' o' ' ! -660. r2 x 295 x U. J'1? - �1uI . ��- i 1x. f' i . . Z,, , U I k '?��-3 ,, 6\ 1 -� ... I ! tt}LUi~IE,�'NVI 3LL' _Cui c feel W, r/'91 ' �,- a - - x food. dee} with t?� . I side s c>pe� �� f /( q� (-V I O t C! i?1 d 1 IIi e ii S? O T3 S, 1� 7 n %fi s �. } ^"`�: nim 1 Tc�p di #ensiens: 224, using 0. 2 �' i r'�-obcard_ 11 1t( ,�` - f ' 3 �i �: x� J s ` 4�ti 1 1i l3 r A- _ 3. i _ f , ; �, � � r� r cta1 employees n largeaf. sla.i.fi ��,� G,l j i,ro...� Si}aCtts zeC}d. +�i a- x o 0 ! ®9®i j r a.� - I s i ai. c ` � - -K � ` : i'AI?i Il�t; SPACES I'IRROVIDE'.D �3 l:�c. 3 hazltiica��ped :� _:- _ '� 11 "'t -i''. � .,--,-. . �.m-�,��.-�q-_ -,'-'- ­ I kv--� ,..-. - L- . � -1 , - .I I . � - .iA .1 . � . . - --,--.' . t4 �; �, '. .. .-.�-',a;��,: - - , -, . I � I � I I I I -,`�-! -" - - . t I - ; ­ A ---a- ., r . �' ,:D �, . V� 1- � - , ... i : y tt �t_tI :�.� t .i l .1 . " 1. / . ,--n ., .- " -. L I � � - ' I. yy Setbacks: Ieguireti Yravioe t-� ,- 1" 3 Lvp- ` rc?93L �5 I2.. I sIZQ . �,: i �, c1de 15 5 i-Ijr Rear 20 . L,�� L? -- -T�_� � i 4, G i ,- i� f. '� R�c'2ximum i�ro Lover r'ige a] 10 -wed u0 . 00 `k LL- } ? - r .� 1 �, \ Ac4t.a1 Loi Coverage - l�.9i % © . a U d 1 r `: ti 111 , 1 �' a' s < ;Maximum St r.u,rture Iie�.ight al :awed �f3 i'c�ei. �--�� t ',- 1 >� - 1 ,:,' � . iii foal Bill3.di�1s; >Ir_t h� 2` i; f? G3 �� �\ 1P t\ . 3 20 ,.-�t)�.. g V� \ t1 t1333�ilTlilk�+fir i't3 rPC�l:3.i E' = ILil� �Q.. i m X `� / F - �" YY11 Ac ual LcaL Area - i i , 0 3 sg i t . 22 N I' L � _, 1a�1��L� :. Q a s u n <.I . -. Septic �� N a 4iJ �-ffstite 'ater 1. 1.#.1t?s ire being s.I2'S3ti'3e i.L y J �. to o !` L, c Q�*,. _ -� 0 . \ �:.cI9�tl PlvL3� i, 6c�i 1638 Q :fi a s n .! O ` Za 1� tI?e. C lt�f' S L'11gii2eC'Y iilgal`t�le.l2t . `va :a - u1 t �w �� i> �r 1.-.q L . r ' 1 _� gL11 L_D 1 �1 C -t CON STR�ic 1 O 1,1: `<' a rsi - O E 7 3�i IIJ ®u 11© i �(A 0. �py�/ �g I m u1 n �+' 11 _ 1'ld� P�8V1� l 1 �� i✓L.1 VA �oi�� Ufl I n" y rl; I <i J i8"Ns ,s 1. _ I' 3: � � ( I ca : B 1 u� ! r% L - = -' ' � 1 ��PTI� TAP,k �� p�,tk-,.>✓1�� 1 Tc, � �,z�� P,� Y co t-� I #a o L � C c' Ls, -1 + l - 1-l� L --T t-1 C) E -F7 . �` _L1_ '� \, r- l 37 t' e > sT '��7-t1��� 16b" � 4Ptc11-�1-L�� �Y5-T�1✓n c+ -A ��cz� L_k>,A� `" y2 ! _} To D tea N BY o'� 1�Cz j -- Il r, _ ! _ . i tzttc� Tcs� Q L-, N� S To 8� 1�v' % o>✓i� 1, 1 _-� _ - -T - C�Lj�T1o� �I' A GITr - RobD�, `( I�.l Qo'JEh,I��T b s -� tom" n : 1%a , [ t1- 11, ( ` �7 . i _ - W .� _ L- - - _ q. . -iio> r j f " f a ,i ,A L, QG1 ��' - - u � - ,ia c u cr .mac,' ,' � ,� t. c d� _ _ isa` ry f _4r � 1 &04tJ�g Pte` _ i..a Td'C�. Fr' r `�'^��7 -f . ' F s t cSi� rd .iA t m y ti r' �" 5�� �� !" f� . - - Fa Gam. p I ' �t �% 4 �� : 2 g -i }s- � <: !-7'Y i3 o�� � ,5/��1e 7 ,� �" Z � ee a41/ , t/n, ,�� f� .psi ...�. s.. - . v-.5 w.Y.k�._�...a,_,- -- -L,_. _ .�_ ... - ... - - - ..•� _ . .mss �.h . - i .gid' r n ®ism DOOR SCHEDULE DOOR # .. SIZE (FT -IN). 'I i 4 ,DOOR ., MATERIAL 'DOOR TYPE. FRAME- ASSEMBLY LABEL CLOSER I 1 3-01 7-0 1.314 r n ®ism DOOR SCHEDULE DOOR # .. SIZE (FT -IN). THICKNESS (IN) ,DOOR ., MATERIAL 'DOOR TYPE. FRAME- ASSEMBLY LABEL CLOSER PANIC HROWRE 1 3-01 7-0 1.314 ALUM. STRFRNT ALUM ---- YES YES 2 . 3-0 X 7-0 1,3/4 H.M. FLUSH: H.M. ---- YES YES 1 3-0 X 6-8 1 3/4 H.C. WOOD FLUSH K.M. ---- NO NO 4 3-0 X 6-8 .1 3/4 S.C. WOOD, FLUSH H.M. 1 HR. YES NO 5 3-0 X 6-8 1 3/4 S.C. MTL FLUSH H.M. 1 HR. NO NO 6. 3-8 X 6-8 1 3/4 S.C. WOOD, FLUSH H.M. 1 HR: YES YES 7 PR 3-0 X,6-8 :' 1 3/4 S.C. WOOD -FLUSH H.M. 1 HR. YES YES 8 'PR .3 .0 X"6 8 1 3/4 S.C..WOOD CARPET FLUSH H.M. " -•-- NO NO 9 .2-8 X 6-8 . 1 3/4 H.C. WOOD FLUSH H.M. ---- NO NO X10 10 X 10 ------- OVERHEAD ----- ---- NO NO PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP. CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU EXPOSED PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU EXPOSED W U r Ln • D .„ ROOM FINISH SCHEDULE ROOM NUMBER FLOOR BASE WALLS CEILING REMARKS S 101 CARPET P _ VINYL cn cc PAINTED . GYPLAY-IN 68. , LAY- IN ACOUST. @ 8J-011 1� '� 126 VAT VINYL 102 CARPET. � C:21 VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 8'-0'' 127 VAT VINYL 103 CARPET 0-- VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 81-011 128 VAT VINYL 104 CARPET VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 81-011 129 VAT VINYL 105; CARPET VINYLPAINTED GYP. BD. LAY -TN ACOUST. @ 8'-0 " 130 VAT VINYL 106 CARPET VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 81-011 131 VAT VINYL 107 CARPET - VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 81-011 132 VAT VINYL 108 109- CARPET VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 81-010 133 VAT VINYL 110 CARPET VINYL_ PAINTED GYP, BD. LAY -IN ACOUST. @ 8'-0 " 134 VAT VINYL CERAMIC TILE'_ CERAMIC TILE PAINTED GYP. 8D. LAY -IN ACOUST. @ 8'-0'' CER. TILE WAINscar 135 SEALED CONC. ---- 11i CERAMIC TILE CERAMIC TILE PAINTED GYP. BD. LAY -IN ACOUST. @ 8'-0''CER. TILE WAINSCOT 136 VAT VINYL 112 CERAMIC TILE '•CERAMIC TILE PAINTED,,,GYP:•-BD: LAY -IN ACOUST. @ 8'-0'' CER.`-TILE'WAINSCOT '137 SEALED CONC. - 113 114 CERAMIC CARPET TILE CERAMIC TILE PAINTED`GYP. BO. LAY -IN ACOUST. @ 8'-0'' CER. TILE WAINSCOT VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 81-011 115, CARPET VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 81-011 116 CARPET VINYL PAINTED GYP.: BD. LAY -IN ACOUST. @ 8 1 -0 11 117 CARPET VINYL PAINTED GYP. BE LAY -IN ACOUST. @ 8'-01' 118 CARPET VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 8'-0`' 119 CARPET. VINYL PAINTED GYP. BD. LAY -IN ACOUST. @ 8'_O11 120 VAT --- EXPOSED CMU EXPOSED CONC @ 81-011 121 CERAMIC TILE VINYL P AINTED"GYP. BD., LAY -IN ACOUST. @ 8'-0 " 122 VAT VINYL PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' 123 VAT VINYL PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' 124 VAT VINYL PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' 125 VAT VINYL PAINTED GYP. BO.. LAY -IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP. CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY -IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU EXPOSED PAINTED GYP./CMU LAY—IN ACOUST. @ 9'-0' PAINTED GYP./CMU EXPOSED W U r Ln • D .„ �V S cn cc C...7 EO � Fes - '� cc oc UJ � C:21 L" '.3 .'. cc 0-- • a Ln a r r C, L z z G" CGMFRGSSIBLS RUBDER STRIP f@ Z4°O.C. SEE ROOF PLAN f INGTRL CRP i SLOPE_> 1 1 'M6GHANIGRL EG.UIPMLNT Cal ---_ 1GilNTINU0ll5 J P.T. NAILER � _ GUNTI NUUU5 f ,CLEAT PT. SNOOD NAILER - METAL CURB - IN5ULATION ALL AROUND CURB - 1 PARAPET BASS Ft.,RSHING- � r IIALis ONTINUalIS fIBEfi CANT- BUILT UP ROOFING a TYPICAL HFING ROOF D�Un_._ _. �3 3"Z1'.a° 5 TYPICAL LQl1IPMENT NTS Tl/ n f A A f nnmrt ain 5XFAN51ON JOINT 3 TYPICAL PIPE FLASHING �.. fl3 00 n1s COUER PLRTE • EMBED IN GONTINUDUS BEAD OFSEfihRNT mac, w CAULK WITH Q PIPE OR CONDUIT ELASTOMERIG O SEALANT Q — = DRRW BAND C � METAL METAL FLANGE / &LR5T0M&AIG BEI.LIlWS�t fM 4"O.C. WATERTIGHT UMBRELLA 1BUILT UP i Rnar-ING & LAYERS MRL SLr.m _ R LAYERS i COMPOSITION d,5TRIPFI BUIIAT UPA COMPOSITION "M i rT 11 n n t rn rn no i-• o+"m n M NG j{UUFING STRIPPING LROUF DECK METAL FLANGE SET i -Roar DECfi IN MRSTIC OVER L MAX. I" 'WOOD J C0NTIN0005 F. T. BLOCKING ROOFING• PRIME FLANGE BEFORE 5TRIPPING Tl/ n f A A f nnmrt ain 5XFAN51ON JOINT 3 TYPICAL PIPE FLASHING �.. fl3 00 n1s COUER PLRTE • EMBED IN GONTINUDUS BEAD OFSEfihRNT N TS 1 1 TYPICAL COPING JOINT A-37 x15 ,P% 1` • at .� i mac, w Q U O V) Q 0� C � / dF "M i rT 11 n n t rn rn no i-• o+"m n M N TS 1 1 TYPICAL COPING JOINT A-37 x15 ,P% 1` • at .� i V o cc 0 H LA_ LO L7 oc 1d F_ x Q �z LA -3 d En cc LLUJ U' x L]C 2 4 a z J cc Lin Q 0— Cl C) UKAWN JRJJ CHECKED JRJJ DATE AP916 3 19611 SCALE 11811.- 11•011 JOB NO. !E8! SHEET AVN 4j OF SHEETS w Q U O V) Q 0� gin C)l d - dF V o cc 0 H LA_ LO L7 oc 1d F_ x Q �z LA -3 d En cc LLUJ U' x L]C 2 4 a z J cc Lin Q 0— Cl C) UKAWN JRJJ CHECKED JRJJ DATE AP916 3 19611 SCALE 11811.- 11•011 JOB NO. !E8! SHEET AVN 4j OF SHEETS .dx. 00 N V Z_ Z D ,. ., .:I:1.:.illill�lill!1(111'II111'111�111�1►1'I�I�I�Iil�I111�1�1�1�1!1�111�1 ,,8" SPLIT -FACED CMII W/STRUCK JORTS. RUNNING 60 _ -ONO Hill IF A , 1 • 1 �i II I �Ili�_ _.i'1 .. � � . 1 no r�1 wu-.14MIsK9:1..tawNM+w...,u.u:. �..,:u.d.�uw.. :aorc..am..iN.:rr+.u..e.a...,..:,,.-Mkwa.:r..a..h+,mw...F...a:..,F�..wic*kw;.a'v.w:.. a.,..,,.-„•:....-,ci+.rvw.«a..a..rv..... ,, .. .n ..anx+.,wntw.,hca.. .gyp _�.J �� ,�. w.n enrawa:,w.+:«r..,.,.,mw. .,.0 so -„...a ro•. ......:.:.:.. HOL60W NIETALt DO 1' FKA 1 ■ iTRUCIT 1.1' i 1 I ■ ■. WELL B” SP61T- 1 JOINTS,RUNIVING BOND R T E E1T I t/8" - it. 0 11 i Sr•Qn a --B" SPLIT -FACED FLU1 LD a CNIU Wl STRUCIT JOINTS RUNNING BOND. Ls ALUM. GUTTER DOWNSPOUTS �Ih Or.�tl T �. 5rucco ON PL STUCCO ON cm .006 allllllllalll�lll!li�: `SNAPON MTL. ROOF sm COL. Eli ■w ■ STOREFRorir1 GLOSS. RUNNING BOND s o u r NL V A T 8 Ft w I 1� 0 11 STUCCO ON PLY WOOD A STLICCO ON CMU SNAP ON BAIIEK InIL. ROOF I [1.r O n - -Nil mi j, l� -- - - DARK BRONLE HLUNI STOREFRONT W/ TINTED GLASS • TYF. B'I SPLIT -FACED CNIV Wl STRUCK J01NT5 RUNNING BOND W E 5 T E L E V A T I 0 N 1/811 If. 0 if SURF ON ORTTEN MT6. • 11 STUCCO ON P6YWV1OD1 ON CMU I ' � —moi Illltl 11 1111 I � 11111 ��I��f i lilil: Illlililll� '�''I'It� � llnlllll 111111'II�L�IIIII�IIIII��IIIIi11111111�11!�11�11!�I�I�111�11!�������� 1'•4" DIA. CON C. COL. L E V A B" SPLIT - FACED CMU Wl STRUCK JOIKTS QUNNIN6 BOND u x 1 mux xmpa �11 nmanw>�111II_Y111111111111 Inwwlxmnnnnuum IIp11�I111NInt111N111 11111"N■'tom"pliiii"'iiiiiiiiiiiill■ `piiinMWllliiinlnH l "Im0111 Hill nimmunnimm 11MHI111111�1111nI111N"N _ 111�1_Illullnln ml IM,"" a nllllill11 ulliiu�iliillllnpu '�nlnlm'1lIIIIHII�iiii... iu ......... 1f1n1 ii =liii;in uouuul uu FACED\—s. SFLI`T� CMU Vfj STRUliK JOINTS RUNNING EOMD i i 111111111111111111111111111 Ill 11111 lllltlllllllll 111 lltllllllllll 111 ltl nnnnunnuuum , Innnnunu IIIIIIIIIIIIIIItNHllllplllll � 1 uunnuuuununuununuumnunWnnun■xnnllnllu nnnnnuuunrouunuuwnminounumnunuuu•••e� / • ItnoaunnnunWunuu W ull��lmotmnnnnnnunnu IIIIIIIIIIIIIIl1111I11111111111111111 IIIIIIIIIIIIIIIIWIIIIIIIIIIII rl IN= DRAWN JRJJ CHECKED JRJJ DATE APRIL 3 1987 SCALE JOB NO. SHEET OF SHEETS l Z A•� F -- I f4'—O' TOP OF CMU JOIST BEARING VARIES I p� '-0` TOP, OF SLAG �_ __I ROOF STRUCTURE HEIGHT VARIES 1/2" GYPSUM BOARD BOTH SIDES 3 5/8" MTL STUDS 0 24" O.C. 0 NON—RATED PART111ONS 2' X 4' SUSPENDED ACOUSTICAL TILE LAY—IN SYSTEM VERIFY HGT. & INTEGRAL INSULATION VINYL WALL BASE CONC. SLAB WALL SECTION 1/2" = 1'-0" 0 I 0 Q A-5 2' X 4' SUSPENDED ACOUSTICAL TILE LAY—IN SYSTEM VERIFY HGT. & INTEGRAL INSULATION 1/2- GYP. BD. ON 3 5/8" METAL STUDS 0 24" O.C. BRACING AND BLOCKING .AS REQUIRED BY CODE VINYL WALL BASE CONC. SLAB WALL SECTION 1/2" = V-0" 4 A•I0 5 -PLY B.U. ROOF OVER 12 MINERAL BOARD 114 OVER METAL DECKING ON STEEL JOISTS 14'-0` TOP OF CMU .JOIST BEARING 9'-4` T.O. STM 8'0` BOT OF SOMT I I 1 HR. RATED SUSPENDED ACOUSTICAL CEILING PARTITION SYSTEM WITH INTEGRAL INSULA 77ON I VSUSPENDED ACOUST. 116 132 127 CEILING SYSTEM 103 Oji_ .SLAB �4 4' _ CONCRETE SLAB OVER VAPOR BARRIER A5 i R• � 18'-0` TOP OF CMU 16'--8` JOIST BEARING I SEE NORTH ELEVATION FOR BUILDING BEYOND 5 -PLY B.U. ROOF OVER 12 MINERAL BOARD AND RIGID INSULATION OVER METAL DECKING ON STEEL JOISTS 5 -PLY B.U. ROOF OVER MINERAL BOARD AND AS I I I I � —0 T.O. SLAB_ BUILDING SECTION 1/8" = 1'-0" 15'-5' JOIST BEARING I � i I 0 _oa TOP OF SLAB BUILDING SECTION i 5.3 -7 18'—O" TOP OF CMU � JOIST BEARING V�ARIES�� I I I I 0'-0` TOP�F S L__ _J BUILDING SECTION I --I L__J I _ --J A�5 V1 W U O W t� Q V H -a LLI LL. L"7 .3 V tn AC DRAWN AC CHECKED dwid DATE APRIL 3 19 B7 SCALE i81' =!'•On JOB NO. !'B e ! SHEET PN OF SHEETS D Q V H -a LLI LL. L"7 .3 V tn AC —_i �t LL3 d LO Q U.3 • L`"1 � o . Q .3 Z En cm DRAWN AC CHECKED dwid DATE APRIL 3 19 B7 SCALE i81' =!'•On JOB NO. !'B e ! SHEET PN OF SHEETS ) V W o A � o H i 7 .i a i n ' o 4 o v cr. g�R w ,,I 5 -PLY B.U. R MINERAL BOAF METAL DECKIN STEEL BAR JO CONT: GALV. P CONT. PT 2X4 CONTT, PT 1X4 STUCCO F7NISF MTL. FLASHING 4'-0" TOP ) V W o � o H i 7 ' w n N N M� 8 o v cr. g�R r DRAWN AC CHECKED JRJJ DATE RPRIL 3 1991 SCALE JOB NO. !i2! SHEET OF SHEETS ,t V 0 o � o H i 7 r DRAWN AC CHECKED JRJJ DATE RPRIL 3 1991 SCALE JOB NO. !i2! SHEET OF SHEETS ,t V o � o H - ,,I Q U w = d w cn.� LnLuuj � x J � o � D LL.. z J Cf3 r DRAWN AC CHECKED JRJJ DATE RPRIL 3 1991 SCALE JOB NO. !i2! SHEET OF SHEETS ,t 0 SCALE: Y4"=I'-0` ............ SCALE: %"=I'-0` Q "'ECTMN ) SCALE: 3a"=I'-0` 11K /I E C T � (0 N SCALE: %"=I'-0" I EBY EXPRESSLY RESERVES' M COPY121CW AND OTKR UCHIS IN 1NESE- PLANS. � DQAWINCS ARE NOT TO I IV 5 "a. ,Ww IV NV PAR VITHW FIRST- OBIAININC $At UITM24 P*PMS510N AND CONS". TIM, TITZ AGA r-,NG1Nr.,r--n1NG COMPANY 19120 NkST COLOMAL OnIV,! OnLANDO, F1.011MA'3205 47' w. "'"I ............ a'�11 v En II 11 3q'-4" all 27-0' CONSTRUCT A 4" CONCRETE DATE APRIL 3, 19 87 SLAB ON GRADE IREINP. AS SHOWN JOB NO. LL- WITH A 6"X6"-WI,4XWI.4 W.W.F. SHEET ON A 6 MIL V1501JEEN V.B. OF SHEETS ON WELL COMPACTED, DRAINABLE FILL oc z^2 UJY. THICKENED SLAB EDGE SUPPORTING MASONRY PART. m.3 SCALE: %"=I'-0` Q "'ECTMN ) SCALE: 3a"=I'-0` 11K /I E C T � (0 N SCALE: %"=I'-0" I EBY EXPRESSLY RESERVES' M COPY121CW AND OTKR UCHIS IN 1NESE- PLANS. � DQAWINCS ARE NOT TO I IV 5 "a. ,Ww IV NV PAR VITHW FIRST- OBIAININC $At UITM24 P*PMS510N AND CONS". TIM, TITZ AGA r-,NG1Nr.,r--n1NG COMPANY 19120 NkST COLOMAL OnIV,! OnLANDO, F1.011MA'3205 47' w. "'"I re ............ a'�11 v En CHECKED DATE APRIL 3, 19 87 SCALE AS SHOWN JOB NO. LL- SHEET OF SHEETS oc UJY. m.3 re ............ a'�11 v DRAWN CHECKED DATE APRIL 3, 19 87 SCALE AS SHOWN JOB NO. SHEET OF SHEETS 00 r ch N V z z a m Loy V IIS I { ui 00 r ch N V z z a m Loy a 00 r ch N V z z a m L4X4X%" X 17"LG. W/ 2-1/2 DIA. X 8" T TYP. INT. E 8" X I, #5(2T &213) & j TOP OF TIE BEAM S nvcni nn nr-r-v 12'' & WELD 314" : i' • 0 1 L4%4X%" X 12'1-G. W/ 2-1/2 DIA. X 8" STUD ANCHORS TYP.) - ^.,—n � - TYP. INT. BRG. WALL TIE BM. 8" X 12" MIN. REINF. WITH 2 #5(2T &26) & #3 TIES ® 16" O.C. AW 11100 ZA R` ©00 F Fn"A tiMi �N PLAN SCALE: %" = 1'-0" (PLAN) -" = 1"-0' (SECTIONS) METAL ROOF DECK METAL ROOF DECK SHALL BE TYPE "F" 22 GAGE PAINTED METAL DECK ATTACHED USING A 36/3 WELDING PATTERN SIDE LAP SCREWS MAY BY USED THE CONTRACTOR SHALL CONSIDER A 25 GAGE HEAVY DUTY LOADMASTER DECK SYSTEM IN LIEU OF THE TYPE "F" DECK FOR DIMENSIONS NOT SHOWN REFER TO THE ARCHITECTURAL DRAWINGS AND FOUNDATION PLAN OVERLAP DECK 12" & WELD �--- REFER TO PLAN FOR TUBE AND PLATE REQ'MTS JOIST BRG. EL. = 14'-q" L3"X3"X%" X CONT. W/ %110 E.B. TYPICALLY AT WALLS SUPPORTING METAL ROOF DECK. REFER TO DETAILS FOR ANGLE REOV AT UNSUPPORTED DECK EDGES. JOIST BRG. ,in a ui 20K3 JOISTS ® 5'-6" ww.r "# in O (v a "r f0. Lo L3"X3"X�/" X CONT. W/ %"0 E:3. ® 36" ,r1 " ;') © � k 4 n a: ,a r LA- w1b x 35 W 18 X 35 W18, X 35 4'-0" 4'-0" CANT. CANT. 20K3 JOISTS ® 5"-6" ;) ; 4 N N � N N cr- ul F- dCC 5 S3 EM LLJ tn c=1 Lam! Dc LAC {' LL— PROVIDE A 2" TUBE WELDED TO %?" EMBED FP FOR DECK SUPP. 1 LL— u C:) L4X4X%" X 17"LG. W/ 2-1/2 DIA. X 8" T TYP. INT. E 8" X I, #5(2T &213) & j TOP OF TIE BEAM S nvcni nn nr-r-v 12'' & WELD 314" : i' • 0 1 L4%4X%" X 12'1-G. W/ 2-1/2 DIA. X 8" STUD ANCHORS TYP.) - ^.,—n � - TYP. INT. BRG. WALL TIE BM. 8" X 12" MIN. REINF. WITH 2 #5(2T &26) & #3 TIES ® 16" O.C. AW 11100 ZA R` ©00 F Fn"A tiMi �N PLAN SCALE: %" = 1'-0" (PLAN) -" = 1"-0' (SECTIONS) METAL ROOF DECK METAL ROOF DECK SHALL BE TYPE "F" 22 GAGE PAINTED METAL DECK ATTACHED USING A 36/3 WELDING PATTERN SIDE LAP SCREWS MAY BY USED THE CONTRACTOR SHALL CONSIDER A 25 GAGE HEAVY DUTY LOADMASTER DECK SYSTEM IN LIEU OF THE TYPE "F" DECK FOR DIMENSIONS NOT SHOWN REFER TO THE ARCHITECTURAL DRAWINGS AND FOUNDATION PLAN OVERLAP DECK 12" & WELD �--- REFER TO PLAN FOR TUBE AND PLATE REQ'MTS JOIST BRG. EL. = 14'-q" L3"X3"X%" X CONT. W/ %110 E.B. TYPICALLY AT WALLS SUPPORTING METAL ROOF DECK. REFER TO DETAILS FOR ANGLE REOV AT UNSUPPORTED DECK EDGES. JOIST BRG. ,in ENGINEER HEmy ExpRE055L5 r RPRIL 31 191 MS GOPTVN LAV COPYRIGM AND OT SCALEr PROPS -Q" Ric"I'S IN 1K51 TMS OESICN " NA%Ah4$ Ala'F ►> i? T� S 51i! Ii�d eE Rf-�&G�,.1C'Ep. CHS C7 CfiE^ oo�, ,;,.� Y FORM 00 I"tAnff2 R+alAt$ ANt�1aIKx �"E�7 � ;.+ � ovr Foeyofl�#�f t►' 'f +11 , 9 s� T WlrTg,4 RSS+l,�*i 400 ,, Tti Via, * lot t J:A a i ri V 7 ' C� rraY �w wz�wrnr siwurww Wr Art Trt Y 'TC t4L Tit r,;;„ wwl s %VITT[ I THE BRAGA MGM r� Ttwo c6iS Alf"t. 1820 WEST COLONIAL OAIVE OAL NOO, FLOAIDA 52905 til OF SI B7347 a ui ww.r "# a "r f0. Lo ,r1 " k 4 n a: ,a r LA- i ENGINEER HEmy ExpRE055L5 r RPRIL 31 191 MS GOPTVN LAV COPYRIGM AND OT SCALEr PROPS -Q" Ric"I'S IN 1K51 TMS OESICN " NA%Ah4$ Ala'F ►> i? T� S 51i! Ii�d eE Rf-�&G�,.1C'Ep. CHS C7 CfiE^ oo�, ,;,.� Y FORM 00 I"tAnff2 R+alAt$ ANt�1aIKx �"E�7 � ;.+ � ovr Foeyofl�#�f t►' 'f +11 , 9 s� T WlrTg,4 RSS+l,�*i 400 ,, Tti Via, * lot t J:A a i ri V 7 ' C� rraY �w wz�wrnr siwurww Wr Art Trt Y 'TC t4L Tit r,;;„ wwl s %VITT[ I THE BRAGA MGM r� Ttwo c6iS Alf"t. 1820 WEST COLONIAL OAIVE OAL NOO, FLOAIDA 52905 til OF SI B7347 a ww.r "# "r Lo 4 LA- i ; 4 cr- ul F- dCC CC EM LLJ tn c=1 Lam! Dc LAC {' LL— 1 LL— u C:) ;n tz CD ami rna ENGINEER HEmy ExpRE055L5 r RPRIL 31 191 MS GOPTVN LAV COPYRIGM AND OT SCALEr PROPS -Q" Ric"I'S IN 1K51 TMS OESICN " NA%Ah4$ Ala'F ►> i? T� S 51i! Ii�d eE Rf-�&G�,.1C'Ep. CHS C7 CfiE^ oo�, ,;,.� Y FORM 00 I"tAnff2 R+alAt$ ANt�1aIKx �"E�7 � ;.+ � ovr Foeyofl�#�f t►' 'f +11 , 9 s� T WlrTg,4 RSS+l,�*i 400 ,, Tti Via, * lot t J:A a i ri V 7 ' C� rraY �w wz�wrnr siwurww Wr Art Trt Y 'TC t4L Tit r,;;„ wwl s %VITT[ I THE BRAGA MGM r� Ttwo c6iS Alf"t. 1820 WEST COLONIAL OAIVE OAL NOO, FLOAIDA 52905 til OF SI B7347 2 #5 CONT SECT, EL.=W-8" Q SECT it TYP. TIE BEAM — 2—CRS. U—BLOCK W/ 2#5 CONT, TYP. CAP TIE BEAM ELEV.=14'—O" TYP END WALL REINF, #5 ® 48" O.C. IN FULLY GROUTED CELLS L3X3XY W/ %"0 EXP BOLTS 36" ON CENTERS (TYP) --L %X IY4Xy8 L—BRACING FOR 2 END BAYS, HORIZONTAL THEREAFTER TYP. CAP TIE BEAM ELEV. 2 #5 CONT 4 TYP END WALL REINF, #6 DA125 @ 32" IN GROUTED CELLS L3X3XY4 W/ %"0 EXP BOLTS @ 4'-0" O.C. IN FILLED CELLS TYP. CAP TIE BEAM EI.EV.=14'-0'' L 3 X 3 X 1/4 CONT. (TYP. AIM BEAM W/ 2#5 m TIE BM EL =12'_0,' ALL UNSUPPORTED EDGES OF DECK. CONT, T&B #3 STIR, @ 16" 2—#5 CONT,--:�< I #5 VERT WALL REINF,®4' O.C. REFER TO SECTION 1/52 FOR BRIDGING AND ANCORAGE NOT SHOWN PROVIDE A CONTINUOUS L4'X 4" X %" ATTACHED W/ N"0 EXP. BOLTS ® 32" O.C. IN GROUTED BLOCK SECTM N�S2) � LA X4''A%4N ccrlT. W/ 3,4 � A.B. r� 3211 oc SECTMN r2- " � � L82� TYP. CAP TIE BEAM ELEVATION = 18'-0" PL. 4 X 3/8 X 10" LG. 2 — 3'8''0 A.B. X 14" PLUS HK. 2—#5 CONT. AT EACH BOND BM. PROVIDE #6 ® 32" VE-RT.------ IN ERT.—'----IN FULLY GROUTED CELLS L3'' X 3" X %4" CONT. TYP AT ALL UNSUP— PORTED EDGES OF DECK. SECT0 o N Kos J J a CONCRETE i„ TYP. CAP TIE BEAM ELEV.=14'—O" TYP END WALL REINF, #5 ® 48" O.C. IN FULLY GROUTED CELLS L3X3XY W/ %"0 EXP BOLTS 36" ON CENTERS (TYP) --L %X IY4Xy8 L—BRACING FOR 2 END BAYS, HORIZONTAL THEREAFTER TYP. CAP TIE BEAM ELEV. 2 #5 CONT 4 TYP END WALL REINF, #6 DA125 @ 32" IN GROUTED CELLS L3X3XY4 W/ %"0 EXP BOLTS @ 4'-0" O.C. IN FILLED CELLS TYP. CAP TIE BEAM EI.EV.=14'-0'' L 3 X 3 X 1/4 CONT. (TYP. AIM BEAM W/ 2#5 m TIE BM EL =12'_0,' ALL UNSUPPORTED EDGES OF DECK. CONT, T&B #3 STIR, @ 16" 2—#5 CONT,--:�< I #5 VERT WALL REINF,®4' O.C. REFER TO SECTION 1/52 FOR BRIDGING AND ANCORAGE NOT SHOWN PROVIDE A CONTINUOUS L4'X 4" X %" ATTACHED W/ N"0 EXP. BOLTS ® 32" O.C. IN GROUTED BLOCK SECTM N�S2) � LA X4''A%4N ccrlT. W/ 3,4 � A.B. r� 3211 oc SECTMN r2- " � � L82� TYP. CAP TIE BEAM ELEVATION = 18'-0" PL. 4 X 3/8 X 10" LG. 2 — 3'8''0 A.B. X 14" PLUS HK. 2—#5 CONT. AT EACH BOND BM. PROVIDE #6 ® 32" VE-RT.------ IN ERT.—'----IN FULLY GROUTED CELLS L3'' X 3" X %4" CONT. TYP AT ALL UNSUP— PORTED EDGES OF DECK. SECT0 o N Kos L4" X 4" X%" CONT. W/ %"0 STUDS X 4" ® 32' TYPICAL REAR WALL TIE BEAM B" X 12" MIN. DEPTH REINF. W/ 2 #5(2T &2B) & #3 TIES t4 16" O.C. METAL DECK. 2"X6" WOOD LEDGERS T&B W/ Y"0 E.B. ® 24" REFER TO ARCH. DWGS FOR TRUSS CONFIGURATIONS ,r ATTACH TRUSSES TO LEDGERS W/ FRAMING CLIPS E.5 W12 ■l■ PROVIDE FP%?"X15X8 W/ 4 X"0 X 1'-41' +41' HK. A.D. REINF. 16"0 CONC. COL. W/ 4 #6 BARS VERT. W #3TIES ® 12" DOWELLED TO FOOTING 8"j- E C T � 0 N r7 L 3 X 3 X 1/4 CONT, (TYP, AT ALL UNSUPPORTED EDGES OF DECK. C11 TIE BM. ELEVATION = 14'-9" 1-4X4X%" X 12''LG, W/ 2-1/2 DIA. X 8" STUD ANCHORS TYPICAL REAR WALL TIE BEAM 8''X16" MIN. REINF. W/ 2 #5(2T &2B) & #3 TIES ® 16" O.C. TYP. TYPICAL WALL REINFORCING AT HIGH WALLS = #6 BARS ® 32" IN FULLY C12OUTED CELLS REFER TO MASONRY NOTES SC00N r4"*� �S2) L3" X 3" X VA" CONT. TYP AT ALL UNSUP— PORTED EDGES OF DECK. 2" X 4" X—BRACING TYPICALLY HORIZONTAL 2 X 4'S CONT, STANDARD CONCRETE LINTEL W/ 2 #5 T&B 4. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN LAYED UP SUCH THAT THE CONCRETE 15 INTERLOCKED WITH THE MASONRY, 5. THE CONTRACTOR MUST BE CAREFUL TO PROVIDE CLEANOUTS AT ALL VERT. BAR LOCATIONS AND ASSURE PROPERLY POSITIONED AND CENTERED RE -BAR AND THAT ALL CELLS ARE RODDED AND MADE CLEAR OF .ALL MORTAR AND OTHER DEBRIS. 6. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING BRACING OF ALL MASONRY CONSTRUCTION. ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL UNTIL THE ROOF AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE TRUCTURAL STEE I. ALL STRUCTURAL STEEL SHALL BE ASTM A36 UNLESS NOTED OTHERWISE. 2. ALL FABRICATION, WORKMANSHIP AND DETAILS SHALL BE IN ACCORDANCE- WITH CCORDANCEWITH THE LATEST EDITION OF THE AISC DESIGN MANUAL AND SPECIFICATIONS, 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY, 4. GROUT FOR COLUMN BASE PLATES SHALL BE NON—SHRINK GROUT BY "EMBECO" OR APPROVED EQUAL.(5000 P51 MINIMUM) GROUT BLK. SOLID BEHIND CONN. FOR WIDTH OF 32" ADD 4—#5 FULL HGT. 4-3/4" DIA. X 4" LG. EXP. BOLTS @ 4" L6'' X 6" X %4" X 121G, 5. ALL STEEL BAR JOISTS SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS" AS ADOPTED BY SJI AND AISC. 6. ALL MECHANICAL AND ELECTRICAL ITEMS HUNG FROM THE STEEL JOISTS SHALL BE SUPPORTED BY HANGERS ATTACHED TO THE TOP CHORDS OF THE JOISTS AT THE WEB MEMBER INTERSECTION POINTS ONLY. 7. PROVIDE STANDARD AISC CONNECTION5 AT ALL BEAM TO COLUMN AND BEAM TO WALL CONDITIONS DESIGNED TO SAFELY SUPPORT OF THE SAFE LOAD CARRYING CAPACITY FOR THE GIVEN SPANS, METAL DECK I. ROOF DECK SHALL BE 1-1/2" X 22 GAGE GALVANIZED METAL DECK WITH THE FOLLOWING MINIMUM PROPERTIES: Sn = .194, Sp = .186, 1 = ,167. ATTACH THE ROOF DECK WITH SDI PATTERN 30/3 EXCEPT WELD ENDS AT 12'' O.C. AND BUTTON PUNCH 5IOELAP5. DRAWN r DESIGN BASIS CHECKS ALL WORK SHALL CONFORM AT LEAST THE MINIMUM STANDARDS OF THE J 8 "SOUTHERN STANDARD BUILDING CODE" LATEST EDITION WITH ALL STATE AND 1 DATE LOCAL AMENDMENTS. EelGI M PERE9Y EXP9ZP55LY REQAPRIL, 3� HIS C/�l`T'ICN LAW COPYRIC14 AND 0'T R vE IPROPEIZTY 121CHTS IN IASir PLANS. SCALE THIS BUILDING NAS BEEN DESIGNED FOR AT LEAST THE FOLLOWING MINIMUM Tris If:SICN " VQAIM1 45 ARE 314" �. DESIGN LOADS:RffRC7UCr D. �►+� i i » a...°3,,. MY FMM OR iU►1ai�� %"AT°Sr , �� WIND VELOCITY 110 MPH our fIQ51 COTAIWC 74 t)(xV-;a. RWRITtEti PE-�t' 551(ki ROOF LIVE LOADS 20 PSF ; { 'Tt+E WACA !e* it,{ NOR ARP 1KY tp ft A$*CCaf-+V r) A "i TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND PAR" wlTp'rxITlarY oIrAil�+rr"`t' o. Wt�Ir'TEN P��t?�IS�tO�t Art? ��rrtt, � 1 SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. _; THE DIZAGA ENGINEEnV40 COP OnLANDO, FLOFIIDA'32D(� IB20 WEST COLONIAL DRIvOP 4 or --------- 87347 47 GENERAL NOTES CONCRETE I. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI I, THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO OF 3500 PSI, EXCEPT FOUNDATIONS SHALL BE 3000PSI PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND IT'S CONTENTS. 2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR 2. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT MINUS ONE INCH. INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL Be CONTROLLED BY THE DIMENSIONS INDICATED ON THE 3. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL, ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH THE ARCHITECT, UNLESS NOTED OTHERWISE. 3. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE 4. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY MANUFACTURERS INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION DOCUMENTS, CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO 4, THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE CONSTRUCTION OF THOSE AREAS INVOLVED. JOBSITE, A CURRENT APPROVED SET OF SHOP DRAWINGS. 5. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS 5. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. STRUCTURAL DRAWINGS. FOUNDATIONS MASONRY 1, FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE r SOIL ENGINEERING REPORT. REFER TO THE PROJECT MANUAL FOR REPORT. I. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM CqO FOR LOAD BEARING CONCRETE MASONRY. F'm = 1500 psi 2. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM BEARING VALUE OF, 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR 5 MORTAR. 2000 P.S.F. 3. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR—O—WALL" TRUSS SAID GEOTECHNICAL ENGINEERING REPORT. (SEE PROJECT MANUAL). TYPE REINFORCING IN EVERY OTHER COURSE (16" OC). L4" X 4" X%" CONT. W/ %"0 STUDS X 4" ® 32' TYPICAL REAR WALL TIE BEAM B" X 12" MIN. DEPTH REINF. W/ 2 #5(2T &2B) & #3 TIES t4 16" O.C. METAL DECK. 2"X6" WOOD LEDGERS T&B W/ Y"0 E.B. ® 24" REFER TO ARCH. DWGS FOR TRUSS CONFIGURATIONS ,r ATTACH TRUSSES TO LEDGERS W/ FRAMING CLIPS E.5 W12 ■l■ PROVIDE FP%?"X15X8 W/ 4 X"0 X 1'-41' +41' HK. A.D. REINF. 16"0 CONC. COL. W/ 4 #6 BARS VERT. W #3TIES ® 12" DOWELLED TO FOOTING 8"j- E C T � 0 N r7 L 3 X 3 X 1/4 CONT, (TYP, AT ALL UNSUPPORTED EDGES OF DECK. C11 TIE BM. ELEVATION = 14'-9" 1-4X4X%" X 12''LG, W/ 2-1/2 DIA. X 8" STUD ANCHORS TYPICAL REAR WALL TIE BEAM 8''X16" MIN. REINF. W/ 2 #5(2T &2B) & #3 TIES ® 16" O.C. TYP. TYPICAL WALL REINFORCING AT HIGH WALLS = #6 BARS ® 32" IN FULLY C12OUTED CELLS REFER TO MASONRY NOTES SC00N r4"*� �S2) L3" X 3" X VA" CONT. TYP AT ALL UNSUP— PORTED EDGES OF DECK. 2" X 4" X—BRACING TYPICALLY HORIZONTAL 2 X 4'S CONT, STANDARD CONCRETE LINTEL W/ 2 #5 T&B 4. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN LAYED UP SUCH THAT THE CONCRETE 15 INTERLOCKED WITH THE MASONRY, 5. THE CONTRACTOR MUST BE CAREFUL TO PROVIDE CLEANOUTS AT ALL VERT. BAR LOCATIONS AND ASSURE PROPERLY POSITIONED AND CENTERED RE -BAR AND THAT ALL CELLS ARE RODDED AND MADE CLEAR OF .ALL MORTAR AND OTHER DEBRIS. 6. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING BRACING OF ALL MASONRY CONSTRUCTION. ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL UNTIL THE ROOF AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE TRUCTURAL STEE I. ALL STRUCTURAL STEEL SHALL BE ASTM A36 UNLESS NOTED OTHERWISE. 2. ALL FABRICATION, WORKMANSHIP AND DETAILS SHALL BE IN ACCORDANCE- WITH CCORDANCEWITH THE LATEST EDITION OF THE AISC DESIGN MANUAL AND SPECIFICATIONS, 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY, 4. GROUT FOR COLUMN BASE PLATES SHALL BE NON—SHRINK GROUT BY "EMBECO" OR APPROVED EQUAL.(5000 P51 MINIMUM) GROUT BLK. SOLID BEHIND CONN. FOR WIDTH OF 32" ADD 4—#5 FULL HGT. 4-3/4" DIA. X 4" LG. EXP. BOLTS @ 4" L6'' X 6" X %4" X 121G, 5. ALL STEEL BAR JOISTS SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS" AS ADOPTED BY SJI AND AISC. 6. ALL MECHANICAL AND ELECTRICAL ITEMS HUNG FROM THE STEEL JOISTS SHALL BE SUPPORTED BY HANGERS ATTACHED TO THE TOP CHORDS OF THE JOISTS AT THE WEB MEMBER INTERSECTION POINTS ONLY. 7. PROVIDE STANDARD AISC CONNECTION5 AT ALL BEAM TO COLUMN AND BEAM TO WALL CONDITIONS DESIGNED TO SAFELY SUPPORT OF THE SAFE LOAD CARRYING CAPACITY FOR THE GIVEN SPANS, METAL DECK I. ROOF DECK SHALL BE 1-1/2" X 22 GAGE GALVANIZED METAL DECK WITH THE FOLLOWING MINIMUM PROPERTIES: Sn = .194, Sp = .186, 1 = ,167. ATTACH THE ROOF DECK WITH SDI PATTERN 30/3 EXCEPT WELD ENDS AT 12'' O.C. AND BUTTON PUNCH 5IOELAP5. DRAWN r DESIGN BASIS CHECKS ALL WORK SHALL CONFORM AT LEAST THE MINIMUM STANDARDS OF THE J 8 "SOUTHERN STANDARD BUILDING CODE" LATEST EDITION WITH ALL STATE AND 1 DATE LOCAL AMENDMENTS. EelGI M PERE9Y EXP9ZP55LY REQAPRIL, 3� HIS C/�l`T'ICN LAW COPYRIC14 AND 0'T R vE IPROPEIZTY 121CHTS IN IASir PLANS. SCALE THIS BUILDING NAS BEEN DESIGNED FOR AT LEAST THE FOLLOWING MINIMUM Tris If:SICN " VQAIM1 45 ARE 314" �. DESIGN LOADS:RffRC7UCr D. �►+� i i » a...°3,,. MY FMM OR iU►1ai�� %"AT°Sr , �� WIND VELOCITY 110 MPH our fIQ51 COTAIWC 74 t)(xV-;a. RWRITtEti PE-�t' 551(ki ROOF LIVE LOADS 20 PSF ; { 'Tt+E WACA !e* it,{ NOR ARP 1KY tp ft A$*CCaf-+V r) A "i TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND PAR" wlTp'rxITlarY oIrAil�+rr"`t' o. Wt�Ir'TEN P��t?�IS�tO�t Art? ��rrtt, � 1 SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. _; THE DIZAGA ENGINEEnV40 COP OnLANDO, FLOFIIDA'32D(� IB20 WEST COLONIAL DRIvOP 4 or --------- 87347 47 ,oI .� 14P CLECTRICAL ABBP.EVIATiONS . �I"%,hTilfR PROOF~. . ;EW11 t-L'[:CIRIC.WATER .1fEATER., EWC ELECTRIC IAT£R COOLER Nf NON-FUSED / 0ATIONALELECTRICAt''ME i1B 1• VLQ 1 AIt0 r LUGS ONLY ' V giRCUIT REAKFR GRN' GREEN FLEX FLEXIBLE GPD GROUND XMFR TRANSFORWER W/ WITH , O WITHOUT " SQ ,oI .� 14P CLECTRICAL ABBP.EVIATiONS . �I"%,hTilfR PROOF~. . ;EW11 t-L'[:CIRIC.WATER .1fEATER., EWC ELECTRIC IAT£R COOLER Nf NON-FUSED NEC 0ATIONALELECTRICAt''ME i1B TELEPHONE TERMINAL BOARD VLQ 1 AIt0 r LUGS ONLY ' r ✓P giRCUIT REAKFR GRN' GREEN FLEX FLEXIBLE GPD GROUND XMFR TRANSFORWER W/ WITH , WITHOUT " SQ SQUARE REC RECEPTACLE DN DOWN SW SWITCH TEL' TELEPHONE GFI GROUND FAULT'INTERRUPTOR Mtt MOUNTING HEIGHT AFF ABOVE FIN FL FIN'. FINISHED ; FC FLOOR GR GRADE ., i TH RAi� STAT SY OTHERS f. i•• �•V/?Mr'-V ... Y•I\.{V s vrr• yr Vlv lr Vvr\V.s.vr�'rr • _ r - ALL ELECTitICAL Ai3BRTiV;ATIONS SHOWN ON LIST MAY -T(YF ATtPEAR (TN DRAWINGS nDANCH CIRCUIT PANELBOARD-SEE SCHEDULES L.U.N. RESEARCH r APPROVED BY I/8 . 3.24.87 JADE ELECTRIC 2 :'ALL "UNC)IrRGItOUND RACEWA,YS A(tE TO BE A MINIMUM' OF 24 INCHES BELOW , . GRADE UNIa`SS NgTFb. CJTHERWISE. RACEI1IAY -CONCEALED-IN WALL OR CEILING;. RA,CEWAY ,UNDERGROU9D'OR''BELaW FLOOR 3 • .;.ALL` `ANC(=! �1P,CU(T .RACEWAYS SHALL` CC7N7AiN A � 12 AWC;'GRFEN COD ... ,.......... RACEWAY EXPOSE[7.. . L> FIX"TURE5 AND ;RECEPTACLtS SHALL `$E BONDED 70 THIS GROUND -'Wlf~'E`l� TO . ' ANELFEER GROUNb`WIRES SHALL SIZED IN ACCORD W TCONDU STRI8U7IaN. PANEL:BOARD ._, .,- "ARTICLE .THE .'<Nt~C. THtS GROUND SHALL 6E CUNTINUOUS . r , ,: r . ' „ , DUPLI~X ' 3 :'AF30VE,>COUNTER/BACKSPLASH : G b T T NEUTRAL ,.. ,' , .; „FROivi TFiE 5ERVICE. ENTRAN E AND 5HALl. 8E It# 14 ptTION O HE . .-- _.__. ,. .; THE •NEUTRAL $HALL,NOT BE USEb-FOR A. CRC)UNp .Vl�litE. GROUNp 5ERY CE ., . , . • . , : • - , , '.. �1to W Ttf' hTCRIAt:'. PACK ALL ARO 7 i M : 0 IVC .FIRE .antlNG EQUAL S0 FtOOR.OR ., i TH RAi� STAT SY OTHERS _ , :. _ 1 RANGE N, ACCORD WITH NEC ARTICLE 250. , WALL PENETRATED : : OC 0 TL:ET , CLIC" U ... 4 LL :INCANpFSCENT LAMPS ARETd BE, t3q VOLT, ,INSIDE FROST, ,UNLESS (`JTIHER- ..., .. _ p $, 3 �Y,: ti�lA L 1�lITCH-`20A.:�120V .1� A L S ,. .. . .. I~IXTURE .SCHEDU.L'E� I=IXTURE .TYPES SEE ,'LIGHT ... 5 READ TNF~ SPECIFICATIdNS CAREFULLY.: FURNISH YOUR ,JOB "FOREMAN FI ItE 1+tALG OR 'FLbpR q 'ONDU1'f--ARRO1115 •DENOTE NO OF ,CK'fS.' I R I �fG , I N C CF'THE SPEt ICA IONS HASHMAR.S DENOTE F 4I RES -NO. OCOPY .,_ �.. b SHA�.iw EETH�;F31[3DER� r01liS1T;1"HE SITE AMID TH�}4t=, .• i • �, s., 5Df , p T' , P T BKR AT­C'ANEL NOTED ; ENO ES 64A. 2 . CK _.:fi. ,'�'F-tE.,kt~5PC3NSiB1Lt1`Y•.C)F r T sr UC. . OUGf-{LY AC U,Att�tT iIiEMSr=LYES WITH SCIS ING FACILITIES AND OB R ., ; .. r ,,, . ,. - ALL R w R FLoaa : 0 tSUiT tdCTRATION OF FI E L a ., ., .. , T t DOUBT'.' . . R F r,, W Y M N b TIOt~dS . CONCERNING : THEtR :PO T(dN (> THE . OAK.. AN E n ►"f0 SCALE SHALL':, EE itEFFRREA •'tt7 THE ' ENGINEER � FOR '-CLARIFICATION PRIOR TO ; gap': ,,:: ::pUE,:DATE._Xw-WORK::AND.'MATERIALS" tQUIR.Ep;,tND1GATEp,pRaMPL1Ep,:AS ;p b, c, . , SUBSCRIP`t , LETTERS DENOTES. S I'rITCH CONTROL ,. NECESSARY ,10' ;CC3MPLETE .THE :.SYSTEM .i.AS . INTENDED BY. > tHE : PLANS -AND I ., .,. _ 'INCLUDED M. P IFICATIUNS:.: HALL BE INCLUDED tN THiW:B(b. .S �nnhrvy�n :' W - G •hiA' µ 1 GRf�T IN 'I 2 FLEX ,CCNDUIi �6t;T- ON 3 X1121 1d 2 I T T...POR.T P. T - . fiA _ ION, 0 NE IIORi:. COMING UNDER,.TH1w.:;JU iSDICT,TQN •OF.. t,HC • wrn` I ,I ,� ; -2 12 1-�li2GRN IN °1 /2:.FLEX CONDUIT bF1'',LQf�G ,r,AX.r �� 1�:AN P0l1ER.,.COMPANY SH HALL ;.CONFO,�t�C .70 ALL:REQ REIviENTS :OF , THE", OWER :COI,dF'ANY ND.:EL CTRIC A � X�[, CONTRAGTGR r`SliALL INCLUdE iN t{IS IIID ANY ° ''` :• ' . F�. A OST AR LL.0 S.CH GED _ BY. THE �?OItiCR OMP l , •. � . ; C AJY 0 EF !~CT SUCH. VUR.. _ ` E T , CU T: , C TO AL N � 0COO . ERA C ,AND RDLNATE. H S WOR A SHALL COOP' Tt'LIGHTING ..�... ': �:..,; :,.: �.: `, ,.. ,,.' ' .. �.•, . ' '4fTTH; -JH ,. .: � VPr � � i V& `/may �y,. '� ���/��.�Crr WITH RVAC ��■'f� , . {.� k7 �•\�'•.'�•*�,1"Yy 1 ,ry y�A � ���•� � '[� �{'�'y'+ry �.n 7y DRAWINGS:', �J �1 �J �lY - �f .... ,. :.... .::-.,� . •.,,...:,. ; :.;, TIIAT.,OF.E. €'�ftlEl�: COI.dPANYnow : � .. .... ., ., .. .. ,... .- ,.. ,.� :� ..:... : - -,',.. �YA51 Bar Ww� ... � .(��•) ,. .i ltL' Ia .. r'�,T/", a:, ,lAY ].�IIJ'-1�'li Al :: ,I1�C1� iYil l 11J.�1'1��47 .'. .. ., m- . , , � ,. . .: L.U.N. RESEARCH r APPROVED BY I/8 . 3.24.87 JADE ELECTRIC a . B - A D. Who N I I c i I GENERAL RECD I 1 = 130,000 x; 3 + `48,110 1= 513 AMPS 3x240 240 F-�' AC- I L _ — _J u _.. _I I PANEL Zt- AC^ 7, , AC--� , , 8 FLOOR PLAN ELECTRICAL SCALE 1/8%�.0' . L �A A ' 'CALCULATI NS D. Who GENERAL LIGHTING. .8 P180 GENERAL RECD 12.000 VOLT-AMPERES .QENI RAL 'LIGHTING 27,050 AC -6 RECEPTACLE 117 @ 180VA 21,060 AC --7, ` 15,000 TOTAL:. 48,110, 195 15,000 HEAT STRIPS 3 I-1,0 AC -1 -- 151.9 15,000 AC -2 15,000 AC -3 804 15,000 AC -4 200.3 20,000 ACS 20,000 AC -6 ? 5; 0 0 0 -:AC-7 1 5,000 '8 15,000 'Ac . TOTAL: 130,000 3p I 1 = 130,000 x; 3 + `48,110 1= 513 AMPS 3x240 240 F-�' AC- I L _ — _J u _.. _I I PANEL Zt- AC^ 7, , AC--� , , 8 FLOOR PLAN ELECTRICAL SCALE 1/8%�.0' D H, i2V I G -c-, SUMP PUMP I -K9 vp LtimmWrOffic-i Arz>�ivr_ SCtUF2E.'L.AMINATEb PLASTIC SIO ON EXTERIOR WALL AI3aVC 17El,�OrC TRIP J)I VICE. SIGN TO HEAD: LbG. M IN DISCONNECT 4*0NDUl7 S iGN'.74 HAVE .R p 6ACKC0OuNb' : "lI TN WNT7'E 'ENGRAVED .__600 MCM XHHW ALU LE7TE12`ING 3'-INCtiE5 "'t�IGti At4D'3/,32.'INOI STROKE.' M, D, P. llj 1000 A. 3 A B P�t1 G. 225 A. 200 A, C.T.s _ t VAP. 3"C WW4 -4 C ALU,11 .._ U. fJ 2" c. 4'- 3-250 A>_.0 Eb'ftG i Gy4`" 'POET - `' f.6 _ ._.. _.._.... . _.,.._..__... ___ COPPERI^ELD':GRiJ ROp7.a Ji `CO!'pEPi�lt 6D,•ROD OD : 4A I N TNCOM I NC' .toLD' W. TELEPHONE, FIRE ALARM ANDCOMPUTER SYSTEMSNOT IN THIS CONTRACT ON A 30, 4 -WIRE DELTA -CONNECTED SERVICE WHERE THE MIDPOINT OF ONE 'PHASE IS. `GROUNDED, THE SERVICE-ENTRANCI; CONbUC"pR ,.HAVING THE HIGHER PRASE ' VOLTAGE.=TO,-GROUND SHALL BE CONST?ICUOUS'LY AND PERMANENTLY MARKED BY AN bbTtR I'INISH THAT : IS ,ORANGE IN , COLOR. 1584NEC SECTIONS '215-8; .384-3 (e) AND 384,-(f), SHALL APPLY. t SCALE 1/8 if onre 4-6;$7 88013003 LOX RESEARCH APPROVED BY DRAWN By E M H REVISED LA H DRAWING NUMBER E-2 . L �A A ' VOLT --AMPERE GENERAL LIGHTING. .8 P180 GENERAL RECD 12.000 TOTAL: 20,080 AC -6 15,000 AC --7, ` 15,000 AC -8 15,000 I-1,0 `-45:000 x 3 + 20,080 -- 151.9 3 x 240 240 LIGHTING GROWTH @ 25% 804 200.3 D H, i2V I G -c-, SUMP PUMP I -K9 vp LtimmWrOffic-i Arz>�ivr_ SCtUF2E.'L.AMINATEb PLASTIC SIO ON EXTERIOR WALL AI3aVC 17El,�OrC TRIP J)I VICE. SIGN TO HEAD: LbG. M IN DISCONNECT 4*0NDUl7 S iGN'.74 HAVE .R p 6ACKC0OuNb' : "lI TN WNT7'E 'ENGRAVED .__600 MCM XHHW ALU LE7TE12`ING 3'-INCtiE5 "'t�IGti At4D'3/,32.'INOI STROKE.' M, D, P. llj 1000 A. 3 A B P�t1 G. 225 A. 200 A, C.T.s _ t VAP. 3"C WW4 -4 C ALU,11 .._ U. fJ 2" c. 4'- 3-250 A>_.0 Eb'ftG i Gy4`" 'POET - `' f.6 _ ._.. _.._.... . _.,.._..__... ___ COPPERI^ELD':GRiJ ROp7.a Ji `CO!'pEPi�lt 6D,•ROD OD : 4A I N TNCOM I NC' .toLD' W. TELEPHONE, FIRE ALARM ANDCOMPUTER SYSTEMSNOT IN THIS CONTRACT ON A 30, 4 -WIRE DELTA -CONNECTED SERVICE WHERE THE MIDPOINT OF ONE 'PHASE IS. `GROUNDED, THE SERVICE-ENTRANCI; CONbUC"pR ,.HAVING THE HIGHER PRASE ' VOLTAGE.=TO,-GROUND SHALL BE CONST?ICUOUS'LY AND PERMANENTLY MARKED BY AN bbTtR I'INISH THAT : IS ,ORANGE IN , COLOR. 1584NEC SECTIONS '215-8; .384-3 (e) AND 384,-(f), SHALL APPLY. t SCALE 1/8 if onre 4-6;$7 88013003 LOX RESEARCH APPROVED BY DRAWN By E M H REVISED LA H DRAWING NUMBER E-2 r a E r , _r PIPE W 15T r /77 IL _ _ P 4 1C p.: 0---- — t +� , j s �t. � � i ( '"°`.. iZ��-� T',�1r—.-�'j ,.i � � w—'' S F-_ F . jr�, ^ ! .'...��C,. > �,,,,,...",' /'���/.� IQ,,• ( K ' r t 14 f ca i i• ! i Z cc w t To •'' ,%S 'SP.i+w,,:' pp rr, X t ,,tom E' � S _ r• -•`f �, • ,yy bt ,Fd .' ) � / {ww++'+v w.."• 1 .� .. b -,.r V� , �..» 4 m ._,_. _- — __,_.. _.,_ ,_.-_._ ��{�.. ,.,.:,,.� �•' E �r....,r ftp 1 i , i i _ - ##f•-�. Fir •M'""• 1 ( 1 '��']. f 11_:.'`'/,%4l%.`'. 041 A P 7` r 1. �l A "l• ,I s 1 i d x .,.,.,_.,....rn...,... ....:..«......w... o...,:«..........w.:,.ycre. zHw.:iv. .,..K..' :evn,..«,.waves.,....r.aan„n«.+.,a..+,u...:..m..,,.......,..»,r,.,,,....,,,,.,.nw..... s,^*nw•snrw..w�....n....Y,..,.,rr.w _ °"...,, ,k'...... ,p..,.', - ,.t, ,r }, lµ':...•� I TM •i 6 r J , .c' { :s e l HU* lw•"w,r ,_..fi,,n...,x .,...+}, !",'�,,.� ,j `w,.� 5•n�': ��� /�' ''rte`! r'��� �"'✓.� ..,�,.,,..^- �^�'"'_ 1 V'`„�...a 1i••._ -',t.•✓ - f,,%/to ;' 9 �, ,.,� Y; DRAWN CHECKED h. w, a DATE SCALE Y wf J 1• v 4 wjl SHEET `"'(""' 3 t E , O F SH EETds e eacc.h -.�.......f�ERM IT FEE ��oOc7