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360 Towne Center Cir (2)
T �% TfIRU()� W,4� � L�� G�f,L COAJWC-702 U` Uliderwriters Laboratories InC. A. CD cr rHRj z_— 14—r m LASTI_ CIO 3 DRAWING NUMBER DWE POST 18A8.08 - 11 x 17 � PLA�1 DETAIL 4.2 3J4„_ r- o' 07421- A 09250- D 09250- J 05120- C 04400- A rr r td c 1. 6 PLAN DETAf L , 3/411=1'- 0„ 09250 - PC P- � (V 1. � PLAR! DETAIL A A D PC- - C' Z C- DRYVIT 4G ABOVE J C B F G A A C H D A A 'A •A -A -C -D PC P -2E AX -H -C -D PC P -2E CORRUC METAL DOOR 8 DILE. TO FACE OF MULLION CIM. 'TO C/L OF MUWON, DIM. TO FACE �"-(l 0 F MULLION ,, e - I I , KEYNOTE LEGEND O /�� Sectioncation Note p J 5 , �-Designation �� o a0000.A, .�.�.,, ...r . /",t, ry �• nn . r.r t•1r vat ✓.r1r•1 ' ! Drawing Keynote T.O. PARAPET A DIVISION 2 ELEV. 107.17. 02514-A: 4" CONCH sroEw" oN c�ACTm F� WTH 6 X 6. 10/10 ww. SCORE MIN141UXu OF 5' o.c. EACH WAY OR AS SHOWN ON PLANS. PROVIDE i/2" THICK CONT. EXPANSION JOiNT MATERIAL AT ALL VERTICAL ABUTIAENTS. AT SMREFRONT AND 2O' -O" 0.C. SEE �- PLANS PROVIDE TRAFFlC BEARING TYPE SELF LE1IE].iNG SEALANT (2 -PARD AT ALL EXPANSION JOINTS. � 0) DIVISION 3 T_ 0) 03310 M: CONCRETE COLUMN - SFE STRUCTURAL. � DX VISION 4 04200 8: 8" X 8" (NOM.) SPLIT FACED SCORED 4" GAU. T_ G 8" X B" X 18" (NOH.) CONCRETE MASONRY UNIT WD T.O. MASO�iRY W Q_ _ _�_ � A RUNNING 801rD PATiIIiN. ELEV. 97..83' F: MASONRY "WW' M AT 1a" aC. VERT. m � L 12" X 8" X 16" (NOMa CMLI LAW IN A RUNNING BOND m PATTERN N: GADDER TYPE HORIZONTAL JOIST REINFORCING 0 16" O.G VERTICAL E 6't X 8" X 16" (NOi1.) CMU WD N A RUNNING BOND I- W PATTERN. I_ U 04400 A: i-1/4" P0jSHED GRANITE I_.L� i_t_l D: 3/8" X 24" X 24" POLISHED GRANITE TILE U) DIVISION 5 05120 A. STE; L BEAN. SEE SiRUCTURAL DRAMANGS. 8: CONT. STEEL ANGLE SEE STRUCTURAL DRAWINGS. G -STEb3 COWIiN. SEE STRUCTURAL DRAWNGS. D: STEEL CRANtia,. SEE STRUCTURAL DRAWINGS . It STm SECTION i SEE STRUCTURAL DRAWNGS 05310 A: MESIAL ROOF DEXX - SEE: STRUCTURAL DRAWINGS. Oa=33 k mEXAL b-It0S - � 4-RUCTURAL. FM GAUGE, SZE ANO SPACING 05500 D: 1- Lam" STEEL PIPE iHO RAIL, NOT -DIP GALVAMM. I F: 12 GA. METAL PAN 'STABR MATH 2" CONCRETE FILL. G: -MCIO X 9.4 STR*tGE3'L DI VISOPt t9 06100 A: 3/� BXTFRIOR MADE PLYWOOD. • . . 8: 2X4 CONTINUOUS P.L 1NDOD BLOOXINiG ' G 2X WOOD S O'1. ING . D: BLOCKING. AS REQUIRED• • V_ t/2" OCTERIOR GRADE PLYAiOOOD. . i S: CONT. '2X P.T. WOOD BLOCKING ' .' •+ - T . - . . t 7' 1 . DIVISION 7 - . p - . . . 07200 A: IR -11 BATT �UTiON FOE. FA=. - • .. 8: #IRE S*Via . C: 3/4`' i =' DaitUDED POLYS' YPOIE INSULATION. _ i - 't _11 , 07241 � EXTERIOR 7NSULATlON AM 3•iNLSH SYST�IIt (Ei-P.5 i f l . • mTH � ,TDF r Rim *isuLATiOti. LNCREASE - �M•4,pC� N��S�5 OF 04SULAYM AS SOWN .OR DUAUM (r k ' , . 07512 A:--"_YIMECI .`A'ff C D 4E.P.D.M. tN WG® ' ' { - OISUlATiON ixi 'iIiETAi. XIEC C.� V , ''. - . • . _ - "• T .%iE+D hsE $ASE'>8.i19BhtG QNFR yi"•CCltI7 P.T. MI�Oo ti I �?: r •' 1rAP1T i Ai�E 't_ ti • , j a - s '''���-��� ` • . , D: T71PQt� - SiRP ► PARAPET SHOWN pi C . �' _. . . ROOF f t.AN AM "J0 HOLD VALLEY AWAY. ° . •_ , v . ,FROM P EUO"O Ah�7.3 V*3M RED 11 O ' ! - tfU tM CATS AGADW ROOF to OPE � �, „ �# - � 2nd FLOOR Ec fit •>'�tT�3tlt $ � " y. + ' ..'�--� � �,`t, • ELEV. rj,a c tn' F. - ATIOi SAIF � ALANT JWD wAi> L.opc 1 _ > j (��q:; �R+ /=`�f '4. ' .I .i;. �.`,� _' TTPy� 1.f1 •C. I _ _ ( jt'�! 1 t`. ir�T :4y,•+. "'� 'Y' > :i f r l _ l .1 _ ^' ' ii���VV//)) , ^iii � v.. 07600 A. � FETAL i` ER t7_iwS1mr. u-3 I • ,,,� z � a g3a' CONT@�t.4= &lff _ ftE=VFR,t"_ PIECE i TSTETti). t . �- - ti'' • " � .,., r • 8: "tE INISHfD METAL''WTiER -• SIRE AS JN070. � • c'' i� C PRE3WSiHED •METAL BOUT - SIZE AS NOTED. 5 a• ,., .. 1 1�I I�I-iI�I�C IVB. VI` E_ . .. � ,.1t ;`: 4.2 D: •CIONaTM0US WETAL FLASiING'f�+T!j �D W. ME16L ' ;� ,e ; •'-�i i+►�. t L.. ; 1"�s• 'X tr .ca ;u-s,�..: t. ,� s Y ?r k' .r } ^ i, �S I` F. ,fi t' E A T • E. i>AEiAL+ iG 'SRT H CMTiKii= CLEAT AT :4 - ����,J � � y , 7. r i r ,4RONT AIW 70" x ITS +� - t��' tl_ �•-D" " 1 `T0 �A�aTt t 114'301 iY Et 5. T1s ;: �•Y �,, : , i •" r • ,t . r \ _ _" •r ' t "a ." -4i 1 •:,i.. t - . % . •'a ``Y tit ' `,L,Y 07900 J4: COtiTT3iti0LiS SBiGLE DO1:7IfYAX3t11.1C SFJILIWT ��; �- " , SG .1AULT1-CAMPOr16lT t�N RG POL.YIZREiHA 4E SQiLJWT ON 4J���yf�/)� . __ a-� 6 . f �B�OpN■D��6;tE�AK�YE�R�'TA�t�� CCN, fDAM BACKER ROD. „ ., , � � i' ` , _ _ , Y. W.',+,.�11R, wAii t • Yi.GJ,•:, r �` .- a v ' .r • . i . t', I, l :1 �` i '$ t Y 32'-011 / t2'-011 (} D�•..an+l� 1 Y : i'_S t �.' i< Y k s r t • ,rtr4 +k,t -*4 Y s - \ r . r ,, Tv"2 . \ 'l . •s •i �Z rr- �`� ' '"`� t• 1' fir'- /� .4' T: t t. _ 08110 A. ;'a'',"� wr, ti_ ,i+ I { �h <~t r ; s �i t r� 6'-7 1/4" I 8'- 2 3/4" E. `.E+ wwMttt�i 3 } t T 'r -,�r�^ >. t Wit': } . rt T' . I I o�41D _ .1,• • F'+i't' •'..� Y70r- . r.,u �; , r • i "• _ i• ,t �,r;Y , } A .'T01�tTSYb'7EIli. >mUAL"iD T S t KAVfi� 1800 WALL-'UT14 XIIIINAR PAINT •FiPil$Ii, , , r ' , I I r7 • ' t z• :r '.': '++�' a• - it •i �,,. . •t s • `tt,'t i - nA I EQ r I • , 0 '� 'SAATED .gMX;tiT 3iF1tT; . DITB, OAFS � 712WG . r , ` ' 'v' ) �.,, : r : , EQL1� -. ; r - - - w•° •iU '8E :.{/tet'.': '7GT7 Vis,ii'i t�sj'i1./'�J�.7 •I,eu J ;t ° t `' " •• r - • 12" O.D. STEEL BOLLARD- �.'� !.lolff WATY MOAT ACE `' ` � - � 41, rs�, _ . _ y _ : r? _ _ _ SEE DETAIL XXj X r 3NSOAM 'S7 LIGIHT . TMJ SE .2 LA /16" 1 x t'W �: `,� . , -_ t' i :(Ii.S.'Lxi:AR tXA5S.1TdTii .060".PVB d1$RIA�fE1 . - =t r' + 1 _e. _ ? :. I Pt�DE vS r , 4w SPACE -uNrT moT.ID �D �4o . . ' T ,3 " • a _ _. ,i 11 • SY. MAX- 7AREA ATE WTH SKYUGI LT #LFR• � � � � ' {-.x � .� �`--� - ' �; R O ! : ,4 t'/�4�"•��J EA�TyYr� ( NG ��(y(HS..)r }��J�SS WTH L K)w - ' ` T : ` _ , , - ' l - . , • •'�.A17.771Ti -'VW1T7I - Y� )E WWACE. ' : - rf '�, ft lrt"T L t. - •F - a . 1' . I e ,F 1 i .', i % y�r�r� r . • j _w -_ . - I ' x@250 A: 5f8" V*CK H:xT. GRADE 'CYPSUM BOARD.` -,r - '� AVENUE ` . r • - /8" STUDS ,24` 0'F• AS itiOIC.±1TEq ?A: 163 -OREGI . B. 5� . alc>=r... t , a, t S�ANFC3RD• FV 32771 - • - I - T° i c _ - - - -- - - - - - - - 1 EXPO AGGREGATE CONCRETE ariETaL mar ° ♦ .• , _ • t - - _ W/ CR SHE GRANITE AGGREGA G �' \ ti`_ ,- 1 sem,. i i ,� _ ; j . IC: T-1fr lliETAL STUN. 2'S j. a.f 1 �- t•, • V - 7 t`',;, R51'-6" - - t C,I+ _ _ ` t - 09251 A �/.� -t". ,y7 -1pt�..p.�� • , a `"' 1j^ t. LINE OF CORNICE ABOVE _ '� - '� i • - - y � n � ,.,• .. .,_ i ,,,. r,; '=: ' i • _ 1 • } ,+ ` _ - _ ` - .moi , . - }. 1 y .�••-a• .0 r 1 _ r . i .,, , r. ,.,-; BROOM FINISH CONCRETE • `.1 • ` -: N W :S .'` i TINE OF i I 'r YVj SCORED T>�INTS AS. I LANDSCAPING- i_ F �•. ' LI E OF AL1 ABOVE _ ti �- 4.3 SOFFIT ! �,. , `� SHOWN I N.I.C. ''n _' , s y r , L �� y b _ ABOVE � ... : - ti w t t a= ~ STOREFRONT . . � r" ti: `; 1 x� ,'.. / .• `-ti I �-?, `"ice. I , / j - _ ! •` • • 2 •: . � - 4 4" X 8" }( 8" (NOM.) b , .1 / . ' _ - - f \ - - ' SP1! T FACE 5QC)RED •� . - • • ' ._ , I _ , w �, u __--- -____ - - � �•,�� - - ' ., .• ' / _ _ - - _ - - .i ,`.-.`•, •.yr• ' � \ \ \ r. •rr - ! " 2 CMU 7U\Ei R- SEE �I" :� _ .� y - ,,.• sr �•,• ,t.•., .t, '`ab. / / _ .� _� ./ \ + + . L�A4.Z - � _ � - _ - ''S tn.- •T t y _ �, yy���{ ,}�vJ/ ttiM- / i '� „ • -'* • - �. •.;, / •,� - j - 1' .. •QD T _ ,• „ w �• fes. S .r , _ ;. ,. _ YVi{ cI�..L 4 6",,,,'v'•. . '+' 4• .rt.. �� �. - i , •fr}, 1.. - C •' s , 't 'x :w _ '•-•-.+' O� ..•t sd;. , ,� .0 ,!� / _ - •� - I•� I _ .. •�-- _ w _ - ,.�. y<!•'a t _ - ,,os ,�• «Y. o •t.. ,j,'•,,` i"t•.�. �,^i• �. • / - i - ___._-. _- - - _ - -_•_' . ,t - '� " t1•�' Y- i �' 1 z 7 Y _:Y < z:Y _ - Z. �,�_` G ' + . - t i s ' 7• � �y /� .`s ,,,. °>. . .: _ A syr ' # ..:•: �• . • `..T' . i .a l �i ��+ y _ ;': tel• -� \. T, l• YfP�.• -••$ VZ t. �o '� •:L 'aim , -s'�• ri-. ..d'Tw `E. % •...2�r�t �� a'k ^-it.' k • Til wr t G 4 '* - _ i - :.iSdY' .�,r 07243- A - _ �' 07241-A _ r , r �- . r - `` . i'.. - t`,* ." ^' t' , Kt �'• " r - _ -`w.-1 i,' 'i'.. ' k< S T 4 ` `: rri / - - --- - - - Fs -- __ _ x F T% / ` �- ...-.. _ _...- _--....---.__.--. .. _-.�_ \ / , y 7,'. Y.- A� fit+ ` YV.. `a\ r• `� ♦ w%L •,� �"`}. 1w. i-•. / -- ` J Il y rv� 1` '�+-� } ter _' _ - _-_--_-__ - �._._ - - -_. - tet'+ , 3w _ -a. }..r -•A �t 1 :: 4 r \ +Y C.. '. s...p i J ,� {' j .. - t W `x t .. 7 I .+ t .:. F. i. / - - "may d.. t I • - P _ - _ •'t• a 1 t 6 t . t rs .t . t _ .-ti ,- r , • . • y.r N / -- --_..... _--- - -_ . I 1 _ . . - `t _ ` - ,y l ii • ` a r ^ s. , Ay,,,. -�w. / ;�------- _ -- - - -- - - - -- T Slt TUBE COLUMN- k ,, - "T J � o a, d \ - i [V L ANDSCAPING- N.I.C. 4"X8"XS"(NOM.) SPLIT FACE SCORED CMU VENEER- SEE P- 2E 2/A4.2 7 12'- 7 1 /2" 6'- 4" - -1 135°-0' 16'- 7 1 3 t- 011 � 12'- 9 1 /4" E:1 \ 12'- 8" 13'- B" { `� - 2 :d- i . -� 2 � DIM. TO FACE ;n '`� ,a. 0 F MULLION I DIM. TO C/L ' iv I OF MULLION co I � I � DIM. TO FACE ' ca OF MULLION `n 1 2 . i 2 L.V t - E 3'-7 1/2" 2'-11 5/8" 3'-4" 6'-1 1/2" 2'-1 7/8" 2'-1" , It .r r': �i l : 14'- 41 t I DIM. TO FACE NOTE DiMENSiONS OF MULLiOK rye" `, SIMILAR OPPOSITE 3 Y; ' HAND V E S T 1 8 U L E t . P , '� 3 STOREFRONT DIMENSION 11-``�.; KEYNOTE LEGEND 5 1 4, 4• 1 Specification Note j TSection , Designation ' `� OOOOO. A Drawing o Keynote PROVIDE 1/2" EXT. GRADE PLYWOOD OVER DrASICIN2 MT- STUDS AT AREA SHOWN FOR SIGN 'ATTACHMENT. MECH. ATTACH E.I.F.S. THIS AREA. z 02514 A: 4" CONCRETE WOEWALK ON COMPACTED FiLL WITH 6 X 6, 10/10 wwr. SCORE MINIMUM OF 5' O.C. EACH WAY _ OR AS SHOWN ON PLANS. PROVIDE 1/2" THICK CONT. 1 EXPAKSION "NT MATERIAL AT ALL VERTICAL - ABUTUENM AT STOREFRONT AND 20'-0" O.C. SEE UNE OF MAIN BUILDING ROOF R�N LL LEVELING SEALANT (�2-P' EXPANSION BEYOND UNE OF ROOF AT .IaNT EN TR AN CE Di ASTON 3 — — — 03310 A: 4" OOMiCRETE SLAB OVER 6 /TITLE VAPOR BARRIER OVER .� � 8- POROUS FILL SEE STRUCTURAL DRAWINGS, 77 I I I at C'ONCR£TE SLAB AND BEAM CONStRUCTM - SEE STRUCTURAL M: CONCRETE COLUMN - SEE STitt1CTLF2AL_ � 04200 A: U -BL cK BOND BEAM - SEE STRUCTURAL [kf 1 B: D'• x 8" (KOM•) SPLiT FA® SCORED 4!* WU. W t ( ) CONCRETE MASONRY UNIT LAIDcc IN A RUNNNIG BOND PATTERN. `C f _ D PLASTIC MASONRY FLASHING. WEEP HOLES AT 24" 0 O Q 0.G. T1'P►CAL. NOW.)PRo%iDEC PEA ID AVELIN WHERE SttO ND �-- LLi I F. �•` x a" x t'e•• (NOM.) arra LAID IN A RUNNING BONG L• t2" XIr X Mr (NOM.) CMU LAiD IN A RUNNING BONDbi PATTERN_ Q 04400 A. 1-1/4" PausHED GRANITE VENEER OVER v, MASONRY o f 1" t VEE JOINT 8' 3/4- POLtSHED BACK- GRANITE 1044E L— ——1,�2'VEE JOINT TYPICAL— — — — — — — -- — — — — -- — — — — — -� — — — — — — --� C: 3/a8" POL15FiED GRANITE TILE. "— — — - Drv%S* tt 5 05120 A. STEEL BEALL SEE STRttCTURAL DRAWINGS. iD B: CONT. STEEL ANGLE SEE ISfRUCTURAL DRAWINGS, J i a STEEL COLMMN. SEE STRUCTURAL DRAWINGS_ 0: STEEL C ANNA_ SEE STRUCTURAL DRAWINGS. K: STM ANGLE - SEE STRUCTURAL. DRAWINGS. X X X ¢ 05; 00 G mss=, SFcZS - SEE SiRL1cTt 1cc:tL FOR GAUGE si F @ I SPACING, t1i N DrASION 6 06100 A: 3/4" EXTEIa0R GRADE PLYWOOD. 5 K. B: 2X4 COnERIOR GRADE ONTi AMS P.T. MOOD BLOCKING. a Sim. 07600-E 1/2" WE JOINT TYPICAL �j f q; 1 . P. �-BLDCKNG i i S CONT. 2 X P.T. `WOW BLACKING. d t" 2 1/2" REVEAL cv 07241-A + 7 07200 A- R-1Ii BATT @tS LATION Fall. >rACECL I N C: 3/4" fb= ELTRDED UPOLYST`tRENE I 10N.• AT D: I- Ti}*M (NOL R-YAUX - 3r2.) R= PFRNETER UtSUA_ATIOPL EXTEXD 24" MIN. HORQXWTALLY FROM i 07421-A EDGE OF SLAB• 07421-A 08410-H I �. SIM. 07241 A. ExTt� a t' a INCREASE IWCKNESS OF WSULATION AS SHOW DR DETAILED ` .a (r TYPICAL 3 - ; I Et EXTERM 1NSULATMON AND fliN!.SH SYSTBd '— ' I N _ i�-F-�- i 07420 A 4 MM PRERINISHM AWCOBOND WETAi_ PANELS 00 I E - .07512 A: SINGLE—PLY LELtAMCAtlY ATTA CYi� EP. ldON RDX N \ �► � eti51�.ATiOK SCREW ,P1TTAa•EED TO titEiAL � OEM > • EL 14EOPRENE BASE FLASHING OVER 4' 'CONT. P.T. WOOD _ C*4 c E .PP.D-M- MEMBRANE FT. t►C% f t t I! F. TERIIiNIAIIOt+I SJIR WITH LAP SEALANT ./iAPD WATFRBiAaC f : E { I t i F I i f i - •�r 1 i a i 1 1 I - SEAL„ , f { F i - - 1 .r v~ - E t — I i k f i ! I t• 07 TIER \ 6tZE- �lS 8O0 B: � YETAL GU tIBO - - TED. --r V! TAPERED - Sim. i i I I - i i I E # # I I KETAL O±T -SIZE AS �� PROVIDE A ERED ! ! = - rte, 5-Y t _ + E --- - •i PRo1rtDE sPLASI•t E3LDtr1C. , � Wit= 1N5ULATlON SLOPE ! Y OR t?P t i .iC' ri , 1 I E PRFFOR11iID iBETAL L'OP1NG WITH CONTtIlIL10LJS •t:LF�hT AT °' - A •' •t' 1 t I t lJt. TO ROOF •DRAIN ! _ t # } FRONT PLATES >Il7 AND 6"' SPLICE PLJI tJ�tIITS. PROVIDE ,- 1 i i i - t I L Z t i t t { i - t FTAtiSH .S. - 3D OIIJ4tTa'{ MASONRY E..I� - 1 1 AS - 07512 07600-E - ' ( i i I t 1 iBY AFXKMWT. _ O M r ,- t I - t •t • { f { 1 { I 4 1 f � ft( dUL T Nom-SACPOI-YLREA' E SEAL—ANT .A �T �t0760C Y ?� f •'n - 1 j 7 F 1y i! t 1 I+ fi #i 4 F: 1/2- EXPANSION JOINT mAE Al .t jSLOPE $OMD BREAKER TAPE ON SACKERzOD. lilt- It?t «rr rQ: r . COMPRESSIBLE .POINT i9LLERa �• -( - .a ' 7 i stM. ` . os4 �: UN . � - 1D : •ALs>1+Al�c ,� �p1APF•RED t�LASS DSR. .J t`• _ - .-. a Y. ` / <.` - - ii.• �iy�J�\�p � t '• ALLJ.}JtN`I(ij" STOREFRONT � WTH - `V S.' X ,�•.. _• __Cf 'J,t•Y •- `'�- .. '_ x- a •' • ''arm r - ' _ - ` iia♦/G�i�V/'a\t\�I-7�♦�yfpl,�r�ii `Y,.il�•ya y.�.��•ta�-i.� 1_ a' .T tt . O. t-'® , r`•, • is O.D60 F7fWaiL7iGaM. SV RlaiLi'7 Sl• ri _ F •t t14:. 02 ENTRANCE O® _ f 1tdTHVr X 7 PAWT ALLIWNUM STI7R :Wa nUMlJ G t np•��/a i�1--� g� FULL � ��r+a ' r' .. ' i I l ' l • ` - V6t 110 A. U SET it FULL ED 1' • _ � • • LVL. t1•�IDI,.fl .. 9F SEALANT AT r�� �\• • t, ; ' - "" _`,� �� 4 . x t 05120- I .. C-4 1 . ! - 1 k.-+. _ Y . tva+rt*"'7t - ,-k% f - 6 ?.• ;i.. - t t N '"i'a i a Oi88OO C _ tf 4 WEAT �S/♦iRENG / (H.S..)y �G�LASa�S'1A6TH i�Y ATING N INSIX LAMINATFD "1R/OT GUARD- idlJ15S ON �IBOARp �iGFiT.} i 2 - 3" iNDiCATEF? WTHDOT ON Ta E1fVAT10NSi PROVIDE 311 -6- `; r SIGNAGE Nl a, COORDINATE RAIN LEADER SEE PLUMStNG CONNECTION LO TiON WTI t I - OMO Ei. Is-'5ji' MET/4i STUDS �4" O C. A5 iPdDtCATED. 2D • C :Sf8" EXT Gum ow. �. CEILIAIG ON '�T SIGNAGE CONTRA TOR _ ------------ --- - - _ ,' ` .. = l oN ! _ 'i - ��-'�— '�``�-- - - - __--_ t- -- !I1 M - rn- V • :. - a fD.: 2 - 9`11 -SUM SlM ATTIC A !ae iill ry}tuETAL FuRfzNG- u ' iAhrEL.% 25 cAGF- STEEL CUBE L�rD/STUDS AT Vr C.C., 25 GAGE �f�t4EY MU &L ALWOlW4GUE�M 8ElOhSYSTEIM •FAINT TO MATCH GW. BD.COLUMN t 4 : _ 1 p - WORK POINT QJ123i A. ;/rt" GYPStSY StiEAT}tMG (EXTERIOR GRADE} WITH UNE OF PARAPET I I GLASS FIBER rRnNFORc® aADantc. PR IECT ADDRESS j AT HIGH WALL - 095W A. GLASS FIBER F'OLVES'TER SHAPE WTH i y rpi�U( SPACE > I I ,: "PR>xAs-r FTtdJS� SHAPE AS sfOilltti. � OREGON AWN JCVtLtE i UNE OF ! I '� '� r _ _ t _ r :SANFORD, � 3{2�i 1 SEAL -ALL PENETRATION S - { ) - r STEPPED SOFFIT 5►_si1 °- t• .`t -t r a T'0 EXTERiC3R ' fRTIGHT. r ! ABOVE ti 10200 A: Phi EXTI LMEFD UNUM 'LOUVER ti ! t SPECS: S� St�i�£ FOR SIZE AL1 �t ATE#2tALS MU ' i�EET f t W200 B: PREF NMHE3% FABRICATED � MMAlU10N. � � ' CODE REQUIREMENTS -7OR :a I j _ SUWAC€ APPLIED. PLENUM 1JSE.00l - i R36' -O" %25W A 'FLOOR NAT AND FRAME. t=.,.� W ! 1 _ • DCASM lY7 t i { f iW// NW.Ai LR1/'ii74 '� � LN\/1ANtW - qtr _ Y ♦ "� � ^t _ �•• '. cv t t1.`b` , i�, ' '•2 - - _ .. � ` �� � / � 't. -_ _ ,. - •yL• P 'Y 'da ,red t -q -i 2�Y'.•.�w, i - , r asa. .. ,t• t �} _ i { j 1 � - —._ "-\'"' t' -s � - t'Ytyr':• ,3•`- :'-°+ w . t_,,� I _ DIVISION w 1 J1 ••t•' `z ` r'4 BEAM X77 }� .� t �EMM a7 1 L. I .trr••,, t f J .w �` • ,a, ' • 4. r f =1 .. _. '1 •st -' i, -1�a - -i^i`` N. _ _ .I - - S - _"'� -L.aY .C•._. . V '� c -•\. +`•tai. t - { ( - , - / �.`- .. r,j - o ti w 1. - . �. - - •.t- zit:- "?" a-- .- 7- :—_ : s�`e:, SEE SR TUC T. ,, - r: t ��.�t�i�.�� - • - - ii 'ro - C-' 18.500 A ,•1ItAf1 tiE� i3QtTWG FlXTtSRES. •SEE+ I!a a 1'• _ 1 Va F ti' , aiv `• 4 Y �alutalrtos. - e F 1 A t ` - y 't K - �•�� i I 1 , Ay j iiYR� . ifTV_ !R '$ . DRA - .,'• J♦LLaG•J♦�JJ a=�LL•i=•a/ttVar••/♦L it,LYai •�i' `Y 1• ����ttit� 5 -. f / -a 'i• 1N.''''ttMiANA TtOFt Q" �r�,, i0.i..V vVItRaGL. TYPE t -L •rJ, 1+� GNAGE ! � 1 41�. afa I r ti .ala:' Y Tt r / JJJ/J/1 t •; • } ' • _ - I _ 1 _ - i -ita 'a: lY" - 'f" C��Lt �ai /�/•�at� �/�[�y� �/► CLQ q- ':'`:J :�'� "•ir �.,:...M 3 a. w'a`1y>,i r. -:fir^••. 'Ii�J1fa..�ir7,7t/�♦ a ACRn= A-�Mf�. . J. Y _'u`t a e ' l/ •,( tf.f•. N' :> .. .y.• ii `t- l N `i Y .fir L • r �F .re. , ( x _ s r r ,> •Ta" Y' - ! iA' i :c 7 7 i. . Ir - r`1 c I .Lr a t fit t , NROLL--DOWN .3 E � - - • i 4- a f / ,Y' - C -ly .. 3 - - . f ' , -}, y I T • it .' F" ` --AG'•,.t15.,• '-. �•-, . •, ;a. ::iia. ti ^I ~'i 6 a iYi tr ETAL DOOR I _-.,•.'� - - `! •- � ..r r' t 250— --. \ j/ ♦ ... �•, ♦,�" - i : 'tiµ. 0 is , t _ < r 4 = dtr• _ 3 f xG ;� • 't a i 'tY•-. e ,t ' 1 ' f '.t, ►+• - '7x', t � • w , _ =s s3 •s =. Y_ �. } SEE 1-1008 LAN P , , I•� a•1'�t.L. POR INTERIOR .. ,� L ` r- . r' . , J: f .ya.. ti. S i- �•.r.'' •e ,:`.";"a•••t +,�ir.. AND Ar. _ Y AREA LAYOUT THt rF a `x . t p�� AH YG 1 i _ `x" 7241 � ;:' f � � � :°' �` _ 0 � -�. .mit- ;; - �-` t,:. ♦ - ? -:Y, . ,r - Y ' .<,' . �' ' t. x }Vck•.a.. Javw ,ln,_ . "F . s r} :a MN STRU .�STEEL TUB( -,. of • _ YA A Y • K l .. ✓"t.' i. moi' L h'= tw- .• V 4 t , t• 1 1 i YS s. ! •'838 moi'. / rr i 4 P 0 46 MOTORiZED ROLL -DOWN+ 8 MTL STUD FRAMING METAL SLATDOORAT 16 O.C. DIAG. 1 - ►. ► - - :« ^ '., > Y < Na:�ac M i .. - BRACES AT 32 O.C. W D7241 - A - e.4 _ •(�- I �/ - ►... - ._ • - '. - to - r `r c'1 ,�• X `� 1 ' / �, i / / tca"� UG�i iw Rjam 7t - - ( f f / \ I� - `` _ \~•- - _ f 1 ''rh Y`l ��,.y'a••.SV '�r;cr, .+,,, y-€ sf3 4 !.. S _ _ I \ / {{ L 7 _ - ' �. . , _I i __ \ • , Y f.t ✓�; s 1. - V' ♦ y^ro? +•r.'7)I•.. ? e : t.. #t "L:'L,�S+w ti•ir'3.° `t •EE ,.ECT. 831 ♦ \ .•1 _ a a,, ,.,. ,..', h ... ,,, �-� .,�F- . cs, i j}r E t r`. ti a. - _ , _ a + -t x vL • -. 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Drawinq NE ZA !�Wtqy= _YP. DETAIL Des�gna6an :Z" CONTR�'.' -LE BY! -ALL!:I�, -FINISHED METAL ANa IN, X D;' U �7' PRE GE ;,T Q, ING SEE T ;Z�u �_j _S 7- Gma� I;,: % PRE -FINISHED METAL 2_1 Ke)flote EXTEND EPDM PARAPET A prAT COPING SEE TYP. DETAIL FLASHING VF_R ENTIRE or_ h7, %,k,_ �d �a'.VV COPING SUBSTRATE ZT, k., I L E:PDM FLASHING OVER CM WATE RRIM""" 4 Al U 12 'A N - I T L �J, 4�, 21 t- Ua SE 6"STUD LAPPED OVER -,SLAe-'6 8" S TU D CO EPDM FLASH LAPPED- OVER EXP. JT. FLASHING Z Mu"ULD ING DETAIL 'jT. Dr" EAU V.., I L 0 cc _f�x A- C, - A, N TI t -:5 q, .4 0 EXP. JOINT FLASHING EXP. JOINT FLASHING Cr ZL ROLL: DOYM DOOR, BY MALL G.C. BY MAH G.C. '71 .4 0 Lt - Z �4? Z V� Q!44 oo, it EXIIS ------- Cr�]UNG:.CONSTIL_, t-, -7 �V HALF ROUND 0 iR -7 :7 f D P 01 N TS q,� a2 MALL PARAPET MALL PARAPET V "91 t CONST. N.I.C. CONST. N.I.C. > -7 C CONC. COLUUN L �GIT,,.. 80� OW to V 21 _0% GA.�� STUD, -'A , .- . - - : . I I . . 3/4" EX T. 1. lot Z1,4: Li CONG, COW REVEAL_':�, SEE' GRADE PLYWD. LR�_-�v S!t 7 NA N t j % It . ME, V PRO uuuKu,. =IQNG, FO� SA 3E STONF_ STL POST BEYOND W 'g ATTACHMEN I 7. To', - SEE STRUCT. 4 i Nc 11 t, _v . L 4 -d I M"'Ll p-mes �Akj v W 1211 4- u PARTY WALL COPHN'G "ETA I L Al "4 "01%,-- 7 "N SECTiO' D"AIL COLU" PARTY WALL COPING DETAIL Zoe 1/2�- V- 0" N ��_ �5 -7 1.- 0.' REKESSED DOOR GUIDES & STL 4% 57 1 1/2"=V-0" 1 1/2" C1 MOnD-r 'In I MM" 0%.' r)nn0' ki A K111C I _OOR A. INST.ALLZ�. NCHQR, TO R AiNb�-- STkUCTURF_' DE -TAIL, _t7 L'p- qL 4 y t 4� ul -Ilk �7j t MAU:- CEUNG:'CONS Z -:F- 7!,7 �4 -f �L,-, t 17*�' -Z- 7 -r (T-yp) 'L ou POP 47 L < u r 7 i -7 Z,� �N 7.7-7777 Ilk COLUMN COVER: CUSTOM WOOD VENEER OVER 3/4" PLYWOOD W1 MATCHING < 4A SPECIES HARDWOOD TRIM AT TOP. 7 1 4 77 T' 4, 1106 �v -rl- 0 RECESSED DOOR GUIDES 14� N- 4, C BEYOND (TYP) . . . . . . . . . . . . . cy, "7z - ING (DOOR WID 0' 2 0.. 11.1'" 0' CLEAR OPEN 2 -0" CLEAR OPENING (DOOR NDTH) IV -0" CLEAR OPENING (DOOR WIDTH) T 30� 21L_ (x 1, - C. -J. -t V t. STONE BASE /109 MATCH FLOOR T11 F UPPER LEVEL 1/2" GYP. E3D. All V X 1/2" REVEALS 07 MITERED AT CORNERS. PAINT W/ z 4. C14 ZOLATONE TYPE PAINT AS SELECTED r BY PARISIAN POP -OUT TYP) _J No C14 _J I-: 08 /08,\ SIGNAGE BY PARISIAN COORDINATE POWER All T__ L ELECTRICAL WOOD COLUMN COVER BY P.F.C. 50.50* Wool LOWER I EVEL LIN OF MASONRY OPENING ST- 2 ROLL DOWN METAL DOOR TYF-. eon4 LEVELS oftems Hatcher Architects, inc. cbp\qlaht -494 Crawford 140 & A ELEVATION AT MALL EN 1/2- � 1 '- 0" 01 TRANCES PAINTED WOOD MOULDING BY QC, MALL COILING CONISTRUCTIION (N.I.a) ROLL DOWIN ALUMINUM GRII I E (AT CENTER OPENINGS ONLY) NTH ACRYLIC INSERTS. ROLL DOWN ALUMINUM GRII I E TYR. B 0 TH LEVELS 56'-0- MALL W4DTH (TYP. BOTH LEVELS) I V HALF ROUND ROLL DOWN METAL DOOR ill TYP 0 P) 0 0 I 02.5 14 A. V C0NCRE`TE SCEWALX ON COMPACTED FE -I WTH 6 X --------- 6. 10/10 WW. SCORE Mill-QUUM OF 5' 0-a EACH wAY OR AS SHOW ON PLANS. PR0\1DE 1/^?' 12� CONT E)T-&kS1a,kI JOINT UATE1;_4AL AT ALL VMTTCAL A&FII&NTS, AT sTI�DNr Axo 2cr-a- ma sm EXTEND EPDM PARAPET PRO%AM TRA�MC BEARIXG FLASHING OVER EN17IRE IT 2�PAR AT ALL EXPAliSICK COPING SUBSTRATE 0-) 0,�3 10 A- V CONCRETEE SLAB OVEFI 6 WL VAPOR SA-JandER OVER r PORIOUS FILL. SEC STRUCTURAL DRAW04;& P� N PLACE CONCRETE FOOTINQ SM 10" STL. CHNL. SEE STRUCT. SIRLICTURAL DRAUNGS. lk CONO;ZETE S-48 AND KAM CONSTWCTICuit - SM STRUCTLIRAI.- K% CONCRETE RCTALMING WALL - SEE STRUCMRAL ry U., N - az STI'?UCTURAL Ld ry N: I/r EXP. JaNT UATMAL m DCYtSM 4 => o-42oa A: U -M= BOND BEAU - SEE STRLI=RA'- r B: 8- X 6- (NOLL SPI -IT FACED SC� 4- Mu -J lo-_ C.- &* X &* X 16' (NO�L) CONCRETE MASONRY UNIT LAID' p IN A RUNNING B000 PATTERN. I I LL -1 D- PLkSTIC MASONRY FLASHLAiG. WEEP HOLES AT 24�* C. T'r`PfCAL PEA CRAWL V*IEFIZE SHOW4 C/o) E: e' X &* X IGr (NOU-) CUU LAID IN A RL�-NG BOND PATTERN. F* MASONRY -VIEE� TIES AT 151 aa VERT. AT EA. STUD Gt HORZONTAL JKWT REINFORCING 161 O.Clo %1L -RT. To UND E: OF SLAB ABO%E - 2 HOUR RATEB. EQUAL TO UL DESGN &906 OR &gO_5 U I-- X Sol X 16- (NOU-) CW LAID IN A R_Sk*dNG GaItO PATTERN. Nz- LADDER TYPE HORIZONTAL JOINT REL%FCRb=4G 0 16' = VERTICAL - 04201 A: CWJT SOLID FROW FOOTING TO FLOOR %-AS a.EyAnoN. M� 5 3 \,,4.5j 05120 A. STEEL BEALL SEE STRUCTURAL DRAWINCEL & MKT. STEP- ANCLE. SEC STRUCTURAL CRAWNG-S D: STEEL CRANNa- SEE STRUCTURAL DRAUMICS. E., Ca X IL5 STEEL CHANNEL 97.83' F: YERTICAL SUP CONNECTION- SEE STRUC7.1RAL 07600 --- E DFLAZ64GS H� STIM TIJBE SECTION - SEE STRUCTURAL DRAMNG& ADJ. 6" STUD. ALLIGN STUDS AVERAGE ROOF SIPACII�G_ TO FLU SH PLYWO. M TH 12" R— VALUE: 055M Q I- I/Z- STEEL POST. CMU PARAPET WIDTH BEYOOD .19.58 D: llm- 1/7- STEEL PLF-E HANDRAIL, HOT- DP GALVAMZED. C. L6 r 2 x 5/& R 12 GA. METAL PAN STAIR UTH 22' CONCRETE RLL_ CA 95.33' 05120— D, G: MCIa X 9.4 STRINGER- T.O.M. H:- UCS X &Z HEADM lk LS X 3 x 3/& 0,4 9 4.50' 06 100-- A T.O.P. MALL EXP. JT. CC - 06100 At 3/-iV' EXTERIOR GRADE PLYW000. B Y M ALL G, C. 8: 2X4 CONTINUOUS P.T. WOOD BLOCIUNQ K-_ 1/r OCTMOR GRADE PLYWOOD. MAH ROOF PARISIAN Dr*SM 7 CONSTRUCT10N 0512G— H ROOF RIDGE 07130 At. VULTEX WATERPROO�G UEUSRANF- L= 0-540�'A Ek WATERSTOP- RX -102 3/8- X 3/4" 13Y AMIMCAN COLL= CO. C: W--TERSTOP- RX -101 3/4- X r BY 07512— B ALOZICANI COLLOID CO. Lq CL VaLCLAY HYDROSAR TUBE 07512— A F_ kCLCLAY I BaTOSEAL 07200— B 07WO A: izn eATr INSRATION FOL FACE31. R FUZE SkFING 06100—A Q 31V RIGIC 0MZUDIED Pa_YSTYIZENE INSULATION. 11: r- U-6CK (UD -L R- VALUE - 3_2 MW PG== VARIES WS-FLATION. EXTEND 24P' UIN_ HORIZONTALLY FROU T.O.S EDGE OF SLAS. 88.00' IVIN- 0724.1 k EXTERIOR N_ -,"TION AND FINISH SYSTE1& (ElF.S.) TO 90.00' N.-A)C WIH kftkVU OF 11" RtG:D 1N& -Q -A=K. V4CREASE gig TIAX3CiESS OF tN&.LA'nCN AS SHOWN aZ DUAILM lo� -S 1/2!4 L ILAYER GY?.BD. (z lq_� ON MTL STIUD FRAMING ELI ErIMOR Iltl� TIC�i ARD FINISH SYSIlemi I C-0; 20 SEAL '17IGHT TOr ROOF DECK SIm_ 075 t2 k SMaE-PLY UIECKAMCALLY ATTACHED E -P -DAL ON RIGID 05120-- A WSAATION SCREW ATTACHEM TO UETAL DECIC EXTEND 2- LAYERS 1/2!t GYP.80. TO ROOF LINE AND FIRE SAFING INSUL R: NEEPRENE BASE FLA-94ING OVER 4�` COkT_ P.T WOW CANT - C: E.PJIX USABRANE FLASHINQ Ek TAPERED, EDGE STRIP AT PARAPET A*O:ZE SHOW ON ROOF PLAN AND VdRERE RE=RM TO Ham vxixy A"Y FROU PERIAETER FLASHLNG AND MiERE FaDWRED M G-_ FCRU CFbCKE7S AGAW-ST ROOF SLOPF_ 15 POUNO ROOFING FELT GLASS FIBER RE324-FORCEIL Ue_rLt elet�WAYR-Z CWn1lrX= METAL RECEPAR (2 PIECE SrSTEW� E: PR'_'� METAL COPING NTH CCLSTUiLMS CLEAT AT r-ji FF49T AND &' SPUCE P"TES AT JaMM PROMOE 2C" DIA. CONC. FOCEIR TO MATCH MASONRY OR EI.F.S. AS D11ROCTIED COLUMN BEYONIQ BY ARCHITECT. 07V00 &- COkTIINUOUS SINGLE COUPONENT ACRYLIC SEALANT C: WUL11-COUPONENT NON -SAG POLYURE71-� SEALANT ON BONO BREAKER TAPE ON FOAM BACKER ROI1 0: FRE RESISTANT SEALANT OVER MINERAL FSM UNrx1_ATIOK. JOINT UATEIZZ19- It ;7 OINT FILLER. U FIRE RES�ANT SEALANT OVER W!NERAL FIBER DrASON 8 08110 & HOI-LOW METAL DOOR FRAUE. PROMIDE Ui-N-TWIJU 3 JAUS PROJECT ADWRESS CEIUNG - AR%NORS PER "S. SEE A 7.2- 0&330 A- 0%1ERHEA0 COLINC DOOF;L 183 OREGON AVENUE W4 10 A. AL.LMNUM AND TEI&PERED GLASS DOOR. SANFORD, FIL 32771 KYXAR PAINT FINI!%L T IN FULL BM OF SILA!_AIlIT AT eo �8 087 10 A. METAL THR�HCLD (SE EXTERICR DOORS1. OrASION a MALL 092W EL S/Er THICK EXT. GRADE CYPSLU BOARM TENANT D: 1/r THfCK GYP'SUIM BOARD. SPACE F- METAL '*,r TRIM. P- 3/4�- WVF_� UOLDtNG U00EL FDkk- 50- 7-5 BY FRY REMET CORP. 0: 11-r GYP. SO. CEILING ON DIRECT SUSPeltSION I;z T' REVEAL MOLDINC MODEL DRM- 50- IOG BY FRY REM -ET < CORIP. Q I" HALF ROUND S! Z- 112 METAL STUDS X 0 09251 A: I/Z- E)(TERIOR GRADE GYPSUM SHEAII� 2_N 0`05 �6 0 -I - - 51 NOTE: 09510 5: 2 X 4 LAY- IN ACOUSTICAL CEILINQ FOR FLOOR EXP. JT. COVER 0 FURNISHED BY MALL CC-. 09650 A- Fa"ER STAIR TREADS, LL_ COORDINATE SLAB BLOCK OUT DIMENSIONS NTH MALL G.C. 11160 A: 000( SEAL PADS. Ct) B: LOADING DOCK BUUPER. DIVISION 16 cr� MALL SECOND LL1 FLOOR CONST. 165W H: NEON LICHTING. SEE ELECTRICAL 17- z 033 10- J L -1i 68.00' L= UPPER LEVEL 2- LAYERS 1/2" GYP.BD. 09 ON MTL. STUD FRAMING 4. SEAL T1GHT TO ROOF DECK Z ER u� CEILING: SEE SHEET A7.1 Li 08 Su te 100 2101 Vcugnolio A�enue 4. BiMinyham, Alob(_rra 35205 BEYOND PAINTED 1/2" GYP. BID. ON 1 1/2" METAL FURRING OVER Revisions MASONRY PARISIAN' IN TER OR 1" HALF ROUND 2 /*0 6 0 NOTE: FOR FLOOR EXP. JT. COVER FURNISHED BY MALL G -C., COORDINATE SLAB BLOC:K OUr DIMENSIONS WITH MALi_ G.C. MALL SLAB A 0,3310- 071�� 5050, LOWER LEVEL ROLL DOWN METAL DOOR T YP. 8 0 TH LE VELS LINE OF VASGNRY OPENING 07130-- A I L 6" .% Ci`� SECTION AT MALL EN'TRANCE 4_57 1 1' - 0 Sheet T-itle MALL ENTRANCE SECTION, ELEVATIONS, AND DETAILS Project 4-88.00 Date 12/16/94 - Drawn MKL/PER (>ecke,d PES Sheet Seque-ice 16 of 65 total 4 io �r i Q # r Q O 1 1 i � t ^t 0 0 MM O N 00 0 x 0 —r _ _L -4 F � ' Y i i 1 _i _ -- ---�— - ' !—T--�-- i� I f i p © "-j 7171 ` �� f i Q ! i �Q + I "� { { i r jj t{ rLZ _ f Z-1. y _ t a ! I i i 't '-� f G �— QO ? 1 — . r { m } pp j , 1(0 , 3 1 ! I i I p�- I O - t 1 p O _ I ! ► { — — — '--' -- - -- i = 1 1 j - -- ! _ o I ° p ! _ _ --LJ 0 - - _F_ l , , 1 i a f O , - - i _ _ _ o a+ o 00 p t r, 4 t T._ t __ — -- - # —j i—Q O r_ J- 3Ff - ' t - - - - - . � f a 4 Q O { O 0 t rt, -r { i isAv. # f t T { _ _ y S t F F 1 p 1 p )— # 3 1 O HL i p p a ? I f._ ---;-- , T, --- - - t , t ._ _p__. i _� - o -- �m { # O O `t c O Q = Y f �� O , of i i t # I { i Qo; Op; Ooi { COQ @ co _. ____. _. _ " _ ___ I _. - -_. --. ; -- _. t _. _. _ _ - f , #� ;O� t �o; T, i_ :0) 1 . 11 i i 71 7T @ 0 �. 4 i a I - I # t 1 f o - F t - - I t F -i F ►- { i i 1 F _ UO U()I + @i , L3 - --- + 4__ 67 _ _ ,_._. : --f - f o o 1 _.f _ ____�__ –_. __g____.T __.. t' OoY. O ' _�_. _�'• E`- i i i ,{ O i_�_�-_ G Tr- i E i # t 4 i 1 U f 7 I i — i 1 � i 11 r p O 0 - I Ef - f # F 'r ° O I O O a O !_ -_ .. i - @ o - -� - : r # ; i f a i; oLl O# i Q O � f , : , i ! I Q O f # I `J I # I/ -- O O OO @ o -- - - KEY PLAN SPRINI,! ER SYMBOL DESCR I PT I E!N DEGREE QUAN. 6rendla SprinklerDUAN. Co. Oui32 ACCESSED CH, PENDENT 165' 304 Montgomery, Alabama IST P'LOOP OF-ILINA CLAN SYSTFLM 'A' PREEN & WHUE INC. _ -_ 9201 Boll Road SEMINOLE TOS CENTER Montgomery, Alabama 36116 SANFORD, FLORIDA (206) 272-2607 TOTAL SPRINKLERS TrIIS SHEET apt$ JAPR. DESIGN BY, KH DWN . BY , KH REV D P.i".(PEP) PUgreen H. Kenneth W711 to— TOTAL SPRINKLERS THIS JOB ICONT. SCALE 1/6=1-ODATE SHT, 4 O 1 � I I I �I uj vi I Xui I r 0 { I s @) wi�qlc_l _T__ U LI J T r - -�- I- — - - -- of I I 1 101 1 1 ID Pei Ii 0 f O O I 4 O O O 1 - -- - - - >- - --- ---- ---?� r - - - J -f -_ - f - c I- - 00 4 Q o ! I OU �— O_ 1 a o -- CO).I O U 1 -T o _ } 0 ! i I Q U 0 I# • 0 ` a li Ld t. I { V) i. 1 _ -- T --- - -- --- - ------ --- - - - --- - -'=T - �-----'— r_ -- _ —=—� �— -- ---- -- a IFF i 1Li00:1L O O i _ I - 33 I ; I ' -D O a• , } ire . 2 '— S t; i tai I � _ rs x 1 ,1 ":�t= ='_ ----`I --- - it • j • P---� I � � I — f; U i O I I , W O 0 _ # cl, LLJ� ' 0 0 ► T o c� - - f 0 I 1 11 1 I E t v I r i -- -- --- ---- _ ---—_ —---------- �� `t- 0 no 1 0•- 0 0 I o a-_ -._o _ , a o { o El i @@ ©! o o, 0 @1 n I- T i #— — — i OO O IO r __. ---.- , I _O co) i 1 i I �I Q UJUS - I -- - o @ I a _ I s ri a o - o o I i o l# o F © Q — 0 t- s o - -; a t o h - - i f_ _ _ ; i I I I ©' 4 , .. ___r �d 'a Q 1 - I i -- -- ---- - ---- - - --- - --- ---- --- oo _ 5 r 01 0 0 no ' f 1 O O----- { I i © O 1 1 # r ; © ! i 0 ( ---, _ ----- Q UI4- i i O — -j- - - -r - ----,---- r - -- ;-- j- - - + . , E U �Y?��� � �i A. e O O O 1 -- - � O t O O -� O- O ! i o -� �---; � -�-- I 1 � lb 1 r {T • --RON , i Q r � T o .� � i Ir� i t` 1 J :J " I ( A O O i s 3 Q f • 1 , Q �0 i �@ 0 1— D 0 i j{(0 — r , I DO KEY PLAN SPRINKLER `- SYt'QOL DESCRIPTION DEGREE QUAN , 6rendla r i n k l r Co. 2>171URECESSED CH. PCNOENT 165° 312 — - Montgomery, Alabama IST rLOOR CEILIN61 ALAN SYSTEM 1V PILGREEN & WHM INC. U01 Ben xo$a -- SEM94OL.E 70WNE CENTER Montgomery, Alabama 38118 SANFORD, FLORIDA P06) 272-2687 - TOTAL SPRINKLERS THIS SHEET APR•I SIGNBY. KH DWN. BY2KH REV'D P.R.( FP) J^ltgreen H. Kenneth A7r6te _ TOTAL SPRINKLERS FHIS.jQB.j CONTI9 tr-t-o2 SCALES /6;4-0 DATER/fz"5 � SHT . . 5. OF ,$ rj a I r ; © ! i 0 ( ---, _ ----- Q UI4- i i O — -j- - - -r - ----,---- r - -- ;-- j- - - + . , E U �Y?��� � �i A. e O O O 1 -- - � O t O O -� O- O ! i o -� �---; � -�-- I 1 � lb 1 r {T • --RON , i Q r � T o .� � i Ir� i t` 1 J :J " I ( A O O i s 3 Q f • 1 , Q �0 i �@ 0 1— D 0 i j{(0 — r , I DO KEY PLAN SPRINKLER `- SYt'QOL DESCRIPTION DEGREE QUAN , 6rendla r i n k l r Co. 2>171URECESSED CH. PCNOENT 165° 312 — - Montgomery, Alabama IST rLOOR CEILIN61 ALAN SYSTEM 1V PILGREEN & WHM INC. U01 Ben xo$a -- SEM94OL.E 70WNE CENTER Montgomery, Alabama 38118 SANFORD, FLORIDA P06) 272-2687 - TOTAL SPRINKLERS THIS SHEET APR•I SIGNBY. KH DWN. BY2KH REV'D P.R.( FP) J^ltgreen H. Kenneth A7r6te _ TOTAL SPRINKLERS FHIS.jQB.j CONTI9 tr-t-o2 SCALES /6;4-0 DATER/fz"5 � SHT . . 5. OF ,$ rj THE SYSTEM DtSIQN IS .20/2500 GO. FT. WITH 250 aPM HOSE STREAM PER ZTOE� SPECIFICATIONS. SYSTEM 6 PIPE IS SIZED TYP. TO THE MORE REMOTE SYSTEM A. ALL. THPMADF-D PIPS. IS SCH. a0 ALL, GROOVED PIPE~ IS SCH, 10, HF.ADS ARE TO 6t ON ARM -OVERS TO HIT CF.NTF.R OF TILE. SEE DETAIL THIS SHEET. rrRDAs SCALL, I V-- ffll=MLAE 0 H MENNEN MEN OMEN ME Moll ME 0 MEN mom moommommon mommoom 0 No IN ONE 0 NE101monom Elm H NO L @ @ -7 O @ @ @ 0 000 L - 0 @ 0 0 0.@ 0 0 � ®� 0 0 0 PO@ 0 0 0 0 0 0 0 0 0 0 @ @ 0 -0 @ 0--" 0 @ 01 �10 0 0 0 @ 0 o/ 0 0 0, °0 O Q° O°" @ @ @ 0 0, C)0 0, ot @ 0 0 o o@, @ @0 0 0.0 @ @ 0'o 0 .0 0 0 o lo @ @, 0 00 @ @ @0 0 o/ � @1 @ @ 4), 0 0 0 @ @ 0 0 0 0 @ 0 0/// 0 0 @ 0 0 F 0 0 000 , 0-- 0 0 0 0 00 O O @ @ 0 0 -0 DO0@ 0 0 0 Ll I 0 Mi ii 1111111111111!f MEN No 0 iiiMM loom I 0 11MM Imamm ilii NJ MMMM iiMmm MEN 1i minoms OEM ffll=MLAE 0 H MENNEN MEN OMEN ME Moll ME 0 MEN mom moommommon mommoom 0 No IN ONE 0 NE101monom Elm H NO L @ @ -7 O @ @ @ 0 000 L - 0 @ 0 0 0.@ 0 0 � ®� 0 0 0 PO@ 0 0 0 0 0 0 0 0 0 0 @ @ 0 -0 @ 0--" 0 @ 01 �10 0 0 0 @ 0 o/ 0 0 0, °0 O Q° O°" @ @ @ 0 0, C)0 0, ot @ 0 0 o o@, @ @0 0 0.0 @ @ 0'o 0 .0 0 0 o lo @ @, 0 00 @ @ @0 0 o/ � @1 @ @ 4), 0 0 0 @ @ 0 0 0 0 @ 0 0/// 0 0 @ 0 0 F 0 0 000 , 0-- 0 0 0 0 00 O O @ @ 0 0 -0 DO0@ 0 0 0 Ll ■ MINIMMEMMI NONE NONE EE MEN M ME ME MEMO @ CA I @I @ iox I OF IC>>� H 0 0 t 0 @ y.0 @ 0,30!! O0 01 01 --A 01 @ 0 000O 0 L 00 0 0 0 0 @ @ @ 0 @ @ Q o @ SPRINKLER lG KF.Y PL.AN N.T.G. 0 � 1111111111111!f I ilii MmMMEM MMMM iiMmm 1i MMMINIMM MEMIMMM 0 mmmmmm 110"MM M MEN M M mmmim mm mmmummm 0 Momm MMMMMMM M Mmmm ME IN m1mimmmm Mmmmmmm Mom Elm mmmmmm ME 0 M M MESON mm ME mmmmmmm MmMMMMmMMMMME �mmmmmm Mom MMIMMIMMMMMMM IMMMmMMMMMMM ME ME MMMMMMM M MMMMMMMMMMMMMMMMMMMMM ME M ME mmmm Mom M ME 11M M ME IN MMIMMMMMMIUMMMM I MMMM ME MR ME MMMEEMMM Mom mmmm mmm M mom mm 0 Mom N mmmummm mommm M loom mmmmi MMIMMM imm M immmmm mmimmmmmmm M Mom IM ME ME ME, WIMMMM MMMM im mm mmmmm M1 MOMMM mmmm M mm mmmmmmm -M- mmmmmm ■ MINIMMEMMI NONE NONE EE MEN M ME ME MEMO @ CA I @I @ iox I OF IC>>� H 0 0 t 0 @ y.0 @ 0,30!! O0 01 01 --A 01 @ 0 000O 0 L 00 0 0 0 0 @ @ @ 0 @ @ Q o @ SPRINKLER lG KF.Y PL.AN N.T.G. x Ld Q 00 J t� i.� r o mmmmo ■1�1 ME MIN on no INN no NO INN mommommomommmommommm 0 of 11 1@1 1 1 1 1@1 1 1 1 io 0 of 1 1 1 1®1 1 1 1 14 O o mmm[o p j o O fjJ O 0 ! is O i' o 0 0 ! �,\ O o I _-A I I ° O O O I Q MEN O L l I i 1 I� ♦ -�� - Q 0 000 F -1o © © ! 0 0 0 {! !, a o ® o o ❑ ❑ ❑ ❑ h 7vLdO 0 c i -1 11 �' I o o o o P a C, El El Li 0 0 o o _ a a O - •- O El ° O < , i' \ L> cit i o o ° } .® -- a 00 L ji� 0 0 ® o ® © ❑ f Ilk ❑ o o r @ ❑ @u ; i I' ;) ❑ �; 0 0 0 �f IQ @ - YJ 0 0 0 o o a o ' o '! © o o o Q° �� O O w 0 ❑ 1 I I I{ I I ' 0 0 I ! 1 0 0 f @ O 1 ° i� ° i ooj El O f © o 0 0 0 I o�; ©O _. Uj o 0 0 o 4 f t' -t 40 O I I ! - O I i O --- -- —--- -- -- l l I(> r - Coq .o -2i-- 1 0► - ❑ 2, z , D ; 4 / ao _ a - --- -- — -- --- - - -- - – - 1 0 I Q I- A �. ,- - ----- -- 0 ° \ t� O O � `` � � KEY PLAN 1. \ r Ir � ` , ° ❑ I���- L�- �� �° SPRINKLER �o SYMBOL DESCRIPTION DEGREE QUAN ' @17/32 U.CF.SSILD CH. PEND. 165' 281 rW"d Q prI" r V 0 Moncgomory, Alabama 2ND FLOOR CEILING PLAN SYSTEM 'ga' ono n000 PILGREEN do WMTE INC. W n[4]4OU 119191 3201 sou Road SEMINOLE TOWNE CENTER Montgomery. Alabama 38110 SANFORD, FLORIDA (206) 272-2697 TOTAL SPRINKLERS THIS SHEET 281 APR• DESIGN BY,ICH DWN . $Y : KH REV ' D P.E. (PEP} PiLgneen H. Kenneth �htde TOTAL SPRINKLERS THIS .JOB ICONT,#1 - 1-0' SCALE -1/15=1-01 DATE:2/15/55 ISHT. 9 0175