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88-888(2).p.�...,.,_�. .�_�__ ... , .�. � _ ._ �_ .. .�_. __. _, .. _ _�._ .. � _ r . _..., ,.._t -.�.T_ �_�,.._ ,...r_ �.R.�,.�,,..,.�.�_-.---�.�.�-� -- - - - ,_ _, _ �. .., ,__ .�- ti - _ v ,_ _ r -- I 340 " .:.:� NOTE* NON FIRt._L ' PAT ! - R iT 01 !S HAVE (Ij LP.Y�P F 3 0' a TYRE. X .}HTr~,K + v 4 EACH SIDE , ('GOOF SEAM. i` E Ai" i ;. W19t4' BEAM' I PINE FACIA 24„ 2 1 ____ ry , � I $METAL STUI;, i 2x4 NAILER WIRE HA dGERS C 0 , � " � r 8 Iti I � , -- - -. �`L - .--�'� - R EXIT—� 44 xCo 8 DOOR EXIT SIGN �4x(e i�'DOJR EXIT 44x6 8 DOOR EXIT 44xG8 DOOR EXIT SIGN 44 x(o S DOOR EXiTS,Gt 44 x (n 8 DOOR EXIT 44 x(n 8 D00 I SIGN SIGN SIGN I I ..SIGN 1I _ CONTINUOUS ; 2x G c. 1, 41•'O.C. II METAL 2x6 RuMIME R o FFFG. INCL(R_L)SOFFIT VENT WiRE MESH (oMIL POLY VAPOR. BARRIER �` II (2) LAYEPZ) c.F' _ TYPE X EArH WOOD BLOCKING �, 51DE 0�'Y`ALL. A'dD 1i AROUND BEAM p METAL 2x6 RU"aiv`FP 1 2x(o NAILER 3 I . f L32x32xr1 ' ' I I' t 2G Ma~r' _I !� xTAL STUD� ti FIRE -� FIREY,ALL �-- WALL , � I SEESECTION TYPICAL A —A I METAL 2xa RUI•d"SER F L EXTERIOR V!1L. �' METAL 2x6 I o BOTTO'�i RUhIt11`F ILA! J EXIT EXIT EXIT EMIT r-EXIT SIGN r SIGN C:16N j SIGN SIGN I I �' SECTI " - I .., #I, I ION a 0 d D D TYPICAL FiR�� ALL Pt�, .T IO,, I Q SCALE Y,, V 00r, R �— FIREWALL I I o ALL DOORWAYS FROM MAIN EXIT SIGN URGENCY HALLWAY TO TENANT SPACES EXIT SIGN - - --� EM = _< -1 (2) LAYERS 5HlTRK. LIGHT ARE 12 WIDE x G -8"" HIGH N '� TYPE "X' -BASE LAYER EXIT SIG,! r z LIGHT 1 (n'-8" DOORS 1 TIED T6 COL.`"i/ 18GA, C C � - EMERGEF+GY DOUBLE 3 -0 x EXIT �IGI`d I TOP OF FIRE_ T WIRE 0 { DOUBLE 3 O"x G'-e DOORS FIREWALL EXTINGUISHER FIREWAL{_ EXIT SIGN A DOUBLE ,°,' 0°xl -8" DOORS � FLOOR 1_ Ull METAL CnPhdER, ' FIRE EXTINGUIS!IER Do�w,r I A 4 BEADS { - - --� B I s HANDICAPPED RAYP x DETAIL G TYP INTERK)Fl, COLUMN ENCASEMENT a PITCH I"/12" G SCALE Y-V EXIT I EXIT SIGN \--EXIT SIGN EXIT SIGN -� n E SIGN , , METAL CORNER BEAD, 11 1 " , 44 , G -8 DOOR 44 x (0 8 DOOR, --------- --- --- _(2) LAYERS S►3TRK. 2 x WOOD I o , TYPE "X' AE BLOCKING4� f 1 701 FILLIh ITN EXPANat,LE t _...- - ,� 70 24 i 5EE DRAW1aE-635 FOR �FOAR l I=J_ITV :i �L-x6 WALLSTUD MAIN HALLWAY I SECTIONS N-Hj-I,J-J,& K-K SECTION C-C. Y '? EXIT SIGN EXIT 5IGN SCALE !"=1' N EXIT SIGN ""-EXIT SIGN/ 44' x (c;--8" DOOR FIRE 4 -% 61-8'DOOR-� EXTINGUISHER I I EXIT SIGN -}------- DOOR 44"x C�-Bx J EMERGErICY -- - -- LIGHT -- --- -- -- FLOOR PLAN EXI$TIN SEE WIG. 8U11_D1��J 8-518-1 STANDING SEAM METAL R''7r7—PRE-FINISHED SOLE Yx, 'RIGID FOAM INSUL. (R-8.?) WIRE HANGERSGB' O.C. 41-9" REF. 4-87, i P.T. 2 "PINE' _F/\CIA-- CONTINIJOtJS SOE=FIT VFi.NT --� - - r " �/ 1 P.T. 2 x 10c 24 O.C. 2 x(o C^ 24110.C. ! / 1!, WIRE MESH 12" P.T.2x6 (oM':LVAF1O� BARRIER -- <- - 3/a ROUGH SAW!`1 FIR PLYWOOD ( 2xIONAlLER i MT (3) 2 x IZ BEAM bW(n x 20 -,► 1 I YP. I I"x4" PINE MOULDING C011T. 2x(0 TOn PLATE _ P.T. 8x8 WOOD COLUP•1Pa5 AT 1Z' O.C. TYPICAL DOOR 8 t�IINDO�I NtA^}P " METAL FURRING (2)LAYERS 5/, SHTRK. 1' Zx(o " TYPE wX� YZ CNAh4idELSC z4" QC. TtEC (3),2-G Y(ITH FLYI/103D TO ROOF JOISTS wl 18 GA ! FILLER, — Z PLACES WIRE TIES 6 4' O.C. U5E 2x(0 1"METAL STUDS ADDITIONAL CHANNEL 54 CORNERSOFBEAM 1_01'1; MIDWAY BETWEEN TYP;CF;L EXTEP!OR WALL a�" MAIN CHANNELS AT JOIN i " 1 0) LAYER �, SHTRK 1 PiPI� BD,•�D & BATTEI`I - ST/,'! I TYVEK � , -- °EXT. PLYWOOD �2x G P 24"O. C. (o" FG. IN"ULATION of zl (R-19) ( �+ � o G MIL POLY VAPOR UFRIER (2) LAYERS I5�5 SHTRK. - 2'I0 ANCHOR BOLTS AT WOOD TYPE "X' COt=UW."N LOCATIONS -I2'O.C. , 40 24 GA Gt-LY. EPIP EDGE 3" ABOVE FINISHED CONICP,ETE :" �— P.T. 2x6 F? WITH -- SILLSEAL SLOPE 1 ` all CONIC.... ELK. --(2),"4 CONT. C b" O.C. --- —}- i8 ,- SL`CT!ON A -A W I-LL " TYPE'X" SECTION E -E -- - IN SHTRK. SCALE 1"= V D SECTION E-B TYPICAL INTERIOR SECTION} AT FIREW'A:L L SCALE % "=1' NOTES 1. ALL MAIN HALLWAY PAPTITIO' 5 ARE TO EE CONSTRUCTED AS F►P,Ewt1 L1 T �` I y vU, (2) LAYERS 5/,5 SHTRK w f Il ���� {� 1 �. A 50' VIID= FIR�.:.I._1'•.'d'- WILL EE MMNTA,INED�' W '' _..i .. ., .,..,6 TYPE X , (1) LAYER AT 0'J THREE SIDES 0`- i Y?E BdJILG'td�s, �' REQ DESCRIPTION MATERIAL DIMENSION ITEM DWG. NO, NON-FIh,:EN"f.�,LL LOCATIO"IS 3. -HIS BUILDING CONrOr'Mj TO THE NEW YO+:K "' V • • • • • • • • lROT i �ry AD 1'�v r TORY ST,tTE UNIFORM FIRE_ PREYFtJ? ION A'�ID • E�SSIONA( • •. W(Dx20 BEAN' BUILD?NG CODE, TOE N.Y. CTH`E Ef EEFGY O : �OQRd 4 H'9'�o, �T � �.JTLE CO"r�RVATION CONSTRUCTION CODE ' : �? �'� 1 �9 METAL STUDS AND ANSI AII7.1 C PHYSICALLY 1-1t44DICAPPEG), . 4e $ i r� ; • �.VI Q ._Kenny C CORNERS 07- PEAM • • _ v e, N.Y.' Lake IG6nB . SECTION F - F ® 1 =HECKED DATE /1 __/ — 6,9 )pSCALE =CALF I'= 1' MOVICD , E4act► Frank C. Hardlck, P.E. �. SO; GLENS FALLS, NEW YORK REV. DATE DE5C IFTION ' 526.671 I I I r,X� 6x� , r �I!% EL V I ���- 3 t � 526:b7 (88.17 )t . rxa 1vx, 1 p' royb _ELEV,f I a3 3 i 5�t__ z— 0 N' • i' ELEV._ -� ;t tiiO4 j{ t-.--_..._---—_ Via.»_.._.-._-.-....__ .._ .-..__•----.-.-,._._---------" - `, 4N I ► I z 3 �' I FP Z n r E';� ' 2 5 5 5 54rr i E --t-T I I ;,• r 1 5 x s 515.84' � . �: iF 3 It, G 9 17 AA taa. � A G AEA AD, AC) AB 3 ( I ELEV. A AV � , , OE 4X e a a 130 I l I14* _ FLOOR - TO MATCH EYIST FLOOD /a URETHANE 2° 03 BLDG. FXPASION JOINT-AR9111D erg,ELEV�8 PER M ETEP, /A/ _ j _ iz� lit Ld _ _►.I 24 1 j f• AREA „ 03 E (o 1' °C D] a Ae,1u (2) 4^16 O.C.,- k A � I RIGID FO`1!� J ' �•. " J _ 100 DP KEY r �1= 1 ' -12' TOP EYIST.- • r - , III EXIT 11 1 ,, ,.84 „I5,84 a m COMPACTED L�!',,.Kr ILL f r r (8Qf� ,-y f L0 ?ELEY (3) # 5 COh1T @ �o O.C. m T Li Q \t(' (CO. (V'�.li 1� " 1 r � ' I A" }! t-i. '_". � iv) •� EJ I I.T —24 �27 (99.3) OR UI�L,S! U, 3t� (, ac i + I FC(7INS ELEV. ELEV. t ! 4 " " j 5U8GR/.Dr_ 9 i Ln x 8 10 O.C. - ALL , 14l I --- —w- I - ---: J � I L , OR � 8W o' 17 �" - 1T L _ C��O 17 4 I � I 01 , C B A _ *40IG O.C. VERT z L K J H r rl E p 35 _ 12 -5 35 i 3a -- ` t TYP ' I ELEY. 521 I —_ --- �' I I I 1 i 4c 1(o"O.C. NORIz. — . (93.3..) 4b 10� `n' • ' ' " , 9 TY PLAN - FOOTING PI ER LOCATIONS i SCALE ' " - I' 24" r 12" y r FGo a' SECTON D -D TYPICAL _ I 24" AL>- I"- I' - TYrf �A` EXTERIOR W,LL SC - SECTION E E (--ELE" 527 ( 9,3; SCALE = I' 4- CONC. SLAB o �wG g^ WIRE MESH 12� #4e IC %� L pj I (3),#4x81 LONG6O.G: y 45 _ ' ,.. " ELE 2 3 +0 f•-*d-c�10°O.C. ABOVE i2 !-� 2* FOOTING ONLY — o (3) 4 0.G i ( " R I EL1-Y.525' 4016 O.C. YE T. (2),*4 zISpLG,C'5" {97.33>_�• y IL 523' N 2" T ACYF i?"WALL � 1 + COMPI;C 1=D E ' L . ELEV - _ - WALL OP, UNDISTUREED �,. -�-►D „ SiJBG RADE 95% . IVDP KEY 6 PROCTOR VIEW N-N SCALE /" a z i ' MINI 30" LAP TYPICAL *+4�16'o.C. HORIZ. _i •TYP '�- 11410'O.0 ABOVE FOOTING OF ALL FOOTING CORNERS G G " 24 I 3 #3 STIRRUPS @8 O,C, x D-t-�- I ONLY -SEE SECTION F-F < 1 3 x I DP ,EY " " — ( ,� -12 WALL " 3 3 17:���4),*5 Cot i F will • ' � � VERT. � SEE SECTION G -G (4), 5 V R ff - �, - i s ~ ELEV 515.84� � ELEV. 515.8� - Y �` " D (88.17 ) ; 12• ( \ (SB.17) V " A w ELE 4 CONC. SL .B zi - s x . ' 5!5 '3 S '� �' Co 0 C, 24 , (3) ROWS OF (2), 4 _ MESH - r • 1 (,E I,. D - - - 21.�y 1 - SECTION G-G En y SCALE h = M T - - T a TYPICAL WALL AT BEAM POCKET �. _ s >_ - T MrkN I A. ,EA WALL SECTION C C I -7-�� r�ao T�✓/ - SECT 10,1 F F (F/J i t�TE t_�o) SECTION B B YP BA ,E 1;. SECT CAN ;A A , "_ "ALE /2 1' SuA,LE iz"= I' SCALE r rim 1, ✓CALE /2 -1 /z I' 7' NOTE: *4 VERTI CALS VRIE TO BE a OMITTED FROM 5'x5' FOOT)MG5 3 -lo ALONG BUILDING, LINED ONLY toil/ 4),3140A.8. (4) 4 A.B. " W N 9 GA.v EE -N '6p.2 6 KEY 03 c 12" O.C. E.W. *3 12" 0, C. E.W. = 3"TYP. —4-6'TYP. NI 3'TYP-f N ih 3" TYP \11r 9 (�, 5 a $ (10), " 5 G 8"O.C. E_V'1. TYPICAL 71x7' FOOTING TYPICAL 5'x5' FOOTING SCALE YZ' - I' SCALE'/z"=1' n/D GoG.4 "101✓4 MAY L44R )' 7"YP16A1_ , use 61 —� 32WIDE x 112"DEEP KEY //v r-00r/N6 iol COLUMN „ " 4 3"- /o C ¢ A.P. z N N 4 t .o - I I I� • `i' 527 (99.1 jt ro m N�{ 3"TYP ih C-6,*5@9"q.C, E.W° TYPICAL (x(o FOOTING AT LOCATION:: SCALE Y2"= I' 0,1-- ?14 4- 523► NOTES 1. ALL CONCRETE TO BF 3000 PSI 003 DAYS AND CONTAIN ANTI -HYDRO ADDITIVE. 2. ALL REBARS TO BE GRADE 60, 3. ALL FOOTING El EVATIONiS SHOWN ON THIS DRItF,'IN13 ARE AT THr TOP OF' THE FOOTING Lu `uUNDATION.rLAN& DE MULS W REQ DESCRIPTION MATERIAL DIMENSION ITEM DWG. NO. I "IRONDACK' FAC Q�pFESS ONgI_ �, . • _ _ O � � �. Hq '�iy •• � � UL]EY,ENTER David Kenn • ��r 430 �,� Route .9 �.,bbb bE S� Lake George, l .Y. t DRAWN L,S CHECKED FG DATE /D -� SCALE J//,n',0Pj f Frank C. Hardlck P.E. y... I , _ . S0. GLENS FALLS NEW :YORK 4 No. i x, Dwa. i Gtt -u()I RIM RING n i -- �%'a l cot,. 7¢ G 1.. _ 7f3 bocry (----,4) 4,1 ^s r 1 w V xIV I cc /J JoII , ,8P 3 o � —PEAK r Il \, I A (SEE DWG. • • -- __' _ _ _w S-(614 FOR SECT. A -A) -BASE PLATE TYPE 2 SASE PLATE TYPE 3 >r S-614 6CALE%.=1 SCALE iYz 1 ECT S-B) /o�,l COL C4) y % 3 "x5'xT x- --r I +�- r� Ll o w 2i FL to . � 8P- / � GoLu.���✓ T.C• XL/�p. 4� !EAMS ln/VIla- SCALE I%2 ; . it BUILDING U OLVJ. ki QH10 _ --- -- m K 9LD5. LINE RAYS: . • ' PLAN - STRUCTURAL STEEL SCALE %"- BASE PLATE TYPE 1 BASE PLATE TYPE 4- SCALE C 0 L U M N 5 C N E D U E COLUMN C1 C2 C3 C4 C5 C6 C7 C8 ! co CIO Cii C12 C13 C14 C15 C16 C17 Ci8 ; C19 C20 � C21 C22 C23 C C2.5 C2fo I I i K x M 00 — k co X cc CC) ( lQ6 ( S f TOP 07 FINISHED FLOOR ELEV. 527' (99.3')"In - -- a+ j I ; :EE JET /2 y#X �X 3 E t T. 5E6 JET' `EE -riET. (2) 14x3 X .. �> % :3 //: 'K �D 6) I I TOE' .rG.�TC ='�'' Alfir[EGLf'S .0 1171pr'! A .�v r E ^a^/: Owl E -"�*'' .DYv"; JW3 t^✓v'a L� i� W f /s �G<Y'EC[/rx� �1ik!1f CUPS �t!.:< f[,:.5 r.-�u10 I .B•614-A F Grp / B G[Q-A G14-A G14-I Q-/ i, 4-/ GJG-/ � th- 3'G6. ? �. cac.eev=Am TYPE OF BASE PLATE BG-2 ,8P_ 1 2 3 - 8 O✓E/'/1LL 6C)4. A-17- /ra 0% /O -/7 M /'i •^ � /1 1 �"4i2 11 /G'-�J / /l0-91• /4�2!/ 10 �" . .., /lo-;rSnl � -1)%4 JI . �7-/_O IJ �P� C'-,71 JrJ-B" /O' % sE� �8u���rc1Tlo.tJ � � j i 2 SCALE 1/ =1 (BOLTED OR WELDED) STEEL COL. NOTES: BONDING PLATE TO 0 ES COL. 8 50.114. MIN. WIRE TO BE COPPER #4 AWG (BARE 1. SHOP DRAWINGS ARE TO BE SUBMITTED TO THE' 57Rt,N4ED) CAN BE INSTALLED ON ENGINEER 1=0R APPROVAL PRIOR TO FABRICATION. INTERIOR COLUMNS WITH ENGINEERS 2. STEEL ROOF JOISTS ARE TO HAYS EXTENDED ENDS, APPROVAL. FOOTI NG CLAMP 1' MIN, P SOIL CONTACT COPPER CLAD STEEL ROD 10' LON6 GROUND DETAIL (G RE0 REIJ 6 20-E 20-G, 22-GA,22-EA,22-CA,22-AT) NO SCALE Lei JL UC I &P STR UIUL, REQ DESCRIPTION MATERIAL " DIMENSION ITEM DWG. NO. •••••• yi��gpy n o,�Rp��SSIOJj.• - 340 � CA E IA I GA G F C AI A AG A E , AC DB - N + L K 34 34 34 3q (�� AA 34 12 � 34 � � � � � � 34 34 34- �. I / 1 1 1 _ 24 ) I 35 ( 3 35 35 5 � 17` Q 2 AN AP 17 qp id r .A W ESX ,O v✓ /B x$d W!B ✓SD / X {- ' 2% - W24 a x - 3 a _ 8 _ 8A y-_� ° - W4 x13 45 �► al 2 y- 45 , 45 W4 x i __- -- �- a ' _ _ ` � O• � �' ' � � � SEE DETAIL-E } 4 _ .�_ - W4 x t3 a SEE DETAIL D SEE DETAI L - D • a � —_. —_�_ X I 1 i --w4x13 a . a� -<_ ` a ° v W4x13 a _ 4 i �24X84 - 45°' 45 _ �' _ 5 45 - �t r < %/- v✓iBx4o s v 40 ' - W8x 31I _W4x13 sP P C2/^/dY ( _ovice ydiBK4o W4x13 __ 1 - / o /Nro r✓lf.3Ybo in/,+�k//BXG.e (� I � e r w p /yam SPuGE i4/ I I /NffJ rl/e x lee+ „ � � I(,/7//, r✓l2X+lo N1!?XIG W/2( G. ! , Fz W18xb0 W18x60 ./ r ` I = WI$xb0 W18x� W18xb0 W4X13 Q� I o o "! .I a - i I ; o u �' I 4'►;� �N ,�' e'h W4X13 0 ti v ` v v �� m �� I O t� x - �• '� X v V U Q; v V p f TOP OF FLOOR AND WALL op oc '' v '` k ac v >r n cu ap I � ( v �� �`� w v'� c0 I :cav i ti n' ELEV. 527 (99.3) U Z $ v i I I \ W10x22 W10X22 1 I I it 460"C. 1, I a 1 _ 1 59A I I I i 11 Ili ,If 11 O SECTION A -A (SEE DRAWING B-613 ) -TRANSITION AREA BLDG QA SCALE %"- V NOTE THE _ELEVATION AT THIS MINT _ ELEV, 555.33027.67) PEAK ELEVATION ON THE W 18x65 BEAMS MOST 8 THE IS TO MATCH PEAK ELEVATION OP SAME AS THE ELEVATION Or rHE %2u GAP CORRLSPONDING PJIN%, ON TUE EXISTING.. BUILDING W24 x$4 BEAMS iFJ THE EX15 T lPvta 12 t2 t2 5� AND NEW BUILDINGS 2 3' 2 a 8% 8�„ 5" &� ELEV. \ - - W18X65 __ - - _ - _ - - - - _ --•-_� - to ' x 9 r , � x3?Ikx1-5 f �x3%xl_�zf toy - EACH SIDE EACH SIDE a. : Nt CSx11.5 - + 4" 2- 014 ti I I 12 _ W 19 C8x11.5 — 2"� 37' 9 x7Y/IIaEQ ` co 1�n O 5 C8015 t-CBX11.5 W/gX 6S " \ �N SAG RODS 26 REF \ TYP \ W5xi9 / I I" I `9 r 5'd 9' V16 x 20 Ir' - _W6 x 20 - I , __ -- _ - 8x31 COL R �^ 0 a 1 ' Wbx20 1 I 6-, 0 i X I w I Uz C8xlt5 CSx11.5 ace C5x11.5 C8X11.5- I 1 TYP}- , f-2'co r =--- — r 11 C'8X115 COL — _ I ca 1' i , , ' ' ' ' ' __ _ ' u + t r TOP OF FLOOR AND WALL =I rn 6' b' 6' 6' 1 b "� I to (o (o (D to <o �O 4 -8 4-g 4 -8 4'-8" 4'-61 14�-8" 3 !- cor ELEV. 527 (99.3) I i00 - l �-W5X19 5z19 W5x19 W8x 0 I w � W5x19 DETAIL -A — - - a ,.,I • , � I , . . ,1 i . � . I I � �. • � + � .. �;I - , . �� � SC LE 1"= I' � 5 SCALE i.. I, ,0I I F's "mod II III ' I eiP - {- II r,c 1_ I n� = I A ��� IIi I ��,T II �;t ;91 BL.DG. Pam• _ a OIIi NI� Ali Y t2 L28�:� 1 .9 I I ry i¢ C? 9Gi`7 a ,il _ 11 1 I; 2 12 4 v �t 2 ), i REF- � x t2' 12� 12' �, 14` +eh �, , �`d 24 25 1 21 24` 23 _ 27 ` CO 22 '24 b 28 ELEV. 538.58' (110,91') 1 R x39�♦ i',82 * X��X✓�.L I + 100' _ EA 1 SIDE r<i/ors + + �' a - I i � + 2 4- + N SECTION B - B (5EE DRAM/ING 8 -613 ) TYPICAL END WALL BUILDING (� f 1 2� a i � 1„ SCALE %"= I I m SEE DETAI L- A m WTYP GYP s l,4 r e- o� Al -re M` Y 1` _ N/PSx(os 4� 2 - 12 * 2¢„ a 13z PI,124 X84- 31, or f wee R,EF. - - "�o8�E / ` . .4T g' of M56-_; 70 i SEE DETAIL-C h c �'— � �`—_-- 3�'-• �� _ (20) /4..��r5 4" W - to _ SEE DETAIL - B A '� 5 F - 8x 31 COL �iEGO in/S��fL[E� O/1/ A LL .E'/ XE L2�x2 y+ L I x2�x� / _I _ _ on/ THE EXISTING AND NEW BUILDINGS 4 ! L2ix2iz' a SEE DETAIL-D—� - y + + -W 8X65 !4' DETAIL-E L2�2X2zx/ _ `� COL. E E E I 4 DETAtL-C SCALE t"_ I' a \ Wbx20 - Wbx20 I`4 0 �%. - 45° 145° W6 x 20 W !o x 20 45 45' I W 6 x 20 45' 45- W 6 x 20 rI5' j 45' \' -� - AP - - - - ALEI=i I - - — - n SC ' 1 4 L 4 I w Q a s E tr w zl a[5 Wb x20 YIG x 20 W(o xZO J i _ `'� tag W6x20 W(ox20 ti z m z w K CD OR' - - W8x48 01 a oc l o "' � 1 '9 as ` �; � X °�° TOP OF FLOOR AND WALL ELEV. 527' (99.3') = o - _ O 15) SECTIO E -E 5CAL J1I 24 1 24------- - -- - --- _24�--- — ----- ----- -- - _ - --- -- 20 22 24 26 i 1Ct0' k SECTION C - C ( SEE DRAWING B - 3) -TYPICAL : INTERIOR SECTION BUILDING C \r to co 00 rn� 3 z 'I 28' E SCALE %'=1' lid 4dx 9"WIDE DETAI L-D 'ram SCALE I" =1' 4- 7- 10W A -4 41 04 F4 /7/7' /7' FA ► j ep LTPEA — W51119 N—G (-Wexo /716 Ey XiSTinfG �u/t1�!1/L., Q C B O 0 7 7: ,,/8 ":- / = 0, co� 2'" .4 4 4-525Ay Z! FV A AE)AC 34 34, 34' Y jp� + 8 "V2,7, Ilk tT & AF A A5 %*�em I,EB 2)y - 4—, W5)(1 WWI 4"A + I m- 0 pJ1131r3l e I 1- +4--4- 4t/ W14,,e 2 X.2& ; — -A I L � I I ? ED - *v'v-xze' Ito 2 -PIIZX40 1. 2 1� I - + J411(5y5 + + 441f,04' 171 7 4i IN ru At ell 12 of 4 f 15 fv, wol/ C17-7 7'W t' 0, uj A ccl- irl:� r,4 -e- \j 2"' 4„ 7 L + - N N FpT -3 1 1 -11 t 7K 94 V, MSY45 It, ZC405 W10x22LP /7-7 64 4- I 1 3" WIS)r 50 1*1.16-* 50 -?2 -4------ .7 1 20 14. 52-51c- 1K + tS cot 16 L + 2 o qj. 7777 —7, 05 1-4- z if p VP4-24 26 4- r.V watz 4 11�4 34 mo /0 Ir je F 21 Ell M2 El -'14 + 14- + c- 2i 2j N N + r + 26 Y2' �44 SW-0 ce IL 9" 4�', 10" 4 1-- -4— Y4 "'Ir /011 1 —1612 404--7—A IZ, Pif 7A kIP7,94 T&I Y, )b� Tr W/o -Y o? V 4 w1ox ?z - ----- ox 22 V1 3 k Af. 41�1 IAI f N FaC�MipX22 its IL Nj 'x a IZ) d 14 xa 7,V IN11 Y4 A, 65 f-r5 15 z XN + 1 4 - - - 14 I )41a W) r r c- A -15 P./ 11 - 4 7' 157 �J! oi- 13/z 07 --7 UC- ".1 s REQ DESCRIPTION MATERIAL ror Oc A'—, I DIMENSION ITEM DWG. II'll —T- E ADI WONDACI FACTORY loc�T-A IZ- C- S� H OUTLETCENTE, Q: ho- :'David Kenny 4304t orup, lake Ge bi� No DRAWN cmecKen /7' A5 11 AT 9 e—"' 4- 41(- e.4� 4- ETI !Frank C. �H irdick p f B"�,614 SO. GLENS JALLS, NEW Y 0 9 K owes. No. a vyT y3 9"catic. 00 1".-El LANDS OF D.9 Y/ O ,L'ENN y 4G3 / /0 43 w,4 6t_ /srT 0 L/4�vr /sNs 77AfAC00C �C ETA /.d iit/4 Jd L L ..! ' 71 Sao E �. � 1 1 ` 1 I 1 I i 1 I I ao IV I . 0 'N I� 0 I 0 M � Y � 0 V ry C Y 44 ®s�.s .v /' Wi0/ cwweCCIW ..r 7/ 0 — 3 4z '_ W ,S IA,fON S1-11q L- / 7- �,t hf q L_ 1l/9 S,yA L / r ( 6,611183 ) RU1� OG P/•� � JDA.0 T,eA�/I �D s C h� To Aoirz a�vIDA �,e F•ACT02J OlJTL ET CENTER, /NC . A.�EfI Z• AC G 42. 84 , .592.8fI i 705. 80 - \ 1 77,'5-.,eo- Td 7,4L I f/E,QEBS/ 6,E,eT1Fy r0 : F,01,C0NV,oqC/C FACTOIZ.J OUTLET CENTEZ , IAI C. NORSTA.e 5 FI Ale OF Ul--J'rA r,E N Y , F/�sT egAfE,elCAN T/rLE IAIS4 /eAAV(fE �O�PA/(Jy aF/VEw yo2,� THAT T/%/J' MAP W/4.I /l 4.DE F,eO/tj ,41,1 ,4crU.,-jz- S/J,el/Ey ON Tf/E G2ov/VD F1CCa,e,p/w6' Ta R z-eo,eo oESc�1PT�o/Vr 4A,V SWOA)f T/1E 4S-AWIL7 -rMVC'TU/eES ,Q,!/ /.t/lP,eOl/E/lilE,cJT1 D,v Tf1E' /0.eec-141S FS . _ >-<- L7A T E- �ND�e� W 7- N..Y. S. 41 C. A/O. L31679 100.0 NvooR -POOL- le WOOD MI D,4 A-< I \ _ nAAI� Jam' /a8.3o 1 1 1 I 1 i 1 1\ i vl 1 I I 1 1 I `�/t %tod f1►9E �wto � OT!/E,e Z,4AXO- ' OF /T .Wv/D 1eoEA1N y 1q, IROAUD,1 C� �A�TD•ey CVTLE-r ezw7E)e/ lxj-� j�p: Z�o/i98E 7y�s83 1 ACEA 0 50 . fI,UDlZ�'iU - T � ...� /�•cJ E. it�f CCD,��(�tL4C,� I C; F• 965 . . � r ,xa. 34 O - - ." - _ 34 34 �,8 34 34 . J , K . i, P E IN F �}- A f q s 2Al R 4N L � r a 1 p a x E IF,r f _ _ �� T N 4�'X6 13�DOOR EXIT 4-4x6 8 DOOR.` EXIT 44 6 DOOR EXI • - �XITSIGN ' 44 x (0 8 DOOR EXIT 44 x(� £iD00R EXIT 44 x 6 8 DOOR EXI SIG x 8 T SIGN 44 x l0 8 DOOR - 51GN 51G N SIGN SIGN C5 x �0.7 CONTINUOUS j (+ SOF FlT VENT ALL DOORWAYS FROM MAIN d r EXIT 51GN .` �(� EXIT SIGN -MERGENCY7 HALLWAY TO TENANT SPACES �J1r LIGHT 12'WI E x l�'-S" HIGH N Q I II EXIT SIGN C Y \ . IGH ARE A� D _ : EMERGENCY% DOUBLE 3-0 x F lT SIGN ��-� �/ 1 \\�l/ - 1 .r� IT . I �11 M^r_f 0 - EXIT SIGN r DOUBLE 3'-0' x l -8" DOOPS T Y VEK a 1 ,"EYT. PLYWOOD to c SECTION E -F_ % - T )ON E -6 TYPICAL INTERIOR SECTION AT FIREWALL 2X� c� 2411O.C. SCALE 1'= I' (o" FIG, INSULATION �i NOTES (R-19) z� 1. ALL MAIN HALLWAY PARTITIONS ARE TO . e .. � POLY 6 MIL 'I� o E CON i R B CONSTRUCTED E 5 F .CWALLS 5 RUT DA VAPOR BARRIER (2) LAYERS 5/8 SHTRK I (2) LAYER5 � SHTRK. TYPE X (1) LAYER AT 2. A 50' WIDE FIRER+NE WILL BE MAINTAINED i a - :! ANCHOR BOLTS AT WOOD � . TYPE X � � ,. NON-FIPE ALL LOCATION 1- , ON THREE SIDES O THE E'UILDING. COLUMN LOCATIONS . 4 24GA GALV. DRIP EDGE '�� 3. THIS BUILDING CONFOR. ,,, TO THE NEW YORK I a 3 ABOVE FINISHED CONCRETE STATE UNIFORM FIRE PREVENTION AND r. PT 2.6 a WITH BUILDING CODE, THE N.Y STATE EIVERG'Y L' y 5lL1SEAL 1 Wlnx20 BEAM COIJSEPyAT(ON CO'JSTRUCTION CODE AND ANSI A117.1 (PHYSICALLY j N fl 4 CONC: SLOPE 1 METAL STUDS UD5 _P, HANDICAPPED). _ ` C CORNS S BEAM _ o w . 8 CONC. BLK. K _C2) "4 CONT, @ b" O.C. , 5ECTION F - F i� z em 5CALE I'- I' n .�------ A -A . SCALE -I 5ECTIOAI e L NOTE: NON FIREWALL `.. - PARTITIONS E ` 5 HAVE (1) LAYER A R _ - 7 r • .I TY E 0F s P X SHT RK EACH SIDE AND AROUND ROOF BEAM: --- ' W 18 x 65 REAM 24n 4 u lZ 8 P, Ty 8 WIRE HANGERSGBO,C. �11� 1 META L STUDS t 2 G 2 .C, , 6 FF F.G.INSUL (R-19METAL 2x(c ) RUNNEc R WIRE MESH GM LP POLY VAPORBARR1 BA RRIER LAYER 2 ` C) 3r! 5 �, S 1TPK. - - - - - — TYPE "X" EACH SIDE OFVIALL AND AROUND.BEAM METAL 2xro RUNNER //-- YY(ox 20 2 x G METAL STUDS ' 24"O.C. SEE SECTION A —A METAL 2xro RUNNER ' FOR TYPICAL EXTERIOR WALL METAL 2x6 BOTTOM RUNNrR-.4 w a SECTION D-D TYPICAL FIREWALL PARTITION SCALE %Z"- V w I i p Z2) LAYERS Ya SHTRK. TYPE rX"-BASE LAYER TOP OF TIED TO COL. `"'/ 18 GA. f FLOOR WIRE @ 15"O.C. METAL CORNER BEADS DETAIL G TYP. INTERIOR COLUMN ENCASEMENT 4 SCALE I"- V METAL CORNER BEAD5 . Q) LAYERS I SHTRK ° TYPE ' X' 2 X WOOD FILLWITH EXPANDABLE BLOCKING ° FOAM INSULATION 2x(o WALL STUD SECTION C-C l SCALE %"- I' EVEN& SCALE % "=1' FLOORDETAMS REQ DESCRIPTION MATERIAL DIMENSION ITEM DWG. NO. O QRo F o enn avid y OIY V 43042 • •`pFd� jHE STp��'�. • .�:Tc tiig �' lr.�. 1. .. DRAWN CHECKED // �j/� / LF3 DATE I J / >lCALL' :S H C) > l aJ J4 .. _ Frank C A -. Hardlck, P.E. � r� . S0. GLENS FALLS NEW YC1RK' { ' Dwa. NO" -�J-- 340' 34 34! 34 341 343 ! 4 34! 34' 3� 34 - -------- 40 /A 1� A F L HA I AC A F A 17' 17' 17 17 17 1717 m 17' 17' V 7�1 AS id z 521' FE, ('3 3.3`3) 2 0�9 4- 1. BP A f iltJ I -t -0 , ,,, N 0 ®R, Ep � 7LIQ , = 1 2 Kozo sxs Ast '5' D !;X,:5,• kl fl) FLE ELEV, ELEV. L r d 7 -4— -1 li ------- _J P74 D VIA L4, r 15 .84! A 40THIrK Ej R (88 17") 8 ELEY, CONC. FLOOP A. 527'(91.3') EL.' PARTIAL WALL SHOWN TOP Cr FLOOR TO BE AT SAME EL EV• 1 i �' 52667 526.67 AS EYQ�Tlt* z V 8LD,7. F:'LO')P SEE DVIG, 3' c c 7x 7 w`4 F-452-1 ­7�7' 7� 7 7;7' 7,17' 7,7' 7;7'-z,'-. -4 + \9 + to {4- 4 + A lb� �4 0 5 2 (o 67' •4 515.84' (8Pj 17')' e�. "y UIV ELEV (99-o')_ ELEV. -4 T: cal 1 P3 4- 9 3 5�, cl, T I F? F7 i ,yam 5X5 5. "12 3 5Sri + �T: )4* r 5 S' 5& 2 R I515.f34! I (8S, 17')c� (A[\ D,' (4C C's � ! � __ ,_- ELEV, 7 C), f t 4 411 )4:- A 5ZP7.93') FL_ TOD -07 VVX);� -TO MAI Y4"),4!' URETHANE T' BLDG. FLO-,)�� EXPASION JO1NT4,PO'_I!ID 12* -LE E V. t P 5)r PERIMETER 24" 6� -A Ld 1 A, 01 BASEMENT A R F 24 1 '3 A A 1/. 4 L TOP OF EY13T —7 12 14 I FLO F-V OF _24 527'(S,�,3') FOOTINGS ELEV. ELEV. lj::; ? F 8 WAL L W ---------- V,) L r )7'- 7 94 r� i 0. C, E "'Ic T" 11,7 D ':Lo 1A r A ETV - __4 .17") D G, V1 F 452 - C7�7' 7,17" ko'O.C. VERT 3 5 35 24 '35, 0 Ty? EL 4 j __ } er 16 O.C. I lop;, %4, 'PLAN -FOOTING & PIER LOCATIONS Fri.517 4" 7 Ir 24' SECTION E-E TYP!I-AL EXTERIOR Y8,L1,_ SCALE Yem- V of _S,1_1 'o r (3), *4 81"LONG e 00-C. 45" F EV. —2r-' -0 APOVE I 1!"- 1, � . 1, 2 '37.33") - Y4" 12' 4?_ F-'00TIN5 ONLY 1 -J, (3) *4 x4SLONGP-�'O.C. 2-4 +—D (3),-*4 o G" O.C, -2- #4 e is L (0733" LG.,� 5 2' VIA LL 'ELEY 523' 7W ()p ty I!- V%L L Dpp y KE LOB MINIMUM 30" LAP TYPICAL 114@160-C, ABOVE FOOTING OF ALL FOr)Tt,,4,G CORNEFS' ONLY -SEE SECTION F-F D4 —tF _____3!/ZX 1�2DP KEY ELEV 515.84 -on to-D !T7 7:1 w/ J_ IF *r, (3) ROW5 OF (2) *4 e (o"OC, 24 j2 L D 4- 24� P 8 A� r TA lli�'LL L 3E.710N F F R OTAT F D Q. CT)ON E-E 'T -SECTION A -A 12 5CALL I' "'CALF SALE I' VIEV! H-H .11 l- 7' NOTE.: *4 VEFTl(-,ALr-, A"To Er" OMITTED FROM 5'%51 R ,)o 5 7 ALONG BUILD114G I_INIE� I �-) 0 " I LY L 5 -L A (10), 'm 5 G 8"O.C. E.W. TYPICAL 7x7' FOOTING �(:,ALE V- V m N _V (4j cy j 3'TYP =N, \--(7),- 5 C- 9 0. C. I-. W. TYPICAL (xG' F0r)TINr_, AT LOC'AT 101`41: c5ACALE C NOTE ' THE TOP OP FL(>0P ELEVt'j10,,,1 527'0P,33') IS TO MATCH THE TOP OF FLOOR ELE-W-71 ION OF THE EYISTIM'T —KEY 0 1-)" n r Alf L 3"TYP , 1- 9" L I TYPICAL 5'x5'FOOTING SCALE /'=J 0 z NOTES: / 1_3�?_"WIDEE -A1!/z"D_E7F_P KEY IIVF0071A,16 Q), Y2'0 A. B, COLUMN )4� 4-4 7 527 m r Pi 1. ALL COtICRETF TO BE 3000 R`:l ;� 2B Dj';y'7; AND CONTAIN ANTI -HYDRO ADDITIVE. 2. ALL REBAR"✓ -T'O BE GLADE 3. ALL FOOTIN-, ELEVATKY115 SHOVIN ON TH V_' r ARE AT THE TOP Or THE F031'11167'. SCALL &'=1' J-�l F0,"MTDAWRON 'PLREQ AN DESCRIPTION MATERIAL DIMENSION ITEM DWG. NO. MIRONDAC11,17CFACT-ORY 0 'OUTLEr CE NTEY"l David Kenny Route9• corge, IDRAWN ICHECKED DATE /0 3 ISCALE G//f*,)' )IJ Frank C. Hardick, P.E. SO. GLENS FA,LLS. NEW YORK Dwo. N 6 e 17, i1 1 !o ',e, ` _ _; - -- i f�-3 LfP2 5v5` - --- - U !. 1 83 130' 34 34' 17' 34' 7NOTE: *4 VERTI GALS AF Ki 0 BE � OMITTED FROM 5'X5' FOOTIHG5 ALONG gUiLDiNG LINEOF ONLY 17 Y { 5' . . • - —fir --- — 4) 3/4�A g 521` r A.B. 3.33 sXs , ELEV. N I , , , wa- ` 4.14a- i u f w 1 + cal by ( 4- �� -N P �• I .9 CA U 4'C 7v — -- y 52G.G7! I 7 (99.0') - - r EGty � - j `—KEY I j 526.67' - (99.01) I ELV dT -- ` —_ ` I - — JED J.5,5 i *3 C If O.C. E:W. *3 912"O.C. E.NL - - 7 r' TYR 3"TYP.� N 5 08" O.C. E.W. (10), g 5 0 8"O.0 E.W. _ x �J - ,� TYPICAL 7x7' FOOTING TYPICAL 5'x5' FOOTING Q SCALE /2 < I 5C1LE'/,.._+, N P2 ,, / Sir$' /V(—)7 e: :- - ..-=_ �: ---- o �•oor,%,t� � � � � � � ,�GT �.� rT�,�-:�.1 � .�') J' �G cJic�l�,J - . L©�.�'T'io�'✓� `�l�Y V.�,r'.�' F.�"7�,.� ' TY'�'rG,��� - Usk ! y 6 y 3� ---- 32 WIDE X I Zp DEEP KEY -00 riN� 527(39.3`} F1. TOP Or---- 1 COLUMN ' rLOOR - TO MAT III 4"x4" URETHANE • . , EXIST BLDG. F'L0')-: % ELEV. FEXPASIO!J JOl"1T—App'.1'ID i e io'` (4-) 3 A.$. z i € PERIMETER - " N . r - --%r f - - — -a 5 y— , '9 { I T O, 4. O.C. — -,\ f - - j - r- , 2 RIGID ' IN, ,� .T1O.i i , 3�� x1kz D° KEY �! x I1►=it = l j 5Z 7 c3A } nOM'. III I! - N m I t f - JT>J!' 5' , i r' . I 4 r1 t #�l X la" LC7 la" V.C. G Q � { WALL J _ "4 010 O.C. VER T --- .�- _-_ `� z I Ty, ELEY. 23' SNo lf/.V ' ! I _ 3�' 12 D.0 E.VJ. 12" - — -s "'TYil, � !/ 24 r :.-CTIO'; D` -D T YP'�AI_ - '----24" ,� N --3rTYP. N' NOTES: SrALF I';--V CI=CTION E-E TYr=" CAL EXTERIOR A'41 � ; : " C TE 0 400 P516?2B UYS AND t` Al L ca 1 R� r BE 3 r SCALEXem. I' - - - . CONTAIN ANTI -HYDRO ADDITIVE. -fI CONC. SLI.S ` 9" 2. ALL REBAPS TO BE GRADE (oo. rr1 F M`S �-C7j *5 C9" O.C. E.W. 3. ALL FOOTING ELEVATIO'45 SH0101 ON iTN)a -24,t�Qr_. _, _ .�" TYPICAL bx�' FOOTING ARE AT THE TOP Or 1"NE F00'1'ING. IZ —5a r— t s EV. (07 3�') —0' AT LOCATIO,. S : „� , 4 ---- � � i SCALE /z 1 I \Stlx7 x /" - 1'0. C. ~Q m ELEV. 525' . N } `4 x1S LG-@ 5 (i7.>>_y•l'l . y 12' WA L {0- VIEW H-N � a jI i 14' CECTIO`J E-E TYP F" _7t"iP4C AREA 71'LLL S TION C-C `/Pl'_Al, W I L tT B"-► ,� POCK, E i �_E IL ' f SCALE 12'- I' AODrO c;'--z )re,- wr icy; I� 34 " EXIT—�44"X '-�'DooR EXIT-- Q'44DOOR EXIT SIGN 8 DOOR 6 SIGN F FI REV(ALL 4%6'-9DOOR AIIIIIIII EXIT EXIT EXIT SIGN SIGN SIGN EXIT SIGN ALL DOORWAYS FROM MAIN — EMERGENCY HALLWAY TO TENANT SPACES LIGHT 7 ARE 12'WIDE Y,G'-8'' HIGH FIRE 3'-0"x (n'-8" DOORS .�- FIREWALL EXTINGUISHER � FIREWALL 34� - 34' e EXIT—'� 44Mx6 DOOR EXIT--'44"x6-8"DOOR EXIT SIGN --`*'�-44"x�-8'DOOR SIGN SIGN FIREWALL EXIT EXIT SIGN SIGN } FIREWALL J Q d- a N = EMERGENCY DOUBLE 3'-0" x z LIGHT (a'-S" DOORS A r -EXIT SIGN 0 FIRE EXTINGUISHERDOWN I I A ✓ HANDICAPPED RAMP ---------------- ---- rl ___- � PITCH 1712" �- EXIT SIGN EXIT SIGN "!",-EXIT SIGN EXIT SIGN � 44'xG'-8" DOOR 44" x (-8" DOOR-/ 70' _ 2470' _____ — MAIN HALLWAY -- -- SEE DRAWING B-635 FOR SECTION5 H-H,I-I,J-J,& K-K EXIT SIGN EXIT SIGN EXIT SIGN � � EXIT SIGN 44x k;-8" DOOR FIRE 44!x a-8"DOOR-� EXTINGUISHEP EXIT SIGN I —�-- DOOR 44"6-8K x " -t—�-J EMERGENCY -- - - - - - - - - �_ LIGHT FLOOR PLAN EXISTING SEE DWG. BUILDING B-518-i STANDING SEAM METAL. ROOF -PRE -FINISHED SCALE YU =I' "RIGID FOAM INSUL. (R-8.3) 130, EXIT SIGN 0 C, EXIT SIGN DOUBLE 3'-d' x r -8" DOORS i 4� H I'PINE FACT 0 0 24 NAI LE C5 x 6.7 CONTINU SOFFIT N 1 2x(D NAILS 1 L3ix3ix'/ J SECTION C-C SCALE '/z "= I' NOTE : NON FIREWALL PARTITIONS HAVE (1) LAYER OF Ys" TYPE'X" SHTRK EACH SIDE AND ARO)gD ROOF BEAM, �- W 18 x C5 BEAM ANGERS ' @$04 jjjryP I5/s"METAL STUDS 1' O.C. INSUL (R-19) METAL 2x6 RUNNER YHVAPOR BARRIER (2) LAYERS ;�,*SHTRK. TYPE "X" EACH SIDE: OF WALL AND AROUND BEAM I -METAL 2xG RUNNER W(v)(20 \�- I `-2XG METAL STUDS � OS -METAL 2%G RUNNER METAL 2x6 BOTTOM RUNNER i` SECTION D-D TYPICAL FIREWALL PARTITION SCALE %"- Y (2) LAYERS Y'SHTRK. TYPE 0X"-BASE LAYER TIED T6 COL. W/ 18GA, WIRE G 15"O.C. METAL CORNER BEADS DETAIL G TYP. INTERIOR COLUMN ENCASEMENT SCALE 1"- 1' METAL CORNER BEADS (2) LAYERS j SHTRK TYPE ' X' 2 x WOOD FILLWITH EXPANDABLE _ BLOCKING FOAM INSULtTIO`a 2,(6 WALL STUD EXTERIOR TYP EXTERIOR WALL AT COLUMN LOCATION' %a" TYPE "X" SHTRK. -(2) LAYLR5 WIRE HANGERSeE' O.C. / / 1 24 24" 24" 24• 24" 24" Z¢' ENCLOSING ALL. STRUCTURAL STEEL "F:G. (R-19) j % 1 — - -- { AT FIREWALL LOCATIONS - (1) LAYER. 0 4-9' REF 4=8_ / I AT NON-FIREWALL LOCATIONS P.T. 2 x(n_- I" PINE FACIA _ CONTINUOUS SOFFIT VENT- P.T. 2X10@24"0.C. 2x(p024"O.C. WIRE MESH 12" P.T. 2 x� I (a MIL VAPOR BARRIER - 3/g ROUGH SAWN - �— FIR PLYWOOD 2x10NAILER (3) 2 x'IZ BEAM W(D x 20 I"x4' PINE MOULDING CUNT, Z,G TOP PLATE P.T. 8%B WOOD COLUMNS AT 1Z' O.C. TYPICAL DOOR & WINDOW HEADER TREE" i Zx(o " -(3),2XG WITH Y PLYWOOD FILLER - 2 PLACE5 2XG TYPICAL EXTEPIOR WALL 1" PINE BOARD & BATTEN STAIN TYVEK a �n ''/z"EXT: PLYWOOD Q 2X6@ 24"O. C. (n" FG. IN5ULATION (R-19) ?I j 6 MIL POLY VAPOR BARRIER (2) LAYERS 5e" SHTRK. �12"O ANCHOR BOLTS AT WOOD TYPE "X' COLUMN LOCATIONS -12' O.C. , 4" 24 GA GA.LV. DRIP EDGE 3" ABOVE FINISHED C014CRETE ; P.T. 2x(o aWITH -- SILLSEAL I - --- 4'CONC. -4- SLOPE 1" r 8 CONC. 13LK. -(2), *4 CONT. @ 6! O.C. �� ►8" 5ECTIONA-A W � s'-ALE Y2'=1" SCALE 1"-1' / 1 - -- - ___ - -- Z-G METAL STUDS@ 24"O.C. � ! c r I 1 -4'r TYP al " METAL FURRING (2) LAYERS � SHTRK. i - CHANNELS�24 O.C. TIED ` y TYPE 'X" ,� MAIN NALLVIAY 23 -S REF INSIDE 4F YIALLC, TO ROOF JOISTS / Ia GA, WIRE TIES O 4' O.C. U5E 1 V8" METAL STUDS eCORNERS OF BEAM ADDITIONAL CHANNEL 54 ) R LONG MIDWAY BETWEEN s (1)LAYER `%BSHTRK MAIN CHANNELS AT JOINTS TYPE'X" IN SHTRK. I ----------- --- D SECTION E -E SECTION E-B TYPICAL INTERIOR SECTION AT FIREWALL SCALE 1"= I' SCALE %"=1` NOTES 1. ALL MAIN HALLWAY PARTITIONS ARE TO 2) LAYERS EE CONSTRUCTED AS F►REV✓A.LLS, t/� 5/arSHTRK W � FLOOR PLAINT& WALL DET)UL's 2 A 50 WIDE FIR: l..AtJE WILL 6E MAINTAINED TYPE 'X" , (1) LAYER AT ON THREE SIDES OF THE BUILDING , ~ REO DESCRIPTION MATERIAL DIMENSION ITEM DWG. NO. NON-FIREWALL LOCATIONS 'a ADIRONDACK � FACTORY. _ 3. THIS BUILDING CON-70RMS TO THE NEW YORK, STATE UNIFORM FIRE PREVENTION AND V ' • • • • • • 'Q�pFES�lON,gl • • BUILD)NG CODE, THE N.Y, STATE ENERGY � �r W(Px20 BEAM CONSERVATION CONSTRUCTION CODE, N 540 C• N.9R �h •• OUTLET CENTER R AND ANSI A117.1 ( PHYSICALLY 4Q� % IY METAL • ETAL STUDS HANDICAPPED). ; David fenny OaCO°HERS OF SEAM `� � • Route 7 ' • v' •.• �fr«F s%t%% •• Lake George, IDLY, 5ECTION F - F [CHECKED LB KALE l / KO pD DCORWAY,AgoNANvxaR?a ► Frank C. Hardick, P.E. REY DATE DE5CRIPTION _ SO. GLENS FALLS, NEW Y O R K Dwa. No' '.634771. a 4 S ®l _— #3 G IZ" O.C. E.W. - 3"TYP i 'c� v OTYP. N 3".TYP. N M 9 (10), "5 8„O.C. E.W. TYPICAL 7'x7'FOOTING AT LOCATIONS: 18 -C ,I SCALE %Z' - I' 20-C I 2(o -AC,AE,AG,AI,CA,EA,GA,IA, L 3' i • ��., ��"nr r ur �—(7)p @91 O.C. E.W, TYPICAL 6 xw FOOTING AT LOCATION✓ : 18- E.G SCALE %2% I' 20-AC,AE,AG,A,E,G,L ZZ-AC, AE,AG,AI,CA,EA,GA,IA,L 24 -AC, AE,AG, AI,CA,EA,GA,IA, L NOTE: *4 VERTICALS AFE TO BE OMITTED FROM 5',( 5' FOOTINGS ALONG 8UILDING LINEONLY � 5' "3 G 12"O.C. E:W in M` 3" TYF 9" r --(7),568"O.C. E.W. TYPICAL 5'x5' FOOTING AT LOCATIONS - K. -A,C,E,G,I ,K SCALE %"-I' 1T—F ; lb-A,F,K ; 19-F 20-AA,F,L,N ; 21-F ; 22-AA,F,N 23-F ; 24-AA,F,N ; 25-F 2(o-AA,F,N ; 27-F 28-AA,AC,AE,AG,AI ,CA,EA,GA,IA;L,N 3' WIDE x I!/Z*DEEP KEY € COLUMN CZ),%2o0 A.B. � z N .ih ELEV.521' (93.33' ) ----- --- -- -- • --_- aN I 9" TYPICAL FOOTING AT W5xI9 COLUMNS AT LOCATIONS - 16- 6,D,H,J SCALE Y I' . 17-A,K; 19-AK 20—A8,AD,AF,AH,M , 21—AA,N 23-AA,N ; 2-5-AA,N ; 27-AA ,N 28-AB, AD,AF,AH,BA,DA,1-A )HA JA,M NOTES 1.` ALL CONIC RETE TO BE 3000 P51 28 DAYS AND CONTAIN ANTI -HYDRO ADDITIVE. Z. ALL REBARS TO BE GRADE GO. 3. ALL FOOTING, ELEVATIONS SHOWN ON THIS MtlW)N , ARE Al- THF- TOP OF THE FOOTING. NOTE : THE TOP OF FLOOR ELEVATION 527`(99.3') SHOWN IS TO MATCH THE TOP OF FLOOR ELEVt7ION OF THE EXISTING BUILDING. SO.- GLENS FALLS 340' BUILDING C13 tC2 1C1 AN AG C26 7, C1 AE CZ AD (SEE DVIG. B-64 FOR SECT. 8-8) 130' i, T r. C25 w6 x 20 t - - - - --- - 4 C26 / ' ZZ K4 � C26 22 K4 - — — — — I — 4 '� 22 K.4 W4 x13 ®I �, N _ — - .101ST5 — JOISTS m — — - --- J _ �4O.C. o w 1 C17 C18 C19 ' C19 CIB I C17 C1(o C25 o �r C25 C (a 1 ! NEW i Q c' _o j I r BUILDING S o r ( CONNECTION TO EXISTINs 6UILDING BY 0`aINER �4 REBARS 17� BLDG. B l „ " 13'-9° BLDG [A I " " 1T-(� l7-b _ 17-� 12 ,�_ .� EXISTING 17 � y BUILDING VIEW D-D TYPICAL BRACING BEARING PLATES FOR V110x22 PKAM5 L J T B A REFERENCE DNIGS. LOCATIONS: .SCALE %g"=1' (22 REQUIRED -2 SCALEIV-I' N , € 3j' i, 24 _ 35 — 35 F-45-2-1 ,F-454-2, BLDG. LINE 2A BAYS AA -AB, AD-AE,AG-AH, M-N FOR BLDr LINES 17 TO 27) 12 35 F-455 F-456, • � BLDG. LINE 28 BAYS:AA-AB,AE-AF,AI-BA,EA-FA,IA-JA, 164, F-d57, F-451-1 M-N 46' ----- ---- -- ----- ----- - - - - — F-452-1 BLDG. LINE BAYS: 1(0-17, 19-20 BUILDING �A . � BLDG. LINE BAYS: le -17 , 19 -20 Ci C2 AC AB - _ - ---- 14" -- a - - - �} C2 N c-� o j G4 , i C2 C6 C7 0 — - ch • C9 0 C10- —PEAK- I N C28 C12 C1 A (SEE. DW6. B-614 FOR, A) SECT, A -A) a BASE PLATE TYPE I (SEE D,. B-Cb1- FOR SECT; B-B) PLAN - STRUCTURAL .STEEL SCALE '!(, Clo C7 C8 co C10 C11 C12 C13 C14 C15 Cln C17 i C18 Ci° C20 C21 C22 C23 C?4 C25 C26 COLUMN C} C2 C3 C 4 C5 i i OCL ' I I v - m X i j - -- - --co i o TOP OF Wb x20 B'~AM ' ELEY. 538.29 (i 10.h3) c0 `° cti °� °Q , m X I cc z m ON x _ - » ao .�� r x x I ! i 3 co cn'' -- f - sn - - TOP OF FINISHED FLOOR o - ? ;- --L -- - _ - — --- -- --- - - - ELEV.527'(99.3') A. JI- 4-5/V 4_ 4 -I 0 4- 4-5/8�. 4- ��" 2 f ¢ / " ' I % 2b"-II-z ANCHOR BOITS 4-%a"6' �102-�"�4-V8"O4-�"� - SEE 'NOTE EI ll- ]YSEE (NUMBER DIAMETER) OF BASE PLATE NOTE NOTE "4-�"N 14 " " 1150,,15' "" x "'r°x M "%I ' '414"34' xx z5z° 1'xl5mx" x15TYPE X1' 9"x9"x%2nI}4x14xf "4b'I-" jWXWlV 9"xY2 " PLATE S�E 1414 /Z gxx! 14 14'x/" 15x15X1BA 14"x14"xY4"1/8 15"x 15"x 1" (LENGTH x.WIDTH xTHICKNESS) „ 0 0-4 to-0" 0+-4" 11' 1 " 5" 1%� 11'-1% " 11-1%SE �O DISTANCE FROM. EOTTOF lb 0'4 G-0� 0-4 BASE E TO TOP CJF FLOOR NOTE :THE E'r13FS OF CO:_UN'1:5 Cb , C9, AND C12 TIE TO VIG,t20 BEAMS. THE SCALE IYs l' J BASE PLATE TYPE II SCALE 11 (BOLTED OR WELDED) STEEL COL. NOTES BONDING PLATE TO - COL. 8 SQ. IN. MIN. WIPE TO BE COPPER #4 AWG (BARE I STRANDED) CAN BE INSTALLED ON INTERIOR COLUMNS WITH ENGINEERS APPROVAL. u FOOTING �� Irl�r� o � n!`l11-111 CLAMP li MIN, ro s solL CONTACT 5/a0 COPPER CLAD STEEL ROD 10' LONE GROUND DETAIL ((o REQUIRED a 20-E,20-G, 22-GA,22-EA,22-CA,22-AI) NO 5CALE o 0 BASE PLATE TYPE _DI SCALE 1&-V 14" 7 coy. ki ti v� j 5 %" N 11 ' o a i BASE PLATE TYPE IY SCALE Wd' 1. SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 2. STEEL ROOF ,FOISTS ARE TO HAVE EXTENDED ENDS. _ S0. GLENS FALLS, NEW YORK 'owa.No SO. GLENS i FALLS, NEW YORK Dwa. No,. _ + rI r` N EXIT SIGN 44% (o -8' DOOR I] 34 -- i EXIT ---4�44x(o-�' � R EXIT-� `4, 4-8"DOOR EXIT SIGN D00 " SIGN SIGN FIREWALL [-1 EXIT EXIT EXIT SIGN / SIGN SIGN o \\1— ALL DOORWAYS FROM MAIN EXIT SIGN EMERGENCY HALLWAY TO TENANT SPACES C LIGHT ARE 12'WIDE x (0'-6 HIGH EXIT SIGN FIRE DOUBLE 3'-O"x lob-8" DOORS FIREWALL EXTINGU15HER I FIREWALL 0 ll04' EXIT SIGN EXIT SIGN `-EXIT SIGN 44 x o - 8 DOOR ----- -- - 70 24'---- --- +,M�AIHALLWAY EXIT SIGN EXIT SIGN EXIT SIGN 44'x4o'-8" DOOR FIRE EXTINGUISHER Ifl EXIT SIGN I DOOR 447x (o'-8" k -1--� J --- - - — - - � EMERGENCY ---- - - - _ LIGHT FLOOR PLAN STANDING SEAM METAL _ ROOF - PRE -FINISHED I"RIGID FOAM INSUL. (R-8,3) WIRE HANGERSO& O.C. G" F.G. (R -19) `�'� -----_ 4-9"..REF--- ---------�-8" ----- --- -- ---- - RT- 2 x(o — - I" PINE FACIA CONTINUOUS SOFFIT VENT —� P.T.2x1024O.C, 2xG024"O.0 - P.T 2xWIRE MESH " /o MIL VAPOR BARRIER t2 (o - 3/s ROUGH SAWN - - x 6'-&OOR EXIT ---� 44-8�DOOR E)(IT--A44"x(-8"DOOR EXIT SIGN SIGN I SIGN FIREWALL EXIT r EXIT I SIGN SIGN FIREWALL EMERGEN7Z� YDOUBLE 3'-01' x z LIGHT to 8 DOORS A a �...,EXIT SIGN FIRE EXTINGUISHER A _--- — jHANDICAPPED RAMP I PITCH 10/12" EXIT SIGN - 44° x (;-8" DOOR ----- - 70' -- -- --- -- - ---- EXIT SIGN 44"x (o'-8"DOOR-� K EXISTING SEE DWG. BUILDING B-51 -1 SCALE/A; -I* 5EE DRAWING 8-635 FOR SECTION5 H-H,I-I,J-J,& K-K FIR PLYWOOD 2xIONAILER "TYP (3) 2 x 12 BEAM WG x 20 • I"x4" PINE MOULDING CONT. 2xio TOP PLATE P.T. 8x8 WOOD COLU MNS AT 12' O.C. TYPICAL DOOR 8 WINDOW HEADER " METAL FURRING (2) LAYERS V SHTRK. 2x(p CHANNELSeY O.C. TIED C3),Zxln WITH Xi "PLYWOOD. TYPE 'X• TO ROOF JOISTS `"/ 18 GA. --- FILLER -2 PLACES 1"METAL STUDS WiRET1E5@4'O.C. USE { 2G I &CORNERS OF BEAM ADDITIONAL CHANNEL 54 X" TYPICAL EXTERIORWALL � LONG MID'W!►Y BETWEEN (1) LAYER 9b SHTRK MAIN CHANNELS AT JOINTS 1' PINE BOARD & I =� TYPE X M BATTEN - STAIN ` 1 CL I f- EXIT SIGN TW F 44" x a-8x DOOR IN 4� H I" PINE FACIA 2 x4 NAILER C5 x 6.7 J CONTINUOUS SOFFIT VENT I WOOD BLOCKING 1 2x(o NAILER L3%x3'tx'�a - 0 G EXIT SIGN I DOUBLE 3'-0" x d-8" DOORS VU i MAIN HALLWAY 23'-5" REF INSIDE OF WALLS saw—— TYVEK Y2 EXT. PLYWOOD '1I SECTION E-E SECTION 8 TYPICAL INTERIOR SECTION AT FIREWALL 2x� ca 24"o c. Cx SCALE 1- I NOTES (o" FG. INSULATION (R-19) 1. ALL MAIN HALLWAY PARTITIONS ARE TO (o MIL POLY 4 BE CONSTRUCTED AS FIREWALL`, I VAPOR BARRIER (2) LAYERS %" SHTRK 2. A 50 WIDE FIRELANE WILL K MAINTAINED ' (7) LAYERS 3A SHTRK. TYPE "X' (1) LAYER AT ON TNRF-E SIDES OF THE BUILDING. i'0 ANCHOR BOLTS AT WOOD " • TYPE X NON-FIREWALL LOCATIONS 3 THIS BUILDING CONFORMS TO THE NEW YORK jCOLUMN LOCATIONS-12'0.C., 4" 24GA GALY. DRIPEDG STATE UNIFORM FIRE PREVENTION AND 3" ABOVE FINISHED CONCRETE P.T 2x(OE WITH i W(ox2o BEAM I.DING CODE, THE N.Y. STATE ENERGY( CODE) CONSTRUCTIONSION ODE' CONSERVATION j SILLSEAL AND D - ' -- - - - — -- -e"2 ----- -------- - ---- - L 4" CONC. SLOPE 1" @CORNERS OF BEAM co \` 8" CONIC. 13LK. - —(2)," 4 CONT @(o" O.C. ti! 5ECTION F - F SCALE I'= I' w "=t" SECTION A -A ' 5CALE '1 j NOTE' W#4 Fft PARTITI©MS HAYS L1iJU OF V TYPE "X" 514tAK EACH SIDE AND AftftW ROOF BEAM. W I8 x65 BEAM " - - .24" - - -WIRE.rR 1 �ii" METAL STUDS W IRE HANGERS @ 8 4. 2xlo RUNk @ 24"O.C. METAL 2x(� � ' 6" FF FG. INSUL (R-19) WIRE MESH (2) LAYERS VSNIR1{. --- MIL POLY VAPOR BARRIER TYPE 'X" EACH I SIDE OF WALL 8 AMMD SEE 5ECTION A -A FOR TYPICAL EXTERIOR WALL 9 v 0 � oc v -o TOP OF FLOOR SECTION C-C SCALE �D W'S�65 J --METAL 2x6 RUNNER � VY(nx 20 2 xG METAL STUDS 24" 4.C, - METAL 2x/v RUNNER METAL 2x6 BOTTOM RUNNER i SECTION D- D TYPICAL FIREWALL PARTITION SCALE "-1' (2) LAYERSpSHTRK. TYPE 'X"-BASE LAYER TIED TO COL. `"/ 1186A. WIRE 0 VO.C. M€TAL CORt�LR BEADS DETAI L G TYP. INTER! CO„MN ENCA5EMENT - t METAL CORNER SEAD5 '2) LAYERS !"SHTRK. TYPE "X' 2 x W400 SLOCK04G LL W ITH EXPANDABLE )AM INSULATION 2,(o WALL STUD EXTERIOR TYP EXTERIOR WALL AT COLUMN LOCATION 1' SCALE -10 Z /g TYPE'XN SHTRK. -(2) LAYERS 24" 24" 2¢" 4" 24' 24"ENCLOSING ALL STRUCTURAL STEEL. - AT FIREWALL LOCATIONS - (1) LAYER AT NON-FIREWALL LOCATIONS. 6 C eA 24 METAL STUDS* 21�O.C. \ I JI SC a RA TOWN OF QUEENSBURY RECEIVED j MAR 2 4 1989 BLDG. & CODE DEPT. 5�OIL, o*W 1 • = ----- - -- - --- - f 5 �� ONN XVIG ff Dpse i/ PLAN a�cQ O tRtNT10N MATERIAL : c��+s+ owe. . _ • ' t . • ESSION • .:' ABU$ 100 co E A! '7' %A Z get, �FTHis lb 0 E S�A�E . • � DRAWN Ls cm6cKco frank C. Mardict, 1>tA. 3C1L�RhNY , AGC><O NANDICAPPl� l /M/89 MOYED D CAME REV. DATE DESCRIPTION SO. GLENS FALLS, NEW YORK _ j , F PREPARED BY HARDIC117, ASSOCIATES fl _ TOWN OF QUEENSBURY BUILDING 11CO ES DEP . R ;/6i.:: ED BY DATE Z FILE COPY ,5-1%5 FA i Ul N � 1 C L) 101 1 m W N' ol) 7 — .. �i 1 ' 129 I LArHO,v,V vL JVI,t -Hr%Vv;l7L ` k-r.,/5y,M.Li. Z I - LZ' IN I tfiSJ7) ) ELEV. j8a PERIMETER �,� ----� + ELEV. 2 (x ' - _� p N i - l 3�O I a 24 ) _ aAsF-MD41T AREA , (2),4C� lio O.C. • I s� 1 y (d( 1 I to 2 RIGID FOAMS J - -� - -- -- ; + --- -- -- - --- — - , -- - i (N�1ILATIO�J N a w.--- - - - ` KEY 3a Itt=1I s ELEV.521' 3r xl.lp� K I EXIST- i = I - ,� C Itl _ � �.' -IZ' . TOP OF ', --, N' � ,� ;:�t�CiEU EA..KF"ILL , w � --�- (93.3_ ) EXISTING-, 515.&4 5f5.t3. 7 , ,,, _ n G l El oo' , ELEV (3), 5 COPJT b O.C. , 1 , , -, I I ��817) M. p 1 _- ---- --- 1 E�l1,LDl1+C24 527'(99.3') 0.. UNDISTURBED T ELEV ELEV " ' I c,Jp�RAv o= "/ . �' N i F00T ING3 '( Lae 10 O.C. - AL - - • 1771 _ ^ 09 ,T 2 44 o 10 O.G. I w 17.6 72 17 (o T i - 17-� ,�— - -- # r - TYPICAL FOOTING AT W5x19 CO -LIMNS D C B Q 4� 1� O.C. VENT. z N G F E �.. 3 AT LOCATIONS: 16- 6,D,H,J SCALE Y2"- I' L gK J :2ti 3, 35 N Ty P ELEV. 52i' N M 12 _-35 3. -- ; . ` . • p 3 ic, n 17-AK ;' 19=A,K.` _ _ -- - 14 16 I1 Rid (93,3) 3.12 O.C. E.W. 0 I 20-AB,AD,AF, AH,M 21-AA, N ' 4l0 14,4 • �— _-+�. I.c. • — � - � - 23 -AAN;27-AA 'N , 2-5 ----- TYP 28-AB, AD,AF,AH,BA,DA,FA,HA,JA,M 4'. N - PLAN -FOOTING & PIER LOCATION SCALE 2 i2 , `i-rTION D -D TYFICAL {' cv; 3 TYP . SCALE I"=1' SECTION E-E TYPICAL EXTERIOR YrALL �, 1. ALL CONCP,ETE TO BE 3000 PS128 DAYS AND -- _ o9� _ CONTAIN ANTI HYDRO ADDITIVE. ELEV 5�7 C,,.,,. SCALE 1'= I' ; SLAB : ` 9" 2, ALL. REBARS ` T4 BE,GRADE �•lJ. ' CONC .., � -� 1 /n (o W29 t W2.9 •T5 5HOVN O. THiS D=WJ1111 IRE (7),5 @9 O.0E.W, . h�� " ARE AT THE TOO OF THE FOOTING. 45 1 �-xd� 16OC. =� = TYPICAL 6 x rn FOOTING .. " �. t �• " 5. I ELEV, 525' -0 - „= 1 (3), 4 x 81 LONG O.C. *4@ 10 O.C. ABOVE AT LOCAT10,1„ . I3 E ,G SCALE /z �- �1 la- (37.33') -%" _ ! 12 a2p FOOTING ONLY m ,. . � 29 AC,AE,AG,A,E,G,L - M M n n ZZ-AC,AE,AG,AI CA EA GA IA,L � ,1 „ + 24" C3) 4 x48 LONG�'�oO.C. - - - p 5 x7 X ,1 R �* , , �`---; -{-►." • �, o; , . • � 24-AC,AE,AG,AI,CA,EA,GA,IA,L w # � - � � ELEV. 525}0 N 4 @ I6 O. C. VERT, �- ,� • y ' r - (2), 4 >< I$ LG.@ 5 C97.33� _y Q w - t�---_'�- _ 12". COMPACTED BACY,FILL i2� U�ALL 11 1 ' �. NI ' _ WALL - ;- ELEV. 521' 1 n� OR IJ14D;STURB- ) in CI(o CONNECTION TO EXISTING � RUILD1% BY 011NER i 'CIS , C17 i CIG I � 1 C13 cz C1 2 C1 C2 C1 C2 C1 A (SEE D% AI QN AG AF AE AD AC AB � sgEcr A ¢ C (SEE DWG. B-614 - FOR SECT. B-B) .." C2 1 (SEE DVr,.13-614 - - -- ---- - - ---- FOR SECT B-B) � ¢ 130' P C25 wr x2a ,� �- W4703 Q oa °o rn x 2 m , co _0 >to j d4 REBAR'' ' i ELDG. C EXISTING � 11a A BUILDING VIEW D-D TYPICAL BRACING BEARING PLATES FOR MO-&22 KAMS o �; a 35' REFERENCE DWGS. LOCATION5 : SCALE Xo" =1' (22 REQUIRED - 2 EACH SCALE Ilia= I' A� F-453-1 ,F-45d Z, 0 - F-455, F-456, BLDG. LII�tE 20 BAYS AA-AE AD AG-AH, M-N FOR ELDS. LINES 17 TO Z7) - m � BLDG. LINE 28 BAYS: AA -AB, AE-AF, AI - BA,EA- FA, IA-JA, i F-457, F-451-1 I _ _ ; F-452-I M-N=- C 0 L U M N 5 C N D U L COLUMN C1 C2 _ C3 C4 a C� Cb I C7 I r �8 C9 C10 C1� C12 C13 C1 . r C15 ( C1� ! C17 ; Ci8 I O C1, C20 C21 C22 C2„ C24 C25 C26 ' I c i ty.1 TOP OF W6x20 BEAM, ELEY 538.29'C 110.63') I co cc o Q co Q, rn 'I co �e X ITT � rn x x co m z mON m X K to x x w I X a0 l cn c0 x x ro y `• K m - K x X co K to c0 � 00 x S % OC x 00 x u� TOP OF FINISHED FLOOD +iG- _ . :-cam T .S (99.3') ELEV. 527' I I i ! BOLTS 4 2 4- " Q c/ 4- ! 4 -/ead 2-/z� 4-Y•�ANCHOR -zd 14- d 4III a 4I1-I 4 ,4-IY/a xd 4-�e d 2II% "d (NUMBER DAMET I2 TYPE OF SASE PLATE SEE I . II * SEE NOTENOTE 1 INOTE BASE PLATE SIZE n r a i4x14x/ n a 9xgxy ., n 9x9x! n m 3 a 14x14x/ " u u 15x15x1 , , a 14x14x% . „\ r "I 15 x15x1 ! ,. . V" 14x14xrq C� a 15 xl�x1 `�� a . a 15x15x1 g a i� 15x15x1 . ..( • a .� t 15x15x1 ; ° x9x/ a . �.r. . I� ,,, a �. (14x14z;� Qx9x1lz.;_'(14x3/ a . u 15x15X1 M ■ a 15x15x1. a a 15-1 xi ii n n 9x9x%2 r . it 14x14x?o' w s a. 14x14x3/ I a 9x9xY; e�A (LENG? N x WIDTH x TN ICYN�. i 1 DISTANCE FROM BOTT.01= � r , , a o-0 � � ., � 11-1� ,, , 6 0 a 0-4 �' -,, 1a-0 N { 0- � r 6-0 � 0-4. � � �� to-0 4 a U-4 i Sp 11-1�5 1 , N" Io-0; , , , , u � s/■ b-0 to-0 11-1;8 i sr 11-1/ � ra 11-1/ r 5a 11-1� a 1i-lea 1 . �a fi-1/a , a b BASF �TOTOPC?F KLOOR-O 1 ( BOLTED OR WELDED) STEEL COL. BONDING PLATE TO NOTES S COL. 8 SCE. IN MIN. WIRE TO BE COPPER #4 AWG (BARE 1. SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ' STRANDED) CAN BE INSTALLED ON ENGINEER FOR APPROVAL PRIOR TO, FABRICATION. INTERIOR COLUl"INS WITH ENGINEERS APPROVAL. 2.5TEEL ROOP JOIt STS ARE TO HAVE EXTENDED ENDS. {--� FOOTING IL CLAMP 1?'MIN, o ° SOIL CONTACT �5 aa 0 COPPER CLAD STEEL ROD 10' LONG — GROUND DETAIL (6 REQUIRED C 20-E 20-G 22-GA 22-EA 22-CA 22-AI) NO SCALE _ . . • � ROFESSIOPIq� • . _ .� �� C' NA?per ��� • JLJ C E ', �. Q . w a/ B NOTE Tk�E BASES Or COLUMP S CG,C9, AND C12 T1E70 VI x20 BEAM. THE CONNECTION AT THE BASE IS BY THE FABRICATOR AND SUBJECT TO APPROVAL BY THE ENG)NEER. Sr11RUCv1[TUTAPL EQ DESCRIPTION MATERIAL DIMENSION ITEM DWG. NO. • oQ�c�EFSSlQ�Iq� F� .. T T V nET CENTER Ak A • d9 x David Senn E > , ' 43042 Route 9 � � ME Lake Geor&, i NONY.' ••...• DRAWN LS CHECKED DATE Ip-3 SCALE $NOwN Frank C. Harditk, P.E. � 4}< S0: GLENS FALLS, NEW YORK CWO.NO ' _ NOTES 1. FOR WINDOW AND IDOOR HEADER SEE DRAWING B-G344. 77- 7— EXIT SIGN "EXI T -SIGN N EXIT SIGN EXIT SIG n n STANDING SEAM METAL ROOF -PRE -FINISHED I"RIGIDFOAM IN5UL.(P WIRE HANG ERSee F.G. (R - 1�) 4- 9' REF 4!-8 P.T. 2YI(o 10 PINE FACIA CONTINUOUS SOFFIT VENT- P.T.2-10 e Z4"O.C, 2 (0 0 24"0. r_ )t I I r i P.T '2 x (b l 12 'ROUGH WIRE V=cH 6 MIL- VA;:;);� EARRIER 31,3 SAWN FIR 'PLYWOOD 2xlONAILER tl. 3) 2 x 12 BEAM W(o x 20 t PINE MOULDING CONT Z,(o TOP PLATE P.T SxB WOOD COLUMNS __----AT 12' O.C. TYPICAL DOOR& WINDOW HEADER ----(3),2x(o " WITH Y2PLY"/lOr)D FILLER, - 2 PLACES 2x6 TYPICAL EXTERIOR WAIL I' PINE 139Z�Dl & BATTEH 5 TAIN TYVF_K o 2 "EXT. PLrKOOD Q' _2x(b02,f*O.C. Lj 6' FG. IN51JLATfO,`4 (o MIL POLY o VAPOR BARPTR a LAYERS 5/,51 5 4T R K. OD Y2 0 ANCHOR BOLTS AT WOOD TYPE -X' M LOCATIONS-12'0,C_ 4' COLUI N LOC 4-1 24GA G�,LY DRIP EDGE T _p .ETE CONCRETE ABOVE FINISHED COINC PT 2x6 I?- WITH 4 'CONC. SLOPEV xf 8"CONC. E�_K-_ (2) 04 CONT. @ SECTION A -A. SCALE A Xx 64 DOOR 24 34 B L DOOR EXIT SIGN 4404-8r DOOR 4-ex DOOR EX EXIT---* IT SIGN SIGN FIREWALL FIREWALL' EMERGENCY LIGHT 7p, t EXIT 516N --*'o 44%(O-e DOOR r- %f it e 101 lk I TI,\ I EXISTING SEE DY/G. BUILDING B-518-1 SCALE Yx,, 4 Typ v \\--METAL FURRING 2)LAYERS Ve'5HTRK. 7 FYPE #X" CHANNU_Sf_'l'24'OC. TIEE 10 ROOF JOISTS wl 18 &A WIRE TIES e 4"O.C. U5E METAL STUDS ADDITIONAL CHANNEL 1554 e CORNERS OF BEAM LONG MIDWAY BETWEEN (I) LAYER %,"SHTIRK I'lAIN CHANNELS AT JOIN T\/DF7'Y" INSHTRK. EXIT EXIT F SIGN SIGN c 0) cr EXIT SIGN EXIT SIGN DOUBLE 3'-0'x EXIT SIGN 6'-011 DOORS A DOUBLE 3'-dxd-9D0OR5 FIRE EXTING _rUISHER A4 SEE DRAWING E3 - 6 35 F6R SECTIONS H-Hj-I,J-3,&K-K I'PINE FACI, 2 x4 NAI LF_ c5y 67 CONTINU SOFFIT V WOOD BLO( 2x(o NAILE SECTION C-C, SCALE Yw!-- I' NOTE FIREWALL PARTITIONS HAVE (1) LAYER 0 Ye F " TYPE 'X * SHTP K EACH SIDE AND AROTID r ROOF REAM W 18 x (n5 BEAM 08/"METAL STUDS Ox. . —METAL 2x6 RUNNER INSMJL(R-19) SH Y VAPOR BARRIER �(2) LAYERS ;ASHTRK TYPE 'X" EACH SIDE OF WALL AND AROUND BEAM METAL 2,6 RUNNER 1!5: yy(ox 20 2x(O METAL STUDS 01 METAL 2,(C- RUNNER METAL 2xG BOTTOM RUNNER -SECTION D- D TYPICAL FIREWALL PARTITION SCALE Yz"- V DETAIL 6, TYP INTERIOR (2) LAYERS 1'SHTPK TYPE 'X' FILLWiTI-I EXPANDABLE - FOAM IN5UI_fTIO`l II LAYERS Ye 5HTRK. PE 'X" -BASE LAYER .D TO COL. w/ 18 GA. RE 9 )5"O.C. METAL CORNER BEADS' .COLUMN ENCASEMENT . SCALE )'-I' METAL CORNER BEADS 2- x WOOD BLOCKING ;57 2x6 WALL STUD 4-1- D SECTION F -E SECTION E-8 TYPICAL INTERIOR 5ECTION AT FIREWALL 'SCALE 1*= It SCALE !,41"= NOTES 1. ALL MAIN HALLWAY PARTITIONS ARE TO BE CONSTRUCTED AS FIREWALIL. (2) LAYERS W; 3HTRK Lu FLOOR P1 AN& IIALL DES ARUI - TYPE "X* (1) LAYER AT 2. A 50' WIDE. FIRELANE WILL BE MAINTtMED DESCRIPTION MATERIAL DIMENSION ITEM DWG. NO. ON THREE SIDES OF' THE B01DING, NON-171PIWA"LL LOCATIONS 3. THIS BUILDING, CONFORMS TO TPE NEW YOIK K STATE"IRONDACI FACIMIRY UNIFORM FIRE PREVLNT)U4 AND PUILD).N& CODE,_THE N.Y STATL ElIEFGY OUTLET CIEN W(P)ckO BEAM CONISERYATION CONSTRUCTION CODE 11 AND ANSI A1171 PHYSICALLY i %/" METALS TIUDS HANDICAPPED). -David-j�enny- GCORNERS 07 BEAM 4 304.3047. RoUte 9 42 Ge Uke or -N*Yo see a's 4, 0 -r.AT. SECTION F F CRECXED DRAWN Ls SCALE 10 SCALE I'- It L Frank C. Hardick, P.El 3V.,%3LCrl3 FALLS, NEW IVKr% Dwa. No. Ax