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HomeMy WebLinkAboutDRB16-0479_S3_1478909228.pdf " OFIP4 ti; '1141 ,1111 In i x IS -ir 40 Lt. --1111201 liAj DRB APPROVED 11/3/2016 12:00:00 AM N 1 +� v �, \ , ) y`rSQ+ .> e�`��`+ ySS�+ y`rSV 0.? \�`�t` z 0 0 57 c N Ui D �2 D��� ~ `� c� �`� 0 I. _ — 54�� — O Z Iii 3 N HSS4x4x3/s D c �� (N) HSS4x4x/s ( ) TOWERS TO BE CLAD IN TOWERS TO BE CLAD IN - 0 '- MCNICHOLS QUALITY WIRE X�� cp X 3 e X \, MCNICHOLS QUALITY WIRE X X 3 X z c MESH OR EQUIV., TYP. . 4-__ vrlic - .t \ \ MESH OR EQUIV., TYP. H 1- X \, � N� O N LnN 0 (>80% OPEN) cy�2 (>80% OPEN) i cn (r) cn � iCl) vi p CO Cr) (i) C/) \ \\Sc� (/) n �`_ _ _ = _ _N � 15 >c;<3 z z FIELD VERIFY CONFLICTS z z z % ) FIELD VERIFY CONFLICTS AT NEW COL. LOCATIONS. AT NEW COL. LOCATIONS. CONTACT ENGR TO o- / �. CONTACT ENGR TO \\<, REVIEW. L v o > n REVIEW. N �rHSS3x3xY4 RIMTYP. (N) HSS3x3xY4 RIM, TYP.\ \ �/' ,/ j IX+ � � 3061 Sgs \ �+ (N) HSS3x3xY4 p(+ p�+ (N) " 0.C. xta. \ \�c�`O �c�� sc�`� 'Z' C�? 18" 0.C. ' d o 4,1 DETAIL SUBJECT TO \ \\ 1 1 �� '®� ®®���, �c`° 1 1 FINDINGS 0 DEMO \ ���'� �,�. (5) L6x3/2x/4x0' 4 w/ N J N (1)-Y2"0x3" LAG @ 48" O.C. TOP & BOT. VERIFY (N) ROOF HEIGHT w/ ARCH. (5) CONC. SLAB, O C) C I J K 06/28/16 DECK, & JOISTS STANDING SEAM METAL ROOF PER ARCH. w/ akSEE PLAN SNOW CLIPS (NOT SHOWN) T.O. (E) CONC. ° 1 ) NORTH - - - - Iil STAIR ROOF FRAMING PLANS SCALE: 1 /4" = 1 '-0" - _ / III 1141o,,r // \\ �r ,,,.,,. — — // 1u // \\\\ // X 3�sr, 1„ PLAN NOTES FOR NEW FRAMING: (5) STL. BM. PER PLAN _ I TUBE STL. RAFTER PER PLAN 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ LEDGER PER PLAN w/ 2. ALL POSTS ARE LABELED AT THE TOP. L A 3/4"95x3" LAGS © 12" O.C. 3. ALL METAL DECKING TO BE VULCRAFT 1.5618 OR EQUIV., TYP. V r 2 ( \ (1)-Y2"0 THRU-BOLT (E) G.L. PER PLAN 4. ALL METAL ROOFS TO HAVE RT300 SNOW GUARDS © 2'-0 x2'-0 O.C. OR LESS, TYP. (N) L6x3Y2x3/sx0'-6 w/ ...-- 17671 \ 5. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). (2)-Y2"ox3" LAGS © 24" 6" I T O.C. IN ADDITION TO (E) 4 SCALE: 3/4" = 1'-0" S3 / / / I / A / / / \\111 /L3x3x/4 \ (E) r0 / , E 4 Li / / / ANGLE HANGER �� / TO BELOW / \\ ' ''o/ / � a „�� (E) W14x30 (SLOPING) / I (E) W14 34 (55'-47/8) A��S N TUBE STL. PURLINS PER PLAN / / / I I \\S\ �� r / I z,-; / I \ \6J c� / / \ i= wr TUBE STL. BM. PER PLAN / / / (N) HSS 4Y2 x 4Y2 x 3/8 I (N) HSS 4Y2 x 4Y2 x 3/s o / (N) HSS 4Y2 x 4Y2 x 3/8 I (N) HSS 4Y2 x 4Y2 x 3/8 �T \ CO I / / I --7+(---r T STL PLATE: Y4 x6 x0 -9Y2 w/ STL PLATE: Y4 x6 x0 -9Y2 Fill \ 11 1 (2)-5/8"0x4" EXP. ANCH's �I N w/ (4)-5/8"0x3" LAGS INTO / / �I N \ / 4110 SCALE: 3/4” = V-0" O (WELDED TO BOT. OF HSS), EXSTG. G.L. (WELDED TO BOT. F�� / TYP. �I_ OF HSS), TYP. cd N HSS 4Yx4Yx3/ ^ `� (N) HSS 4Yx4Yx3/ ^ '� (N) HSS 4Yx4Yx3/ .',' r / I O 2 2 s / w 3 2 2 8 2 2 8 / �� I I _ (E) W14x26 (55'-5/8)I L (N) HSS 4Y2 x 4Y2 x 3/ // �7 / ��� / �� /19 r TI F (5) 5.8x27 G.L. (E) 5.8x27 G.L. I- (5) 5%8x27 G.L. —PI- (E) 5%8x27 G.L. / / MEMBER SIZES VARY 0 THI COL. APPEARS TO HAVE +7tx ti ' I O I / L / / TUBE STL. BM. SIM. INCREASE CAP & N REMOVED DURING A �\ / Stx+ SSA (N) HSS 4Y2 x 4Y2 x 3/s I CONT. �° r, w/ //STL PLATE: Y4x6 0 -9Y2 / PER PLAN BASE h'_'s ACCORDINGLY SS.6 (N) C4 4.5 ���G' +5/ / _ FES/COL RENOVATION. +1 - I S (WELDED TO BOT.P F HSS) /// CONTACT E GR. DURING DEMO J STL PLATE: Y4"x6"x0' 9Y2 w/ 111:Nc - STL PLATE. .4»x6"x0'-9Y2 / / // TO DETERMINE BM. & COL. /� _, r SIZES & LO ATIONS IN THIS - I (2)-5/8"0x4" EXP. ANCH's / ^ I w/ (4)-5/8 0x3 LAGS INTO ® �J' L J ( EXSTG. G.L. (WELDED TO BOT. w / 1 4" \ AREA. (DETAILS & CONNECTIONS ° (N) HSS4�4x3/s (WELDED TO BOT. OF HSS) SII OF HSS) / V/ // CD SUBJECT Td CHANGE) �� / (N) HSS 4Y2 x 4Y2 x 3/s0 I CONT. // �1+��' /� o� (5) 1 x 7 �I� x 7 —T II //// 1 TUBE STL. COL. '// ���� 5/8 2 G.L. �I J (5) 5/8 2 G L J / // PER PLAN ��j ',D\j/ Nin c�S�� c,��p�� / / / CONTACT ENGR w/ WALL /4/ �`? © X �1 > `T�' I // THICKNESS FOR RQD. / p�+ 4 LN / / SADDLE 4 / // G _� c� v ® ///I \ EQ. EQ. S3 // O) M ~ (N) HSS4.4x3/s / / / \ / /,G U) p / N) HSS3x3xY4 @ //// \\\\ a �(E) CONC. WALL / = 18' 0.C. / / \\\\ / • / (N) HSS3x3xY4 RIM, TYP. / < 7 \ \ I �� / ` / / /\ \ \ \ \ \ \ \ SCALE: 3/4" = V-0" jc/�� (N) HSS3x3x5/�s 2 \ \ \ \ 0 / ,�' , / / \ \N N \ ///// (N) HSS44x3/s S3 / \ \ \ \ c-D . / O/ LOW ROOF (SEE SHEET S2 'Art' - _ / ��'J A N\N 2 y- s / / / / /4. / FOR INFO.) p�+ / SS O / A \ / / �//// -Zg,� v � � v+ / v v //// / / \ \ / �1 `, v v / +� N N / / / \ V (N) HSS4x4 /s / / / / / Nu y ��� FIELD VERIFY CONFLICTS / <\N<\ �ry - - _ - 2 AT NEW COL. LOCATIONS. 7 \ \ SOLAR '} - - y CONTACT ENGR TO / / \ \ J' REVIEW. PANEL BY S ) J, / \\\\ OTHERS -2- f / \ \ / vp a`" 1 / vv / / / designed by JMO/TDH / / \ \ vvvv drawn by NJR \/\ / TDH CONT. TUBE STL. PER / / / > �/ checked by CONT. TUBE STL. PER PLAN (ATTACH TO GL's PLAN (ATTACH TO GL's PER PLAN OR WELD TO / / / / issued PER PLAN OR WELD TO EXSTG. STL. BRACKETS //// EXSTG. STL. BRACKETS) . . ) / / // CDs/PERMIT 01 /21 /16 /1 CDs/PERMIT2 02/19/16 �� (5) STL. BRACKETS \ I B� O D F c /// / I O REVISED 04/01 /16 / / (5) STL. BM. w/ I / / REVISED 05/10/16 WOOD NAILER / // I\ ASI #2 OUTDOOR POOL (5) G.L. BM. NORTH / / (E) STL. ANGLES \1 PER PLAN ENTRY R O O E E R A M I N G PLAN SCALE: 1 /4" = 1 �-0„ ,111111iigll� / / pql�, / / 05/13/16 (E) STL. BM. 1 \ / / REVISED 06/28/16 PLAN NOTES FOR NEW FRAMING: /�// ELI /1 N � (E) CON C. COL. a 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ /// sheet 04 1 2. ALL POSTS ARE LABELED AT THE TOP. / // 3. ALL METAL DECKING TO BE VULCRAFT 1.5B18 OR EQUIV., TYP., U.N.O. / / 0 SCALE: 3/4" = V-0» / / 4. ALL METAL ROOFS TO HAVE RT300 SNOW GUARDS INSTALLED ® 2 -0 x 2 -0 O.C. OR LESS, TYP. / j 0 5. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). //// (� )) \/\ / \ \ / \ ` JOB #1510- 16