Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PEC17-0010_S102_1508779479.pdf
ti6k1 CIF 4t1/4049V1515 FTWNOFVAILUSE irc 47 PEC APPROVED 5/22/2017 12:00:00 AM ® 0 0 • • EEA ID AA A B O D © ® O GI © O O © ® O ® © L J / 100'-0" / I I I I I I I I I 28-0" 10'-0" / / / / 8'-0" 4'-0" 4'-0" 8'-0" 3'-9 1/2" 4'-2 1/2" 8'-0" 8'-0" 4'-0" 4'-0" / 0 4'-0" 4'-0" 4'-0" 2'-0" 2'-0" 4'-0" 4'-0" 4'-0" / 4'-0" 4'-0" 2'-0" / 2'-0" 2'-0" 2'-0" / lel t / 7 WALL ABOVE I I I I I I IREI I I RE: RCHOVE EXISTING FRAfING REMOVE EXISTING FRAMI�G t t 1 REMOVE EXISTING FRAMING II p FRA,MING WALL ABOVE 1 I I I RE:ARCH I I // RE:IRCH I 0 \ \ _i___H . Hr. _ E C' x15.3108'-11" � - - _ 4 d_____ \ \ 0 (EL10x15_3(108'-11"L d _ _ -I- -I q (2) 1 L. 7-------1 (2)-12"V.L. (2)-12"V.L. (2)-12"V.L. J I i 0 6 i = 1 �; ;�; 1 L h h , = 1 1 (2)-12"V.L. ' i (2)-12"V.L. I o wp -CUT IMIFLOOR TO SUPPORT ;:; I I I I I u •. .O = Y ' u- 4"CONCRETE SLAB •. '• Z o Arch itectu re I n c 0 \ .... ,. ,.. ....► :.... oI 0 4 4 ••►• ,: :•. •.•, ••►•� w w • :111 : (2)-12"V.L. l(2) 12"V.L.I • - • ......�.. 1 3/4"X 11 7/8"V.L_ ►�.•• w •••• I •• '! ♦•►• �. ••�••�••a►•• AT i�c•� Q ��.►0i •i55�i5��ii�7•�• iiiZ55ii.65���♦ ILiLII .�����. ,�:� :�:� :� N �Mi V) p Z W6X20 I ••►� �� is : H. w 1- WA •; 3 •,'; '; \ :y. o ¢ / REINFORC EXISTING JOIST I OWNER ;•;�;•;� 3 $;� PROVIDE 4"CONCRETE S_AB— ;� :�:; c�� ¢ •�•�'�' '�'% .0$. REINFORCED WITH#4 AT 1'0" �� w 3 3/4"T&G PLYWOOD � z �© I L j I WITH 1 3/4" 9 1/4 V.L.AT © I 3 v ;�;� ;� SS4X4X1/4 STB ��� z kil ¢ o ¢ W6X20 \ 1'-4"FOR D CK I '!•!�'.! ;.,_; COLUMN TYPICAL !; EACH WAY ON W6X20 BEAMS - !; I \ IS300 z S300 I S300 J7 LOCATIONS) I (WITH SOLID STEEL SHIMS TO »: (E1C10x15.3(108' 11") : w > 6' ' ARCHITECT 4240 ARCHITECTURE o ( EXISTING STEEL BEAM BELOW :;: iN:; w �_ x ° - I ] ] 4 3507 RINGSBY CT.STUITE 117 `� N FOR NEW FIREPLACE ;:; 6N�; rn o w w1 1 1 PROVIDE 4"CONCRETE SLAB 6' DENVER,CO 80216 M .'. I (E)2X10 :y►.' ,� x I w 1 3/4"XI9 1/4 V.L.AT Rc w w W6X20 I •�• S300 :•0'.� z v x E = REINFORCED WITH 5 AT 1'-0" UP ONLY +I�' ALPINE ENGINEERING.INC. AT 1'4"O.C. :•�'• o w - S300 1'4"FCR DECK =----- 5 Lt, .5 UP 1 4,::$ UP ONLY6 .:t.o• Ca o z I ;� _ N�; /� EACH WAY AT MID H IGHT ENGINEER 34510 HIGHWAY 6 UNIT A-9 ~� /�\ I EDWARDS, CO 81632 coONLY •O► :•�_ 0 Ci- Li- '•, w w I nanrrnrr �, CO a o W6X20 I == (E1W10x11.5(108' 11") N: NEW(4) 9 1/ "VL(CONT OU - - �I - - - - - '��� I SHERRY DORWARD © o I ARCHITECT P.O. BOX 3766 °x° ¢ _' HSS4X4X1/4 FIREPLACE . �'��' w ¢ I 0 w• O° 0 3 ; `�� 7I ' ^ I 1 m REINFORCE E�CISTING BEA 1 `• J NAIL,CO 81658 o X m X m SUPPORT WITH 3/4"X10"X(' 10" : / \ z STEEL BASEPLATE WITH �j �!•! '•./N U ONLY Q 3 CCD W TH W 4X14 ITH 1-4"OF TREINFORCE EXISTING BEAM :• ., � PROVIDIII L4X4X1/20 WELDED w Q3 x NVMONROE NEWELL w F-X (4)-1/2"0X3"EPDXY ANCHORS o / PROVICE 1/4"X5"TOP PLATE, ~�; TO EXIS IMG COLUMN FROM CO. 1/4"FILL T W LD EACH EN ENGINEER 70 BENCHMARK RD.SUITE 204 ZA �� (E)C10x15 w a w W6X20 III 1/4"X7"WEB PLATE EACH SIDE, (E)2X110 SECOND'LEVEL TO FIRST LEVEL o �� 1 - UP ONLY AND 1 1/2"AT 1'-0"STAGGERED J AVON,CO 81620 AND W74X14 TO BOTTOM FLAN 3 AT 1'-4"O.C. I AND FIRST LEVEL TO BASEMENT _ PROVID 1l ' STEEL SIDE PLATS I (108' 11") v a o o w J = w _ S300 WELDEC TEXISTING COLUMN FROM N DMCE ENGINEERING _ _ ECUNL L�����t/�///tL I U FiRSTZEVE_ ENGINEER 5737 6TH AVE. - A - - z CV44- -Q-5.— r N °° Cl- c� .► ®., ` c° - - - (E)2X10 - - - 6 a� „�1- —x-.-7 z " IL I z " IL 1— AT 1'-4"O.C. PROVIDE L4X4X1/20 W LDED chi I I I I AND FIRST LEVEL TO BASEMENT I I I I I I LAKEWOOD,CO 80214 6A EELOW I NEWHSS4X4X1/2 w o `- � I •- w �b 1- ' w ' NEW ABOVE ' o -""--(9TO EXISTING COLUMN FROM ABOVE � � � IVIS xX � vo v ED xXJvo HSS4X4X1/2 _EI 2 I I o . w = o_ z p o w = a 1- z SECOND LEVEL TO FIRST LEVEL zl- r w m Q w m Q AND FIRST LEVEL TO BASEMENT - 9 I J j W6 COLUMN B LOW-REINFORCED 0 w w o I� N N 0 w w m " w q I �I S300 o UP ONLY WITH 3/8"STEEL PLATE(2 SIDES) 0 0 0 o w 0 0 0 Q o w TS3X3X3/16 (4)-2X6 T3X3X3/16- x SECOND LEVEL TJ FIRST LEVEL z p x w ¢ z p x w ABOVE L _ ;, LUPIN U, ��� 0 Xfil \ �X ,._,•••••••••„•••••••,•••••••,• AND FIRST LEVEL.TO BASEMENT a m w a m li LUW 1 u�1 NEW(5) 1 3/4"X 91/4"VEL. I ;.;. , M������--������••4444444��• (E)W14x45(109'3") I (E)W14X26(10-3") � - 7 NEW(5) 1 3/4"X 91/4"V.L. PROV DE L4X4X1/ 0 WELDED o Ill- iii •' _ N ;�;� TS3X3 • 0 TSSX3X3/16 REMOVE REMOVE REMOVE TS3X3X3/16 ABOVE �� 7 (4)2X6 I TO EXISTING COLUMN FROM •••• ► w = TS3X3X3/16 W6 COLUMN BELOW-REINFORCIED REMOVE EXISTING I �� COLUMN UP 4 UP ONLY SECOND LEVEL TO FIRST LEVEL .••• BELOW w w ABOVE v 1TS3X3X3/16 I E 2 2X10 I TS3X3X3/16 1 /1-rj!i• j v .40i o z v NEW w w ABOVE ( )( ) ABOVE ABOVE WITH 3/8”STEEL PLATE(2 SIDES) COLUMN ABOVE w - ll I ] ](1%) ) .300 AND FIRST EV BASEMENT �, �:�: > - -I o oHSS4X4X1/2 w w oz SECOND LEVEL TO FIRST LEVE_ I E 2X40 AT rn - 8 ':': m x ABOVE ¢ I AND FIRST LEVEL TO BASEMENT PROVIDE NEW 1/ 1'4"ASSUMED 1 r :;: - • d o Z(N - - N5 'I m w - - 1 . 1 - -1 - - 1E41O9-45/8 - - - I - - HSS4X4X1/2 - I o I - - ' - , / + 5 Cs YA N • m X m ¢ o t I- NEW COLUMN N i / / / 2 S300 j I o ,_ 'n •• 7 " v I I I 1 U P ONLY-Nin - - _� Lo p¢wp X m I I N N I (VERIFY) I I ul ' I :.• ~ wx zoo - Mk x � � 9 j:;: ; ao w Q � I w w U E 2X10 �ROVII5EC4�i N o •••• o d _ co 1- X ( • S300 1 x •;•; - W a x < v 1 I I Alc 1'-4"O.C. I I I TO EXISTING COLUMN FROM (E)2X10 AT �, (ST ;:;: v • X p UP ONLY w w s SECOND L=VEL TO FIRST LEVEL 1'-4"ASSUMED S300 •�.� o CD wLI, ¢ 0 p o REMOVE EXISTING COLUMN I 'Air AND FIRST LEVEL TO BASEMEN I q O Cu- pp Lt � I- z I - �.•. N _ , w ' o off < ABOVE AND PROVIDE I1� I j 6' * w I- LU s- to Z >< LU 1 I I I I I HSS4X4X1/2 NEW COLUMN I w ••�• ¢ ' cC - -PROVIDE L4X4X1/ DE I - 10 •O• . W6 COLUMN BELOW-RE NFORCED J ¢ .t.t _ REMOVE EXISTING COLUMN W6 COLUM BELOW-REINFOR ED TS3X3 3/16 w w 5 TO EXISTING COLUMN FROM vIMMEMED ❖: �-- I 1 WITH 3/8"STEEL PLATE(2 SIDES) I w m .. ABOVE AND PROVIDE I I .;.; WITH 3/8"STEEL PLATE(2 SIDE ) I, 2' SECOND LEVEL TO FIRST LEVEL ABOVE cn 1 S30o SECOND LEVEL T FIRST LEVEL S , HSS4X4X1/2 NEW COLUMN SECOND LE EL TO FIRST LEVE �( / TS3X3X3116 o -(4)-2X6 xo AND FIRST LEVEL O BASEMENT j q ;•;• • II I AND FIRST LEVEL TO BASEMENT I z I a O ❖: AND FIRST LEVEL TO BASEME BELOW COLUMN UP (4)2X6 I •• (E)W14x30 (E)W12X14 UP ONLY 1 1 •: d�•d:! ._ � .�.�.! .!�.! .�.`-'.: I I I I I COLUMN .;. ,rte (109' 3") (109'3") w.� NEW(5Z}1 3/4"X 91/4"V.L. \i UP .. 1 �;�; TS3X3X1/4 �; o _ - ' •••• '. >2 HSS4X4X1/4 FIR PLACE TS3X3X3/1 N O•. ABOVE '' >-`'z.,-,-; xI 1 NEW(5)-1 3/4"X 9 1/4"V.L. I 10 O 9 :❖ ;'A co-.±; `� I SUPPORT WITH 3/4"X10"X0'-10" I REMOVE EXISTING CJLUMN I .. . o n PROVIDE L4X4X1/"1� WE.DED UP ONLY I o •a '' - STEEL BASEPLAtE WITH 3 ABOVE AND PROVIDE •••• ': w- TO EXISTING COLUMN FROM1 L _o . (4)-1/2"0X3"EPO Y ANCHORS HSS4X4X1/2 NEW CC_UMN SECOND LEVEL TO FIRST _EVEL v '� :•:• •, 1=1 •••••••••••••t••••••••; ' I I I AND FIRST LEVEL ITO BASEMENT ` 4 I 1 1 ® - - ` I� '•'! - - - - `!•!•!•!•!•!'i•'-•!•!•!••,•�' - PROVIDE 4"CONCRETE SLAB - - - - - - � - - - - - - - - - - - ':'•� ❖+' REINFORCED WITH#5 AT 1'0" o �� 7 :aa' � c ) 1- -1 \ -1 -1 1r, -1 1 1 .1_ ] 1— ] -1 W �—, .•••O� ,;.y EACH WAY AT MID HEIGHT E 2X10 o •iii' ►iii AT 1'-4" .C. w I 1 I I I ----+- 0 W co N I _ I o I o I I I ..... I : X x TS3X W - •••••••4 32d• CUTIN FL00 TO SUPPORT c c' I 1 4a o ce O N : �;�;�; 4"CONCRET SLAB v BELOW (V :❖i' ►:❖ w w (E)W10x11.5 (109'-3") 1 I I I I I 1 :44 k:::' 1 I — I I �. l 0 CO N (E1C10x15.3 i•�0�0�/ �p:�i V i•�'•' - '�•4••'' - - - 1 O %- 1'7. -H -I-- -- ❖4 / M-; /cam 'o'"t �;•;..�� S300 _ ® t rttO��Yr ��� CO � s 91/2"VL ;•; EXISTIN FRAMEING • p 0 ... ►.. rn I iiit -1 -1 -1 16 -1— -1 ____\___ �, ii hj� I i0•i AT 1'4° •ili•i Ii I c —Iz:.• ••• ••• ••�• J TO REMAIN CIO -1 -1 . ,...... „, 'A 4 '••••4*V (--) 0 / 0•i J 'v. 4+:444 --\ I I 1 I 1 I I ,Y N I !iii i•�•�� I I - I �•�:�� �•�•�.�•� I �/ o • J �MM ,✓ N W \ :00: / it (E)(2)- X10 ��•••* ��•�•���•; pOj.� �.�.;: UP ONLY ► ONLY TS3X3X3116 '.�,•• �.❖,!.� PROVIDE L4X4X'/2 WELDED :❖:•....:-..dS::.............................. .......... ABOVE UP ;��:.........................:�::::�� ` TO EXISTING GO�U N�RIIM I 14 M a a ! N �:00••••:0:000•••••O:••O:••O!��••O:•••O:•••••••••••:���:••••••.•••••4�►�� •�u:0i'D0000.0•i•D000Oi•OOODOOOOOOi..... 3/4”TONGUE AND GROOVE _ _ _ ..................................... ............. (Emil ONLY ►O••❖.0.000.❖.•0.•0.00•.0❖.•.0.00.0❖•O• LOOR-SHEATHING �— - - - I — � SECOND LEVEL TO FIRST LEVEL w 01NLY ....._.< O lb (109 3") ` 1ND FIRST LEVEL TO BASEMENT - •PEN = M (E)4"CONC ETE SLAB 2X8 AT 1'4" TS3X3X3/16 O w 1 k' WITH#5 AT '-0"ON < ALTERNATE WITH DE K SUPPORT ABOVEI U j I I I I I `' 1 CENTER EACH WAY I b I iJ I N = TS3X3 TS3X3 x - - - . \ \ BELO \ W j__,_, (2) 4X16— (?) 4X10 6E1=121_ - - (3) 1 3/4X 91/d VL �� - NCO _ 4X10 At)ER) L r-1 r ■ I I I <v I I (2)-4X10 I J IJ Q 1 + % AT 1'X9 1/4"VL o /�� II Ali W I I." ^ STUB COLUMN 1'4" S OPIVG4 T _ ■ NEW, �I$X35 I I I I (SLOPING)) r J �� ► ■ (2) 9 1/4"V.L. N F 16 5 . I 14 1 I SS4X4X1/4 I UP ONLY w I ABOVE Ak S300 ��Q REINFORCE EXISTING BEAM = 3 0 3 NEW 3/4"1 X 9 1/4"VL AT '-4" ¢ WITH WT4X14 /VI1 H 1'-4"OF S300 I / COORDINATE WITH DECK SUPPORT I mI I I I I I i I _ N_1 4 1/4"FILLET WE LD EACH END AND 1 1/2"AT I'0' STAGGERED _, 1 W I I I H 4 4 -1 4 -1-----J- - -- CI PROVIDE 4"CONCRETE 1 [L SLAB REINFORCEEb WITH - #5 AT 1'-0"EACH AY x m i 7,J- IAT IAT MID HEIGHT I 3 1 1 w 1 1 �mnil 1 UP ONLYWELD T TOP •� 1 4 -1 1 � I/4 4 -1 18 14 IOF STEEL BEAM I I I I W>- S300 CUTIN FLOOR TO S PPORT 1 LU LU PROVIDE L4X4X1120 WELDED b 4"CONCRETE SLAB 1 N> TO EXISTING COLUMN FROM I ■ VI/►X20 I ' I UP ONLY N QI SECOND LEVEL TO FIRST LIEVEL U4 OILY i• :+:4:+:41+:+:4:+i+i+i4il:+:4:4:+:+i�:+:+i+i!i!i�.:4;+i+i+i+i!i!i�i!• 4 w ., CO4 AND FIRST LEVE TO BASEMENT 4 E • NE (6)-1 3/4"X 91/4"VL :; '• •' 19 I :• / i 4, 7,J- / / . I 'iii• I O- 9 3/4"X 91/4"V ;•: '.: ' ( )- 1 3/4"X 91/4"VL r • :•.o.•.......•.............. ...•......0 w 2X10 AT 1'4" UP ONLY 2X10 /UP ONJY -1 ] 1 1 1 UP-ONI�Y- 20 �AT1'4" ALTERNATE WITH DECK SUPPORT b w c m o co N V >< I I REMOVE EXISTING • • • • ' FRAMING AS REQUIRED (5�-9 1/2"V.L. � 10 IQ I I I I L (2) L5 31/2X1/2(LLH) 5 14 \\ I 2"T NGUE AND WITH O 4X4 AT 4'0"(RE: ROH) 4 GR VE DECKIN WITH 190 t�ULTS Ai 2 0 S300 \\\ 0 - I `\ (4)-9 1/2"IV.L.'CONTIN000S)I Q SECOND FLOOR FRAMING PLAN o (2) ,1X8 o \\ X o I 1 X I I ,tet 1/4"=1'-0° N \�`i N 0 4, 1 X4 N I' -I \ \ 0 I ` AT28 4t \\ c - \ (2)-4X8 ,' NOTE: `\ ,' 03 FOR CONSTRUCTION 2017-09-07 1. VERIFY ALL EXISTING FRAMING INCLUDING JOIST SIZE AND SPACING, I \\\ r'. 02 PERMIT REVISIONS 2017-08-25 STEEL OR WOOD BEAM SIZES AND LOCATIONS,COLUMN SIZES AND LOCATIONS. `._ _/' 01 BUILDING PERMIT ISSUE 2017-07-19 2. IF JOIST AND BEAM REINFORCING DONE FROM ABOVE,PROVIDE NEW 3/4"T&G fi 4 2"TONGUE AND GLOVE D CKING PROJECT NO.: 10663 PLYWOOD FLOOR SHEATHING. I SECOND FLOOR FRAMING PLAN