Loading...
HomeMy WebLinkAboutPEC17-0010_S101_1508779477.pdf .kkl CIF I/4/ ia 4 FTWNoFVAILUSE -1120)1111:r PEC APPROVED 5/22/2017 12:00:00 AM ® ID m • • EEA 0 M A B O D © ® O CI © O O © ® O ® © L J 100'-0" / I I I I / I I I I I I I I i 28-0" 10'-0" / / „ „ „ I „ „ „ / 8'-0" 4'0" 4'0" 8 0 / 3 9 1/2 4' 2 1/2" 8-0 8-0 / 4 0" - 4-0 / 4 0 f, 40" / 4'0" / 2'0" 2-0 - 4-0 / 4 0 4-0 / 4 0" / 4 0" 2'0" / 2 0 / 2 0 / 2'-0" / ,le dle _ _ _ _ _ I I I I I I I I I I I I I I I I 1 ii I / L4X X3/8 X CONTINUOUS STONE / I I 1 I I I I SUPPORT WITH 3/4"0 X 5"(EMBED)- I I I I I I I I 0 \ \ 6 —L S001 -3/4"FL�01 SHEATHING - , EPC}XY ANCHOR AT 2'�" - - _ - - _ - - - - - 2X4 AT 1'-4"(MAXIMUM) / I I I I I \ : \ 0 I WOOD ST I D FRAMING I I I I I ° FULL WIDTH CONCRETE WALL/ - - - - - - - - - - - r �r �� ° - o o -1 I- WITH 1/2" LYWOOD I- - - I- I T 7 ° r , v FOOTING WITH(3)-#5 TOP AND \c/F. _-q SHEATHIN (TYPICAL) ♦-♦-..♦-c ♦-♦-..♦-♦-♦-♦-♦-. ° - I BOTTOM AND(2)SETS#5 AT 1'-0" I •:yW:••':•�►••:•:•••:•♦• I I '♦•+•:' [ :;•::�:� ::•:":��::�:�:�: Q \ I a �. ♦ ♦♦004♦ ♦.--s♦ ♦.---�♦♦♦: ° HORIZONTAL AND#5 ATI-0"VERTICAL �� .;•aZS•0.• 04 y.:'' .•. • • •••♦• r �`' .. . . � —� �I.$444 _ ° / ////// '� ° 424o Architecture Inc © BOTTAM OF WALLS 95'-6" 'o: �'s :: : �� ►-♦ ♦ `►� — ♦� r:4�. ° I - - 'a S TOP OF WALL EL.=100'0" ;;�:;;.;.�D. ,p• . 40 ;', 2X10 AT 1'4" °I I I I I I O I ° ° I I I 0 PROVIDE#4 DOWELS AT 2'-0"DRILLED , I ;'y�:;:•,�;::.t':;♦�••:4'� I I 1/ I :; I I O I OWNER TOP AND BOTTOM IN EXISTING WALL / I i:0�:♦�i�y'�i'�"•' O' i' ' ' ?!�++!:�:!:��,:!- i ititiMitif LVERIFYEXISTINGSTEMIWALL I I I I I I L - - _ TO RECEIVE NEW WINDOWS i ARCHITECT 4240 ARCHITECTURE / IF EXISTING WALL NOTWORKABLEI I - II I - I - - 4 3507 RINGSBY CT.STUITE 117 PROVIDE 2X6 AT 1'4'SttttUDS WITH DENVER,CO 80216 I / I I I I PROVIDE NEW INFILL I I I I I II DOUBLE 2X6 TOP PLATE AND(2)-2X6 / FRA v11NG TO SUPPORT I +v ALPINE ENGINEERING.INC. // FULL HEIGHT EACH EN (TYPICAL ALL o �/ AROUND)PROVIDE L3 X1/4 WITH NEVA ENTRY DOORS v I ENGINEER 34510 HIGHWAY 6 UNIT A 9 1/2"O EXPANSION ANCHOR AT 2'0"TO I I I I I I I I I I ` EDWARDS, CO 81632 I _ _ _ _ _ SUPPORT STONE AS R�QUIRED. ----1 :1 —L ___j_ ___j_ ___j_ ___j_ 1 ..""" 3766 I I I I I I I I I I 1 1 © ARCHITECT VAIL, ' P.O.' X 81658 I / I I VERIFY EXISTING FRAMING THIS AREA \ / MONROE NEWELL `' I- - - - - - IF REQUIRED PROVIDE NEW FOOTING a q I ENGINEER 70 BENCHMARK RD.SUITE 204 WALL AND WOOD FRAMING. I I I I I I I I I I AVON,CO 81620 Z N� .♦4.4... - .- RE:NOTES BELOW • 4 4 -1 —\-I- 4 - 4 - 44411 1 - 4 ° ♦4444... ••••♦♦••♦•♦♦•♦•• - - - - - - - - - 6 ENGINEER 5M3 E 6NH IAV ERING ........ N — — — I •♦♦♦•♦•♦♦•♦♦•♦♦♦ _ ••••••••W••• 444.4♦♦ 6A I . I I I I I I I I I I I I ILAKEWOOD,CO 80214 /� :i:i:i:i lif I I I I I I1 2\ •�•4.4•�'�•i•�•4 I VERIFY E CI STI NG COLUMNS o- I •'•'•'•'•'❖id 100'0„ 7 (VERIFY) I I I I I I I I I TO BE MINIMUM OF(3)-2X6 I INT. I I I I I •.O ° I - I I I 1 11 1 ° I iii: 1 1 - - - - (OR)REPACE(TYPICAL) �v �I v O i - I I I I I I I I I I I I � I I I 0 - ` j - ° -� - - - -� - - -I - - - - - 11■ - - - 1111i1rn �- 2X4 AT 1'4"(MAXIMU I —� '-' 1 WOOD STUD FRAMIN WITH 1/2"PLYWOOD� I I I I I I I I I IIMIIlha . I I I I I I I I I I I I I ♦••• ° - - - 4 8 v SHEATHING(TYPICAf) 1 p444444444 • ..... ..44. ••••• I I I I I I I I I I I I i4♦444♦444♦ I I I I I 1 YA - - tet :.: - - - - - - - - - - - - - - - - - - - - - - - -1jIII i, /11f/ii, T_ 0►♦•♦•QQQ ° I� I I I I I I I I I I FULL WIDTH CONCRET I !'�'�'�'�'�7 I I I I I 1 ir WALL/FOOTING WITH I _ _ _ _ \ \ _ _ _ _ _ I_ (3)#5 TOP AND BOTT M AND 4 ° 11141_1 i 9 I I I I I I I I I Z (2)SETS#5 AT 1'-0"H�RIZONTALI a I I I 1 I I AND#5 AT 1'-0"VERT CAL I / o I BOTTOM OF WALL ElNT' _=95-6" ° 8 I v I a, TOP OF WALL EL._ 00'0" I O I PROVIDE#4 DOWEiS AT 2'-0" I I 4 . , DRILLED TOP AND OTTOM 1 o - - 11141r1414rp‘ 4 - 4 - I I - 4 - 4 4 I �I 10 lIN EXISTING WALL 1 k �♦♦♦i♦ � I I I I I I B I I I II k .4444; I I I I 1 I I Ik k 4♦♦ ;k viii$ 3/4"TONGUE AND GROVE PLYWOOD v a ON WOOD SLEEPERS AT 1'4" 410 - - - - - - - - - - - - I _ I I I I I I I I I 1 I ' _\__ _ k. 4.444•" RE:ARCH. -1 J __ _ J ._ _1 _.] , 0 > I ° I I I I I 1 ///////////. //// ///////// ///' /////�////// I 1- � I / / I o L I ° / / \ _ oz„ - I d I - /,� I - - I - - 1 - -1 - - I - - - - 1 /- - - - 1 - - I I ` - _1 _1 _1 _1 _1 _1 REMOVE TOP F EXISTING °Ig I ® ` i♦• " 'i'i'i'i'i'i♦i♦i'i'i'i'i'i'i♦i'i♦i'i♦i'i'i'i♦i i♦i'i'i'i'i'i'i'i Fr. - % 1 _ \ % FOUNDATIC) V'A_L AS REQUIR D I L�I ! . ,.......... ............ 44.4444.. r---- �,,,,,� L17 . : 4444444444 .4444.44444. 4444444. . ....................... •. ....... • • •••••••••• •••••••••••• ••••••• / I 0 I I - I 1 W CO N 1 I '' ,'7,',4. 4• ....♦ 44444.44♦.♦♦444♦4 : ♦4444♦ 444♦ 44♦444♦4♦♦♦♦♦♦4444 . 4.4.44 • 44♦4♦4♦♦444•4♦4♦♦♦♦♦444 ♦ 4444♦♦• W r k ♦ •♦4♦4♦4♦♦♦4 .4♦444♦♦♦♦4♦• •♦♦444.4 il q , k ;4;x;4;4;4 4;4;4;444;4;4;4;.;.;.;.;4*:.*:.*:4; :4;4;4;4;4;4;4 / 4 / / }. L r ��I k 4..:•:•:•: :.:.:.:.:.:...:.:.:.:.:.:.�.�.�.:.�.:.:.:.:. .4.4.4.4.•.♦.♦ - . , PROVIDE 8"X 4'-C'C RADE BEAM WITH O 0 :.:11:4: — — — — — — •:4.:.:.♦ii♦: / I I I E-i ,j ° I I / ° , / (2)-#5 TOP AN 60 TOM,#5 AT 1- " I / 1 p CO • N I • I >kvx.-Ytrx'xx �I"I� ni�7c�c�c�cn. 1 _ /. _ " _ _ _ _ _ / — — — — I HORIZONTAL ND VERTICAL. DR LL 4" '° yyoo y � / 1 a / AND-EFUXY FIZJNTAL REIIVF 4/ (M LO = I I I I I /I I I 0 Ell - I I REMOVE TOP OF EXISTING _ 1 / INTO EXISTING VIA_LS. / o Z � FOUNDATION WA L / / / �I 1/ AS REQUIRED _ I _ LP,:P.o' , I (--) 0 = mI [_ II 411/A I - ,I / I 1 / \ ] ] -1 — J 1 J CO 3/4"FLOOR SHEATHING r ` l — ] 1 -I N I M �/�� ° / / NOTE:EXISTING OLUMNS TO BE REINFORCED Ir 0 0 I / I 1 1 1 I - ����` �` - -1 - - /- - - - - - - -7---- ° - / FROM 2"BELOW ECOND FLOOR BE M TO4" 0 / r• 2X10 AT 1'4" �`���`�����`� �� / / ABOVE FIRST FL OR AND RE:S102 F R LOCATIONS = I CO o L4X4X3/8 X CONTINU US STONE 1 ° / °r I e; SUPPORT WITH 3/4"fb X 5"(EMBED) I / �/ I EPDXY ANCHOR AT '-0" DRILL'4"AND EPDXY HORIZONTAL I / 1 //////i//////////////////// �/ / //i // //// REIN ORCING INTO EXISTING _ - 3/4"FL DOR SHEATHING I _ j _ - - - -_ ` I GEMMED ® \ \ - - - - - - - - - FOUNDATION (TYPICAL) - - - - ° - ° ° - 0 = - ° ° I I LL _ I I I I I I I I VERIFY EXISTING CONSTRUCTION f y] I I I I I ' 1 T X10 AT 1'-4' 1 V I A r J� - - I ° I t° AND PROVIDE CONCRETE SLAB ON °d / VERIdY SUITABILITY OF EXISTING , / I �L ° - ° - J I GRADE OF WOOD FRAMING TO MATCH. I b z7J- CO I FOUNbATION WALL FOR NEW a ° 2' 0"WIDE X I'0" OOTING \ �I' ° ° 1 4 I I° I I I I I I y I I I I A I I I WITH(3)-#5 X CONTINUOUS CONSTRUCTION REPLACE �� IN 1 I (96'-0") S001 RE: 1/00_01 /� \7 - ---1r - - - - - _8"CONCRETE WALL REIN-ORCED WITH /�\ I I 1 1 ° 1 1 1 I I I. I I 1 ] ] -1 ] ] ] -1 ii-e- 1 \ f 16 (2)-#5 OP,#5 ATV-4"HORIZONTAL AND - P' 0"WIDE X 1'0"FOOTING I II #5 AT�' 0"X VERTICA INTO FOOTING , - WITH(3) #5 X CONTINUOUS I I I ° a I -:. PROPERTY LINE [100'6'I] - 96 0) I I �' 1 I a 8"CONCRETE WALL REINFORCED WITH ,� 1 I I I I I I 2 - - / (2)-#5 TOP,#5 AT 1'-4"HORIZONTAL AND i I S001 _ ° _ I ° T #5 AT 1'-0"X VERTICAL INTO FOOTING \ 0 I ' � ' [100.-61 I I .A' _.....- .-" \ 40:•••:•:+:4 W*8: ] ''' ' 77r I ] l 41, l ] ] ] ] -1 -- 1 ] ] -1 1 l ---\\--- 1 1 8 I --] '4 ' \\_ - - - - J 'I J I I I I II Ii - - / ------- NOTE:FIRST FLOOR FRAMING TO REMAIN \ I° ° I I I I I °I UNLESS SHOWN OTHERWISE ' ° - °° , - a - - ° °- /AI 4AWIAAii`iii - �, - - 1 1 1 4 19 ' ' ° I -�� % I I I I J - I a / / 4 0 1 ° / I I 1 I I I I 1 1. (XXX'-X")INDICATES TOP OF FOOTING ELEVATION. \ 01 ] _ _ _ _ 4 _ 4 _ _ 4 _ 2. [XXX'-X"] INDICATES TOP OF WALL ELEVATION. ' t 20 3. NEW FLOOR SHEATHING ELEVATION TO MATCH EXISTING I I I I I I I I 4 I I I I I ;, ,1 I I WITH ALLOWANCE FOR ARCHITECTURAL FLOOR FINISHES. ° a 0 v I I J .. I I I I I I 1 I I I I 1° I 1 . L II . . . 1 A 4 . 4 ' a 4 8 4 - 4 iff l 1„ I l ---\\--- —1 0 • t oI I I I I I I I I I c I I I I I ,-1 _ _ _____ _ 1 _____ _ _ ___71 _ _ _i__ _ _ V I ......, ... I 1 N-7 I 0 L I I I I I I I -I II {_ a IrThl ■ FIRST FLOOR FRAMING PLAN I I I I I I I I I ` \ I I 1 I I I II 0 I I I I I I I I I I \ - I I I I 1 03 FOR CONSTRUCTION 2017-09-07 I I\ I I I I I 02 PERMIT REVISIONS 2017-08-25 I 01 BUILDING PERMIT ISSUE 2017-07-19 N I . PROJECT NO.: 10663 I I I I I I I I I I I V I I 1 1 N, I FIRST FLOOR '� FRAMING PLAN