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HomeMy WebLinkAboutPEC17-0010_S104_1508779480.pdf .,„.„4„ , ,a.,, z 4 FTWNOFVAILUSE o PEC APPROVED 5/22/2017 12:00:00 AM 0 0 0 0 0 EEA 0 0 M A B 0 D 0 ® 0 0 0 0 0 0 0 0 0 © L J 100'-0" I I I I I I I I / 28 0" 10'-O" / 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" 4'-0" 4'-0" 2'-0" 2'-0" 4'-0" 4'-0" 4'-0" / 4'-0" 4'-0" 2'-0" / 2'-0" le 2'-0" I 2'-0" / /lel ,lei II I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I 1 I I Im _1 © T - - - - - — — — — — # = - - —L - � - - - - A j —L ® —L— — —L - - • tea - j - - 0 I 1 1 Lir����`���eWI���ig 1 1 1 1 1 1 I I I I I I 0 I I I § . � I I I � Pi 1 I I I I I I I I I , I I I I I 0 \ a _ j � _ _ j _ _. .a B a - j - - j _ - - _ 0 424o Architecture Inc - # + LI . . r==,===11§ I 1 I I I I I I ' 1 11 - OWNER 0 A 1 I 1 I I 111 —�11 I I I A 1 1 --1 II -- `I - -1 - - - - 4 ARCHITECT 4240 ARCHITECTURE o I _ -1B a 3507 RINGSBY CT.STUITE 117 I I I I I I I I I I I I DENVER,CO 80216 Ilk i ao I�' ALPINE ENGINEERING.INC. I I S301 \� ■ I 1 I M.: lull. 1 o ENGINEER 34510 HIGHWAY 6 UNIT A-9 rll�� ill II Q S301 3 ��Ilk 1 1 I I I I 1 1 I EDWARDS, CO 81632 I ■ ,I Imo— — — — -- -- - - - - - "' !! . P ..__ __ : I .. n _ - - - -L - - -L - - -L - - - - - - - , n.,nrrn nr SHERRY DORWARD O \ • 0ARCHITECT P.O. BOX 3766 J I I I I I I I I I !NI:sU11E204 S301 la COLUMN S301 COLUMN ENGINEER TE204COLUMN COLU 1 __,y___ � COLUMNI 0 - - - _ - ■77I- - - r,n■ 111 111-3/4"X15"STEE ■ PLATE I - _L s _ ___... ...===(2W3/4X15 SEEL•• - - ,:': I l - - - - o a - 6 ENGINEER 5737 6TH AVE. 6A l I l l -1 M I M CI LUMN I I PLATE I 1 1 I 1 1 1 1 1 I LAKEWOOD,CO 80214 N N N N N N N N = B:LOW N X X 11 EliP""-. .ii - x x X X 1 >< x o 1 p I ° I I I I I I I I I N I V I I 4X6 STUB p„ Y �� COLUMN - - B—a- - I dY I I I I I I I I I I I I O � ''II � 0 w _ o m COLUMN ., o a 1 v N © © © Ak Xo I BELOW 3I I I I I I 1 1— — _ - I - I - I a a - I I I I v COLUMN S301 S301 S301 S301 6X6 STUB N N N X I BELOW w COLUMN v w v 1z I v 1Z El I I I I I I ° I I I I 8 m m VmII YA o - - - - - IJV I I �� I I %� ° II I II II q Ls, 2X6 WOOD DECKING V\ITH iii n �r®(2)-6X16 WITH 3/4"X15"STEEL PLATE I - -6X16 WITH-1" 15" T: L PLAT: H u. 7/8"0 TI�ROD1/2"PLYWOOD SHEATHING COLUMN - I I AT CENTERLINE I I I I I I I I I 2-4X4• BELOW Q . . . . .(.) . . . .•.•.• O 1 ii I a4X6 STUB 9 I I I /-^ I OVER FRAME I COLUMN I I I I I I I I I TYPICAL ROOF FRAMI I G AIM=II RE:ARCH AND NOTES •`�' (2)',4X4.'.'.' `V. .' ' "'ii.............ii I': "' 11. "' >� I I O X x 1- ;� � X x w .` v v 1 I I I I I I I I I I ......................... -1 I l l l l l I l l -1 Ilk l. . 10 w S301 ®11 II=Eli / 8 9 I 10 1 1 I 1 1 1 1 1 I I I (2.)-4X4. . . S301 I :::: imp (4)2X6 /.::"""" S301 S301 '�'`11 (6)-2X6 COLUMNi-ui = I _ COLUMN S301 BELOW_ o Q Aglii �/ II � ,. , ........... BELOWIvIlk �W """"""' 2 6X1. WITH W14X53 X !�! —� — — �_�, — — NM- �� 1111 1 1 I 1 1 I O 1 — M n r (2) 6X16 WITH 3/4"X15"STEEL PLATE A‘ �I ■ ■c ■�� IJ _� _ _ _ ,_,_ _ N S301 OLUMN I' ®� ■ 1 I 1 1 I 1 1 0 > BELOW 3 I OVER FRAME (2)-4 X12 (2)-4 X12 �I I I- O 6X6 STUB 6X6 STUB I 1z,rI COLUMN COLUMN q � I � �, 1I � � 1 � I I I I I I I I I I I I I I nil ===== �, ®� is (2) 616 WITH O \ 1— I ��h...mil (2)-4 X12 (2)4 X 12 t ONE ACKSPA ® f � © I N I I I 1 I 1 I W N EM I El 1 : 4 f=1 CO 1 I I I ik N N o 6'0"ABOVE WALL CO '7r II 11 1 ] ›'1-- IBM I = I I ME IN I I �-•C �- _!�11 I. ■■ ■■ ---■ -- _� I II I VCS-:■:1.: C C :1 1 -� - w ��, CM .< • ��Y�■` '■FYI■,�■1■�I■ �.. .■ ■%-�1 r- timNmml1M (2)-4X121 , I 6X6 6X6 I 1 I I _ m 1 (2)-4 X12 0 0 (2)4X12 1 (2)-4X120 -Eli - S301 - COLUMN COLUMN I I I Mil - z§ lil • II \�� i, I II c� c� �I■I _ _:I BELOW BELOWZ m O •� N _- XC :IC ■_LI a QQQ ® v1f■11 II161 S301 ;-<- A lk S301 N �1 I I�"'�' M J 00 15 1 = II 1 I _1 , ' �� 1 ih...„.11111 - ...•I iiii g ■■I����l��v ;i 1111111111`1 - 14 a M O \ - - - - - - �. x----111: -� ■ ■ :=EIMI (2)4X121 .�I I 1(2)4X1 I I 0 > �, I (2)-4 X12 (2)-4 X12 II iM II 1111 • I o ° - - - ! Ili I © -- 116 1 1 Y NG ' —S301 1. I II Wig I S301 fb - - - - - - - - - - - - - - - - - - - - - - - - - � - ° - - - - - - - 11,11011 _ - ® # -tea 11 ■e_a= o��>I== ::I�� - - 0 = 1 I I 1 (2)-4 X12 (2)-4 X120 II I ' (2)-4X12 (2)4X12 III 1-. Q co 1 I I 1 01 1_ (2)-4 X12 (2)-4 X12 1 a1 I I Elm ill: I■Im�gpp�l■I■ I•II=W Ll 1 ii I I 1 1 1 I I /3\ - HSS4X4X1/4 1 COLUMN CILUMN I COLUMN u ' �� �I II' '' -1 1 / ] ] 1 =11111 c COLUMN BELOW B LOW BELOW _—mil� BELOW 5� .M" (2)-4X12 ® (2)-4X12 Iril _ I .1 S301 1 S301 - 1 1i , i _1 _1 I 1 1 �I�, „ -1 l -1 -I 1 17i 1111 =11 - 0 . 1 1 I �I I I ROOF FRAMING NOTES: I, II I I II COLUMNB (2)-4X12 0 0 (2)-4X12 'II (TYPICAL)PICAL) I 7U,1 g I � 1 - — II- - .ii HI 18 I I N1 I I �' III IIc 1. RE:ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS NOT NOTED. Imo. 3 � / \ 1111 1 IIII (2)-4X12 (2)-4X12 2. ALL HEADERS SHALL BE(3)-2X10 UNLESS OTHERWISE NOTED. ALL I I I I 1 , S301 I I I I / I HEADERS SHALL BE BUILT OUT TO 5 1/2"OR 31/2"WIDTH BY ADDING ,' A IMIV I I I _ PLYWOOD SHIMS AS REQUIRED. ROOF FRAMING PLAN __ - - - '� C 1111 =g I i I ] =QQ IE - 19 1/4"= 1'-0" 4N) I I I III I 3. ALL HEADERS LONGER THAN 6'-0"SHALL REQUIRE TWO TRIM 1 II 2)-4X12 6X6 6X6 (2)-4X121Mnl STUDS AND TWO KING STUDS EACH SIDE. rn1 IN rI IMN o v DELOW BELOW 11 I I I I I rI I I I 4. ALL JOIST HANGERS SHALL BE SIMPSON LUS,WP OR LSSU TYPE NOTE: �.. '' ,. , UNLESS NOTED OTHERWISE. 1. ROOF DECKING TO BE 2X6 NOMINAL TONGUE AND GROOVE DOUG-FIR#1, I--- - - - - - - 20 1 5. ALL NON-EXPOSED BEAM TO COLUMN CONNECTIONS,BOTH TOP AND BOTTOM ARCHITECTURAL GRADE. WITH 1l2"PLYWOOD SHEATHING. I I I I I I I I I I r I ' 'SHALL USE SIMPSON PLATE CONNECTORS UNLESS NOTED 1 I ] 1 OTHERWISE ON DETAILS. 2. ROOF PURLINS TO BE(2)-4X4 AT 3-6"MAXIMUM ON CENTER RUNNING __I I I I --� A o PERPENDICULAR TO ROOF RAFTER SHOWN. (2)-6 16 WITH I I I I I I I I I I I I I I I 3. COLUMNS NOT LABELED OTHERWISE TO BE(3)-2X6 OR 6X6. 6. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM - - - ° oc - - ONECKSPA FLOOR TO ROOF(INCLUDING RAKE WALLS). I -I -I -1 1 ] -I 4 i1 6_0,, 0 A OVE WA L1._ 1._ 0 - I I I I I I I I I I I I I I I I 7. OVERFRAMING SHALL BE 2X6 AT 1'-4"MINIMUM AND SHALL BE ALIGNED WITH ROOF FRAMING BELOW. l ' ..7t _ I I — — — I I I I I - - I I I I I 8. ALL COLUMNS SHALL BE(3)-2X6 UNLESS OTHERWISE NOTED. oc cic 0 Ii : I I I I I I I I I I I I I I 1 I 1 0 03 FOR CONSTRUCTION 2017-09-07 02 PERMIT REVISIONS 2017-08-25 I I I I I I I I I I I I I I I I 01 BUILDING PERMIT ISSUE 2017-07-19 PROJECT NO.: 10663 I I I I I I I I I I I I I I 1 1 ROOF FRAMING PLAN