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HomeMy WebLinkAboutPEC17-0010_S103_1508779481.pdf .,„.„,,4„ , ,e.,, z 4 FTWNOFVAILUSE PEC APPROVED 5/22/2017 12:00:00 AM 0 0 0 0 0 EEA ® M A B O D © ® 0 0 © 0 0 © ® 0 ® © L J 100'-0" / I 1 I I I I I I I 28I-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" / 4'-0" 4'-0" 4'-0" 2'-0" 2'-0" 4'-0" 4'-0" 4'-0" / 4'-0" le 4'-0" ie 2'-0" / 2'-0" le 2'-0" le 2'-0" / lel I I I I I I I I I I I 1 I I 1 I I 1 1 I I I I I I I I IMI 1 I I I I I I 1 0 \ \ ■� - - s: - \ \ 0 - - (2)4X12 I �O\� O� I (2)-4X12 1 I I I I 1 I 1 v il .1 - 1 / I I I I I __ Al ====0 - - - - - - \ �i�..-II v i� - 0 424o Architecture I n c I I 2 4X1 I � ,,���� _1 I I I I I 1 1 O 2 N-1 ��` (2)4X12 - OWNER ilk ti Lu (5) 2X6 v I I I I I I- I I I I COLUMN I I I I I I o (3)-12"V. . S301 o_ a ARCHITECT 4240 ARCHITECTURE k UP 4X12 4X6 s 1� = 4 3507 RINGSBY CT.STUITE 117 I _ ONL (TYPICAL) (TYPICAL (2)4X12 w I (2)-4X12 DENVER,CO 80216 co71,..,,,, +IV ALPINE ENGINEERING.INC. X12"BCI/60 A q ENGINEER 34510 HIGHWAY 6 UNIT A-9 n SS4X4X1/2 `r' S301 EDWARDS, CO 81632 ' , , I I A /'COLUMN I I I I X I I I ".=�Y1 -� I n�inrrnrr SHERRY DORWARD © _ W14X34 C::_ _ __ ^�^ �1 ' 1=11========111='=:e�e s: © ARCHITECT P.O. BOX 3766 .0 I (2)-4X12 = I (2)-4X12 I I I I I I I VAIL,CO 81658 12"BCl/d10 N (4)-2X6 fa IUP UP UP A I ' COLUMN UP UPV. 12"BCI/60 S300 UP ONLY ONLY ONLY - MONROE NEWELL M `i ND DOWN ONLY AT 1'-4" ONLY ,, x ENGINEER 70 BENCHMARK RD.SUITE 204 �- I. ;F`N I I ' 1 7.11_ I [ I I I I I I I AVON,CO 81620 ZA - - S30� -[:1- �; I1 \ I L _�3}18_a( L_hl_OVERFRAM.ING VE CEILING o' �= O ■ - DMCE ENGINEERING `' 10 -. U _ _ _ _ W14_X43 /� _ _ _ _ 6 ENGINEER 5737 6TH AVE. 6A ` I S300 I /3\ 1 I I (2)4X12 I (2)-4X12 I ' .•• I I I I I LAKEWOOD,CO 80214 HSS4X4X1/2 PROVIDE'4"CONCRETE SLAB- 8 HSS 4X4X1/2 UP ONLY a UP AND DOWN REINFORCED WITH#5AT 1'-0" COLUMN DOWN UP ONLY J q �„ (3) 12"LVL S300 w [J , EACH WAY AT MID HEIGHT SIM 0" (4) 2X6 I © � 1 12"BCI/601 1 12"BCI/60 I r COLUMN co fr, I 1 AT 1'-4" 4 _ III z7r w r �:=sem�� J 1 0 0 1 BCI/60 1 Q ! � -111111111 1 - - - W I (2)-4X12 -Si A (2)-4X12 I W Q !� _ UP o o (3)-14"V.L. 6' v NAlk ONLY - I O I � w 71 1- I ct BELOW I co NOTE: l a I I co O J x zkr CUT TOP FLANGE OF W1 BEAMS 1 i Q 5300 S300 ~ '< 4 5300a AND REPLACE WITH 10" EAM I UP 'e' " ���� 8 DEPTH FOR EXTERIOR I ' r7 I ONL W14 +*. 1 I I m I I �� i (2)-4X12 w I (2)-4X12 YA - - \ - - - (TYPICAL 4 LOCATIONS) - o 10 1s W14X68 "_ X I All `" , (4) 2X6 �' 5300 I $ 9 L J" i t S301 I >< I I COLUMN v HSS4X4X1/21 A I �I r y I f I A zr (3) 12"LVLT UP AND DO N 124'-1 1/4" S300 (goII M DECK �3�[J1 X - - - 1 - - I - 1== c 12"BCI/60 I I I v j I I L I II ! I . ii ,1 (2)-4X12 I ,I (2)-4X12 I ILII 9 12"BCI/60 Ali ' IIII v O co 12"BCI/60 _,�� I I I I 1 A I 1 AT 1'-4" 1 S301 !__________________N 41INI ] -1 ] ] -1 Ak Aik MA Li I I I I I I _ :.:=7==,' i (2)-4)(12 I I (2)-4X12 I 10 S300 S300 /�I N HSS4X4X1/2 8 ■ UP ONLY I i i i ^' � rn 9 S300 UP AND DOWN UP lin I 1 I I (4) 18"V.L.• - - - In ',' ONL S300A I I ($�1�'r��. 4VER€RA ING ABOVE CEILIN BELOW (52X6 lO ILh MN 10�ill W14�8 W14X34 - - H.S4X4X112 I r---I�r■�r fi - 0 > N S300 I I (3)-12"L / HSS 4X4X1/ p I UP ONLY 2 4X12 - MM (2)r4X12 I (2)-12"V.L1. I I I I v I i •I`°�. I I I I COLUMN DOWN I � I ( ) ■ O v I 1 UP IINLY / \ (4)-2X6 0 ____, �_ _ 12"BCI/60 UP ONLY I 12"BCI 60 I , I I > I I ,. AT 1'-4" I _ I COLUMN I __ I (b AT 1'-4"I ® - - - - - - I/60 I MI 1 1 - - c - - - " - - - - - - - - - J - - - - - - - I- - - - - J 1r ',4 / 1 lir'BCI/60 c;>- I. > 12 BCI/60 N I111 L17 ' I I I I 4 I - 1 A 1 AT 1'-4" m 1 V 1 I (2)4X12 (2)4X120 W N W1 X19 �� j ® S300 UP ONLY I I S301 =' b v CC CO N (5)-2X6 109-4 /2 C S300 COLUMN (3)-12"V.L. v N I I O O . (,) �1 STEEL LINTEL P ONLY I UP ONLY I UP ONLY I UP UP ONLY 0 CO /3\ VERIFY CONDITION o W18X40 ONL 1/1 _ ] ] ] ] ] 0 (M LL1 Q O r_ HSS4X4X114 „-- 4X12/ —` _■■ ---�3j-�1/4”L --- (2)-4X12 (2)-4X12 1� W10X45 HANGER COLUMN ,, . Z 0 Li Aw (3)- 2"LV ," 9 1/2"BCI/6000 'iboo, ' I • o _ �` _, ' I„ I�� l• �1 — 1 S301 * UP ONLY - ONLY > 14 M Q O - - - / / I �1� N _ I' OPEN IO ON (BOV IN 2 4X121 2-4X12 I 0 I OPENI I / cn © L\'.\\\'-- ----J \\\., - I C - I - I u - I u t 'Y II —� 2)-7 12"V. . M ROOF 'f1!� ■� oIY 4■ BEt{JCH) q STUB�� 12"BCI 60 - °0 _ I I I AT 1'-4' N - - - - - - - - - - - L - - - COLUMN U — 0 \ \ 3 12"V.L I I I I I _ O dIAL I ® = 1 I 1 I (2)4X12 (2)4X12 CO WEE I I I I I I IAL I 7]lAlk `-I 1 Iv I I II - I L `, (4)2X6 I - - I� - - S 00 —\--\ - 16 1 1_ __I J (2)-4X121 I (2)-4X12 SII 119'_I I I 1 I I 1 HSS4X4X1/4 I COLUMN x p r o ----- ><C° >< iii 1Il UPONLY E. I T UP I I I — 0 = WOOD FRAMING NOTES: S I (2)-4X12 X I (2)-4X12 I X72BCIIBOI I111 >< 7<ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS `" UP OK LY AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES I "' I I I SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BEx _REVIEWED BY THE ENGINEEROF RECORD. - - - - - 18 = I (2)-4X12 2. "VL"INDICATES VERSA-LAM BEAMS,AS MANUFACTURED BY 1 I �/ �� i (2)-4X12 I I UPrill BOISE CORPORATION. ALTERNATES SHALL HAVE THE EQUAL OR STEEL LI 1/2 1 ONLY - GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. S301 x LINT L i HSS4X4X 1/2 I v I VERIFY CONDITION 1 I 1 COLUMN' I I 1 I I I 3 ❑ INDICATES ON PLANS. COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED THIRD FLOOR LEVEL FRAMING PLAN N I II- i ] _., /i W10X60 ror .- - - � ���� �` m� W10X68 rT-d 19 1/4"= 1' 0" 2-4El--X12 I I 2 4X121 4. • INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON ( ) % (� D� CONCRETE WALL OR FOOTING BELOW,OR IT IS LABELED"UP ONLY". % / ONLY o ' �. Z/ % ; 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. - 119'4" 3/4"FLOOR AT 1'-0"V.L.4 4 SHEATING 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. - - - - - - 1 - - - - 20 I (2)-4X12 I I I (2)-4X12 I I I I I _ I Lu W8X40 N = 7. HEADERS SHALL BE(3)-2X8 UNLESS NOTED OTHERWISE. ALL A HEADERS SHALL BE BUILT OUT TO 5 1/2"(3 1/2")WIDTH BY I I I I I 1 I I I I X ADDING PLYWOOD SPACERS AS REQUIRED. -1 -1 I - 4 I I -1 I 6X6 STU COLUMN -1 M 8. ALL COLUMNS SHALL BE(3)-2X6 UNLESS NOTED OTHERWISE. 0 I I I I I (2)-4X12 I I 1- 1 1 (2)-4X12 I I H S301 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR a J O TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TOW x NOTED COLUMN SIZES AS REQUIRED. I I I O I I I I c I co (2)-4X12 >e (2)-4X12 10. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 - 4 - - - I 1° - 0 STUDS SPACED AT 1'-4". I I I I I I - 11. ALL NON-EXPOSED BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE 2Iz MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED I I I I I I I I I I I I I I OTHERWISE. 44444444 \ S30144 - ` \ 0 I I I I I I I I I I I I 03 FOR CONSTRUCTION 2017-09-07 02 PERMIT REVISIONS 2017-08-25 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 THIRD FLOOR FRAMING PLAN