Loading...
HomeMy WebLinkAboutB17-0066_S1_01-01_1498500467.pdf z ii.7 Ill Is ir FIRST LEVEL FRAMING AND FOUNDATION PLAN NOTES: 06n6i17 01-A 01-B01PATIO SLAB: 4" 01-C 01-D 1. VERIFY ALL DIMENSIONS AND FLOOR ELEVATIONS WITH CONCRETE SLAB ON 4" ARCHITECTURAL DRAWINGS. MIN. GRANULAR MATERIAL WITH 6X6-W2. 1xW2. 1 2. [xx'-xx7 : INDICATES TOP OF BEAM ELEVATION. �f(5W.W.F., SEE CIVIL PLANS 3. . INDICATES FULL STEEL MOMENT "P <��os� FOR GRADING CONNECTION. TOWN STAMP LS. ��<o �'% 4. WINDOW AND DOOR OPENINGS IN EXTERIOR WALLS OF � 4' OR LESS SHALL HAVE A (2)-2X10 OR 4X10 o� HEADER WITH (1)-2x TRIMMER AND (1)-2x KING STUD s EACH SIDE OF OPENING, UNLESS NOTED OTHERWISE. 8A 359 •❑ ❑❑ S5.02 5. WINDOW AND DOOR OPEN/NGS IN EXTERIOR WALLS OF EP1 EP1 MORE THAN 4' SHALL HAVE A HEADER AS NOTED ON ( 01-1 PLAN. 6 7 8B at sem-_. 6. INTERIOR BEARING WALL OPENINGS SHALL HAVE A 5.0 S5.01 S5.02 EP 1 (1)-2x 1 KING STUD EACHD HEADER OF(1)-2x TRIMMER UNLESS AND 1,, I 01.2 NOTED OTHERWISE. DESIGN I i t N ; ,_q a^ ^ ; - J Lei 7. NOTATIONS ON DRAWINGS REFERRING TO FRAMING I •, CLIPS, JOIST HANGERS, AND OTHER CONNECTION - IN 1 '-.-"- -15 m 3 5.03 5.04 • HARDWARE REFER TO CATALOG NUMBERS OF THE ,N S51 Oil0 0, SIMPSON STRONG-TIE COMPANY. �������`` ,� I i 5.03 I I . N 8 8. SEE GENERAL NOTES FOR STRUCTURAL NOTES AND � � L.C ��y W 18x35 [109'-8 1/2 7 MATERIAL REQUIREMENTS. E A . t.91 , Do \. O o) 9. ELEVATIONRART HIGHEST UNIT GARAGE GARAGE OPEN/NG SITE GRADE 33878 - I, I •• ss I © J SEE CIVIL GRADING PLANS 100'-0" = SITE EL 36,50' ii . 0 5 31 17. J S5.01 \s 1 +� 5.04 �+ N 5� 10. IDENTIFICATION MARKS FOR HEADER, SPREAD FOOTINGS, AND +i °". �•'■ S I \r \ \5 CONCRETE PIERS USED ON PLAN ARE: 11 ��}, 0) c HI: INDICATES WINDOW OR DOOR HEADER ���' �4NAL ' \0 O. okF#x# /ND/GATES SPREAD FOOTING W 18x55 1109'-8 1/2' \ CP## /ND/GATES CONCRETE PIER� � I o -. f� DISCIPLINE STAMP '5 N , SEE SCHEDULES ON S0.00 AND APPLICABLE DETAILS ON S5.00-5.04 © \-5, s 1 tik \ 5.03 ��Q y (1- LATERAL BRACING NOTES: N ALL 1ST LEVEL EXTERIOR FRAMED WALLS TO BE SHEATHED I /7 Al W 16x36 [109'-8 %2 7 .4, o ^I , W/p46" OSB CONTINUOUS SHEATHINAW G W/ 8d NA/LS ® 3" \ -__._- C% ;Ii il► i y -4li i.1 - o L. 9 O.C. ALONG ALL PANEL EDGES AS A PERFORATED TYPE 6 j6 SW-3 SHEAR WALL, UNLESS NOTED OTHERWISE. /�� ,^I S5.01 ALL 1ST FLOOR DEMISING WALLS BETWEEN UNITS TO BE 'J �� ��6 _MN '_�' Gj6� +�� // 01-3 SHEATHED W/746" OSB AS A TYPE SW-3 SHEAR WALL. i \ / "' �� �\ �y =' H03 1ST FLOOR SHEAR WALLS NOTED OTHERWISE ON PLAN ARE /i N. HD3 6 i INDICATED AS: Q MP'® 5.04 HD1 \" HD 1 HD3 u W 16x36 `109'-8 %2'J A. SW- INDICATES PERFORATED L. Ni . ,Ixi Q4 0 I �'�g.� ►ISS! ._-x9i !► /11I ) \ 01-4 ENGINEERED SHEAR WALL TYPE. H 1 A SW-4 H2 O H 1 SEE SHEAR WALL SCHEDULE & HD4 HD4 PERFORATED SHEAR WALL DETA/LS. 1 ,(1, Q �� �61N6. A INDICATES HOLD DOWN TYPE. SEE lk 5.04 O 0 SHEAR WALL DETAILS AND HOLD HD# DOWN SCHEDULE 6x6 POST TYP. ®❑ 0❑ © o l '`� A Z © EXTERIOR �, $ INDICATES EMBED PLATE OR ANGLE (�, sem, EP# TYPE. SEE EMBED PLATE DETAILS O ROOF SUPPORTS ��G�AcD - AND SCHEDULE 2 BUILDING 01 - 1ST LEVEL WALL PLAN ���,� 1 3/10 = I -U a r / I 01-A 01-1 01-C 01-D 0 / 78'-9" / T.PIER=110'-0" T.FTG.=97'-10" / 26'-2 1/2" / 26'-4" / 26'-2 1/2" / / 9'-5 1/8" y 15'-2 1/2" 1 / 13'-10" Y 12'-6" / 13'-10" / 12'-4 1/2" / F2�3 C,.0 3-0 T.O.W,=109'-8 %2" • " O 1• �2F 3'- ' ISSUE Town of Vail Permit Set T.O,W.=109'8 %2„ r GP 3'-9 1/8" o 8A T,FTG.=97-10 6 I o I Q 5.0 -\ p '� I S5.02 T.O.W.=1T. 999'/4" L , '_I S5.01 �. . •" EP1 o EP1 DRAWN BY: 11P / 5/8' -I ,�' 1 5/8' \ \ r -- -��L--- -- J y� ti: r r` ,. \ \ 01-1 1 CHECKED BY: MN O O 8 `� CONSULTANT I OJ -\--- O of I EP1I \ \ _ .. : _.,._ ... ^-::, ` N BEAM POCKET 8 ',.. ! •\ \ 01-2 y . .. ' rye i y f I -00 I .3 1 • t t t ., a ,•;:,.,.,•.-:,.:-. ........,.:: :-,:,,,,•.),,,,.,..„-,,,.:,,,.•:P --- --- _I BPSx 10 �m T.O.SLAB= I J = ( n •:- , \ SSGM r - ^ �T T E-�' 98'-9" EP1 \ -- 1 IBP5x10 BEAM POCKET 118 West Sixth Street, Suite 200 \ ► T.o.SLAB= S5.01 1--- 2'-0" o -� �� N I Glenwood Springs, CO 81601 \ I N 98-9 T.O.SLAB= 2 I 2'-0" I� I \ \ _ 100'-3" \ S 80 970.945.1004 www.sgm-inc.com 4-0- S5.01 -I 1,,� r I Ll / I I 21'-10 5/8" / 4'-0 3/4" 22'-1 3/4" _ I I F3x3 I T.O.W.=107'-8 %2" , 4'-0" SHEET TITLE Aa . I ^ 4'' CONCRETE SLAB ON 4" 4 / 9'-4 1/2" / 12'-6" I / I- - �' \ MIN. GRANULAR MATERIAL BP5x10 _ I oI 0 8" WALL // - I 2'-0" I 6 AND VAPOR BARRIER PER ,� 0 8" WALL - T.D.W.=1------.:4•=. 4'-5 3/8" S5.01 ARCH., WITH _ BP5x10 Building 1Foundation o N \107'-2 /2 = I I IN 6X6-W2. 1xW2. 1 W.W.F. Ii N- \ N o & 1st Level Wall T.O.W.= : I m I o N 104,-8 �2„ r __ •_I \ I I iI I 1 \ 10 ,- 1/2'' © �' KEY PLAN Framing Plans O 4 W S5.01 T.O.W.=105 8 5.0 z S5.01 i �"' N o T.O.SLAB= I IF4x4 L.._J S5.01 TO.SLAB= N I I °3 T.O.W.=103'-8 %2" REVISION ' T.O. .=102'-2 %2" I T.O.W.=98-9 T.FTG.=99'-4» \ T. =97'-10" 98-9 o T.FTG.=95'-2" BP7.25x 17 I I ,,, o�� I r - I o \ 1/ No. Description Date T.O. .=100'-2 /2" J ;i L J g n t ff t S5.0 �Y :3 \ O I --- I �� » T.O.W.=101'-8 %2" �� I T,O,SLAB= -J T.O.OW.=98-9 , . 98'-6" N- T. I I \ 69/ / / ♦• °° \ AL I T.O.SLAB= H03 \ 01-3 r.o.sLAB= I -L---- 6 = , „ I _ o - 100'-0" T O o \ 98'-9" IO3 a BP7.25x17 T.O.W. 100 _3 I \ o ,.• i \ ► I I 5.04 T FTG=95' 2" I L--- BP7.25x17 co ^ D1 , HD J 3 l .Q,T.O.W.=98'-9 H04 H04 �' BP7.25x 17 o 1• 1 i �T.FTG =95'-2j / 17'-0 1/8" / 6'-18" ki / 4'-7.3 '' 9'-3 5/8" / 9'-10 3/4" 13'-8 1/4" 9'-10 1/2" . • l i N 2'-11 1/8" 7-i 0 15/8" T.O.W.-100'-3" T.O.W.=100'-3" �,�71 L 1 5/8" ilik �� T.FTG.=96'-8 T.FTG.=96'-8" L CP1.0 m CP 1.0 I - I _ - I W/F2x2, TYP. ;.� 6 W/F2x2, TYP. 5.04 n J @ 6x6 POSTS @ 6x6 POSTS // 5'_10„ 19'-1 1 2" �'/ / / / 5' 10" 20'-5 1/2" 5'-10" 19'-1" 7' 1'-5" 7„ T.P/ER=100'-6„ 5 T.P/ER=99'-0 T.PIER=99'-0 T,PIER=100'-6" gik © T.FTG.=96'-6" 5.0 T..FTG.=95'-0" T..FTG.=95'-0" T.FTG.=9:'-6" ISSUE T NUMBER 2015-453.00105/ /17 5.0 5.0 ISSUE DATE 05/30/17 I 9 TOWN OF VA I L SHEET NO. . 2 BUILDING 01 - FOUNDATION PLAN PERMIT SET SI . 01 -01 r 3/16" = 1' 0" M