HomeMy WebLinkAboutB18-0362_REV1 Approved Plans_1542824440.pdf 4esui
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11/21/18
/ RE: ARCH / N
DRILL 4 EPDXY #5 X
30" DOWELS, 6" INTO
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12" X 12" CONC. PIER W/ SPACING, TYP
(4)- .
5'S VERTICAL W/ 4" `S4
DOWEL; ON A 31-6" X 3'-6" X vi — E STRUCTURAL DESIGNS
DRILL EPDXY -BENT- / / 10" GONG FTG. PAD W/ #5'g / RE: / S31
X 30" DOWELS, 6" ARCH AT 12" 0.G. EACH WAY ARCH ARCH [ FIELD GOORD; 11/2' BLW FRMN6 ] PO BOX 6230
INTO EXSTIN6 FNDN TO RE:
HORIZ SPACING 53.1 `i) / ARCH ir [T I ' (3)-PLACES] ,Q I PH.EAGLE, CO 81641
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r. ` ::_ ::":.•.i 2 VERIFY EXSTN6
r.• liar' ' <`4� 4 ARCH / GONG SLAB ON PROHIBITED WITFIO1IT W4�IYTEN
' FOR ERRORS
�` '�O p� GRADE RE: CIVIL I -,'•'• FOOTING SIZE 4 PERMISSION, I F, . I�P••�E IS
k }`, I To 'i 'SS I I �� z I DEPTH; CONTACT 1: D rowl�D�
VERIFY EXSTN6 SL I ENGINEER FOR t:- REFER ANY D15GI�PANCQUESTIONS PRIOR
FOOTING SIZE '� ': I J — HELICAL PIER
.;_ DEPTH- CONTACT •�' �— T` �:': . . - r DESIGN, IF REO'D z., TO OR vuwt�CONSTRUCTION.
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ENGINEER FORti' '
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HELICAL PIER
DESIGN, IF REQ'D t �— ( 48" BLW GRADE, TYP )
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I l� ENGINEER FOR
? EXSTING FNDN TO
• FOOTING SIZE _ tqv HELICAL PIER2
DEPTH; CONTACT MATCH HORIZ •'!. �U w ---I DESIGN, IF REQ`D
•:,. ENGINEER FOR SPACING, TYP n. 0 t -
HELICAL PIER - t U 0 DRILL. EPDXY #5 X ..,.'
' DESIGN, IF REQ'D �I ` / �- ' 0
O 1 30 DOWELS, 6 INTO
[ EXSTING FNDN TO ,;.
/6 --. : MATCH HORIZ
�} 53.2 �.' SPACING, TYPCl
[ FIELD GOORD ]
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SPACING, TYP T.O. SLAB 30" DOWELS, 6" INTO [n f l —
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FOUNDATION FLAN
0 2' 4' 8'
SCALE: 1/4" = 11_o"
n
VOTES: z
VOTES (GOVT•): o
ELEVATIONS ARE BASED ON DATUM g8'-I" = TOP OF &ARSE SLAB ON GRADE, AS PROVIDED
• EXTERIOR SLABS ON GRADE SHALL BE SLOPED TO SHED SURFACE WATER AWAY FROM THE LI Z
BY STUDIO SPINNATO, DATED 8/21/20018. STRUCTURE; PROVIDE HEAT TAPE, WHERE REQUIRED, PER CONTRACTOR. O
• FOOTING ELEVATIONS SHOWN ARE BASED ON FINDING. ADEQUATE SOIL CONDITIONS AS • COORDINATE THE LOCATION OF UTILITY PENETRATIONS WITH MECHANICAL. PROVIDE A I" D— } }
DETAILED IN THE THE GEOTECHNICAL REPORT. IF THE FOOTINGS ARE LOWERED DUE TO SOIL THICK VOID FORM MATERIAL AROUND MECHANICAL AT FOUNDATION WALL PENETRATIONS. T ix ft z
CONDITIONS, VERIFY THE CHANGES WITH THE STRUCTURAL ENGINEER. • AT ALL WOOD SILL PLATES IN CONTACT WITH GONTRETE: PROVIDE "GREEN" TREATED WOOD 0 ri W O
• CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN GEOTECHNICAL REPORT. I- O t N
SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. Zg § 8 5
FOOTING BEARING ELEVATION SHALL BE 4'-O" MIN. BELOW GRADE; GRADE SHALL BE 6" MIN. • COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. v- < cn
BELOW TOP OF FOUNDATION WALL. CONTRACTOR SHALL COORDINATE FOUNDATION PLACEMENT WITH AN APPROVED SITE PLAN. .
• NEW CONCRETE FOOTINGS ARE 24" WIDE AND 10" THICK. TYPICAL. U.N.0, PLACEMENT INCLUDES ORIENTATION WITHIN BUILDING ENVELOPE/ SETBACK AND O O O O Etc) I'Ll
• CONCRETE FOUNDATION WALLS ARE 8" WIDE, TYPICAL. U.N.O. VERIFICATION/ SETTING OF FOUNDATION WALL HEIGHT ELEVATIONS W/ DATUM. IL IL IL N
• C] INDICATES CONCRETE FOOTING; SPREAD AND/ OR ISOLATED. • ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER THE SITE PLAN AND w w HI w 11
• INDICATES CONCRETE FOUNDATION WALL OR PIER. DETAILS. SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS OTHERWISE '4 a a a a a
• ( XXXX"-XX" ) INDICATES TOP OF CONC. FOOTING ELEVATION. NOTED. to N N N N
• [ XXXX"-XX" ] INDICATES TOP OF CONG. FOUNDATION WALL OR PIER ELEVATION. • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND •
• INTERIOR CONCRETE SLAB ON GRADE SHALL BE A 4" CONCRETE SLAB ON 6 mil VAPOR ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, tO
III
BARRIER ON 4" CLEAN GRAVEL BASE ON UNDISTURBED GRADE OR COMPACTED SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN Z Q n
m n N Q
STRUCTURAL FILL PER GEOTECHNICAL ENGINEER. REINFORCE CONC. SLAB WITH NOVOMESH CONNECTION WITH THE CONSTRUCTION WORK. ` O
300, FIBERMESH CONCRETE SYSTEM THROUGHOUT SLAB. PROVIDE 3/8" DEEP SAWN OR
or � �
TROWELED CONTROL JOINTS AT 12`-O" MAXIMUM SPACING (144 SO FT.) EACH WAY. SEAL
J' O
JOINTS FLUSH WITH ELASTOMERIC SEALANT. PLACE CONCRETE SLAB ON GRADE, ON ..� v O - ci Z
STRUCTURAL COMPACTED FILL OR NATURAL GRADE AS OUTLINED IN THE GEOTECHNICAL --sg10 UC '`k,I _
REPORT. r�G4 ,`,+ �r,/ PROJECT: 1452
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STUDWALL (CENTER ON �
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SHEATHING FRAMING RESTS ONTOP BASE PLATE; N.
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NOTE: FLOOR SHEATHING Q07
2X SIDE PLATE, EACH CODE GOMPL I ENT OF TREATED SILL 3/8" X 10" X I O" STEEL - TIMBER COL RE: PLAN,
I SIDE HANDRAIL FRAMING 2X TREATED PL RIPPED PLATE AT SIM SECTION. BASE PLATE W/ (4)-I/2" [ :,0,___________.------ TYP. 11/21/18
? EXP. ANCHORSPER CONTRACTORTO FNDN. WIDTH W/ I/2" KNIFEPLATE;
SIMPSON ITS HANGER ? X 10" A.B.'S AT 36" 3/8" X 6" X 16" STEEL
WATERPROOFING AT
O.G. F• LOOR SHEATHING KNIFE PLATE W/ (2)-3/4" TIMBER COLUMN RE:
? THRU-BOLTS GNTRGTR
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LVL BEAM RE: PLAN = �= EXT GONG. SLAB ON
HGRADE RE: GEO-TECH [RE: ARCH]
•
H I/2" ? THREADED REPORT / •
ISOLATION JOINT, TYP. sifj 0 T.O. PIER
RODS OR 16d DRIVE - - 110' 17 $ TRO. PLY
b PS EPINS \ •
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FLOOR JOISTS RE: PO BOX 6230
T.O. FNDN °�
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PLAN ° = - - = ., PH. (10-331-6 40
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MATERIAL,HEREIN,ARE
• CONCRETE PIER RE: INSTRUMENTS OF SERVICE AND
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#415 AT 16" O.G. HORIZ.
INDICATED
BLOCK, Is
v ° 24 0.0. - W/ 1LEG O (ALTERNATE DIRECTION) -0 PROHIBITED WITHOUT WRITTEN
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3" O.G. ATOP AND AT DUE TO SCALED DRAWINGS.
RE: ARCH v 24" O.G. REMAINING DISGREPANGIES TO bPse PRIOR
SHEATHING �\,'\ 0 TO OR DURING CONSTRUCTION.
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OPTN I T.O. FTG \ (RE: PLAN)
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STIFFENER (EACH SIDE)
FLOOR JOISTS RE: .4- TYF. I AHLSFA�E HALL
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1110 —/
CONTACT ENGINEER 5 ° / 5//i II =
1 1_0
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5//. / 5/411 = 11_011
FOR WEB-PACKING
DESIGN 0
r\ V r
EXT. GONG. SLAB ON 0 ^ in
_ GRADE W/ F I BERMESH `n !-�
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HSS COLUMN RE: PLAN �����/�\\�j% a.• > -..:.=.= �=.=r 0
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CODE GOMPLIENT FLOOR SHEATHING /��\//��j� ':; 4 J I
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(2)-2X RIM W/ SIMPSON 2X BLOCKING
(I)- 4 GOVT AT NOSE RE: PLAN O
LS-10; (2)-EACH JOIST I V m
SIMPSON H CLIP EACH 2� T� I� �Y �1 V EXTSLILI AE
JOIST \
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•
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( TY F. AT DEI EEA 1 1 24""0.0 EXP.5y5/1 ANCH. AT
II _ I II 5 . 1 5/411 = 11_011 v ci
1/4" it
VERT. WEB • ISOLATION JOINT, TYP.
STIFFENER (EACH SIDE) O
N
v, ° 5
w O tu
GONG. SLAB ON GRADE
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ill EXT. STUDWALL W/ DBL. JOIST AT BEARING #4'S AT 16" O.G. HORIZ. r°: RE: ARCH }
EXISTING LSL RIM JOIST SHEATHING \ WALL ' . $ w I- icej IL O
EXT. STUDWALL YV/ °.• •° T.O. SLAB � � �
SHEATHING ° i is iia 0 t W u 0
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N N N N N
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r1-: TYF. STL END SUPPORT 2\
EXT. STUDWALL W/ • • /\\/`
2X DECK SHEATHING \ \ � � ° / //
FRAMING I IX ILL-
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2X LEDGER PLAN CO / RE: PLAN / "C‘�
='�pp0 tt 1c +++ PROJECT: 1432
RE: PLAN NOTES I,�`II //�� PERF. DRAIN SYS. �ti0 ••••••••.� +I(--6 fiYEXT. Y `A REQS. PER GEO-TECH c)if ' `, r+t, STRT DT: 6/2018
REPORT �4/�'�
5 . 1 5/4" = 11=0 "
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PO BOX 6250
EAGLE, CO 81631
• I PH. '5170-331-6740
SIMPSON H CLIPS, TYP. I FAX. I-888-362-4685
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SERVICE
AND
LLC..
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/ OR ANY INFORMATION CONTAINED
\\\\� WITHIN;ON A PROJECT OTHER THAN
° INDICATED IN THE TITLE BLOCK, 15
PROHIBITED WITHOUT WRITTEN
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PERF. DRAIN SYS. ROOF SHEATHING LVL BEAM RE: PLAN
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5 TYF. NEA 'ROST WALL -- --,= 0
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FENN # ,
— 1— #
ISOLATION JOINT, TYP. #4 DOWELS AT 24" 0.C. 0 Z
ill
30 X 24" SIMPSON HANGER RE: ROOF JOISTS RE: PLAN
PLAN NOTES n,
EXT CONC. SLAB ON 0 0 lY r
GRADE RE: GEO-TECH _ Q in
REPORT CONC. SLAB ON GRADE .`nn
RE: PLAN �,/ V I —
r2 TYF. ROOF VALLE I 5. ?CI d
RE: PLAN .� SEAM 5/z-11 = 11-011 n -1 O
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O •saaao
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SIMPSON A35 CLIP AT
V TIMBERS, TYP.
J
v (2)-45'S CONT.
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PERF. DRAIN SYS. WOOD BEAM RE: PLAN
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w z
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LADDER FRAMING RE: / 2.0 X O.H. / v IU
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PLAN NOTES (MIN.) 11 V V � < V
1
STRGTL. FASO IA RE: O O O O U1
PLAN LL IL IL IL N
0 0 0 0 0
111 111 111 1U
——;N
7 N N N N
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ROOF FRAMING RE: d1
BLOCKING ' PLAN D/ (1 Ill
m O
So oi 01 4
SIMPSON LUS HANGER I 1 _O
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SHEATHING
N' SIMPSON H CLIPS, TYP. 0
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