HomeMy WebLinkAbout2022.09.06 Berthiaume Residence Drawings PROFESSIONAL ENGINEER
GENERAL REQUIREMENTS 5iii1
I hereby certify that this plan, specification, or �`` S EOF''i'i
REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND REQUIREMENTS SPECIFIC TO report was prepared by me or under my direct
REFERENCED PROJECT. supervision and that I am a duly Licensed �: •.7i
Professional Engineer under the laws of the LICENSED _ a
NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. State of Minnesota = : PROFESSIONAL : =
(n•
58974 •Q 5FA Design Group.LLr
i�• •�
DESIGN CRITERIA Print Name: Jesse Doi
Portlan:OR Llve1moe,CAI Seattle,WA
BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): Signature: L i���•••``����``` P 503'�'�" �'�
2018 INTERNATIONAL BUILDING CODE (IBC) Date 09.06. 22 License # 58974
2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
2020 MINNESOTA BUILDING CODE
2020 MINNESOTA RESIDENTIAL CODE
GRIP-TITS WALL ANCHOR SYSTEM W
U
MATERIALS: z
PLATE STEEL: ASTM A1011 C1008—C1010, Fy = 38 KSI, Ft = 52 KSI, 10 GAUGE PLATE EMBOSSED W/ LJJ W
(2) LONGITUDINAL RIBS. 0 0 Lu (V
Z M
• WALL It: SIZE= 1108. REF MFR SPECIFICATIONS FOR ADDL INFO. W ir Er Lo
Er CD ~ Z
EARTH ANCHOR: FABRICATED FROM (2) 11x18 WALL PLATES PER MFR WELDED IN A CROSS PATTERN. ONE W 0—
INCH ON EA END OF WALL PLATES ARE BENT 90% SIZE=16x16. REF MFR SPECIFICATIONS FOR ADDL INFO. 5 W W
THREADED ROD: ASTM A108 GRADE 1018 STEEL Fy = 36 KSI, MIN TENSILE STRENGTH = 23 KIPS, 3/4-10 J rn Jp
UNC 2B, 0.734" NOMINAL DIAMETER, 108" LONG (ASSEMBLY CONSISTS OF (2) RODS). Q Q r'0 tr
THREADED ROD COUPLER: ASTM A513, TYPE 5, GRADE 1020, Fy = 35 KSI, Fu = 50 KSI, 3/4-10 UNC 26,
OVERSIZED TAP, 3" LONGxO.984"0. • "� r
.:;
W
TERMINATION HARDWARE: SAE J995 GRADE 2 HEAVY SQUARE NUTS 3/4-10 UNC 213, OVERSIZED TAP. ` m
ALLOWABLE TENSILE CAPACITY=30 kips.
FINISH: ALL COMPONENTS ARE HD GALV IN ACCORDANCE WITH ASTM A153.
GENERAL NOTES
REVISIONS
d4 Py'y�
o PROJECT NO:
¢ IBA22-413
DESIGNED BY:
GF
DRAWN BY:
GF
CHECKED BY:
4 JLD
DATE:
2022.09.06
SHEET NO:
VICINITY MAP S1 . 1
SCALE: NTS
PROFESSIONAL ENGINEER
I hereby certify that this plan, specification, or \NSN' S E�ii�D� ,
A B report was prepared by me or under my direct ��C:•.....•Fy
supervision and that I am a duly Licensed �: '•7i
Professional Engineer under the laws of the LICENSED _ a PROFESSIONAL
I I State of Minnesota = . ENGINEER _
N�• 58974 �Q� 5FA Design Group,LLr
Print Name: Jesse D "Portlantl,OR Llve�mo�e,CA Seattle,WA
�. '
Signature: ii4 F MI \\�
�
AREA Date 09.06. 22 License # 58974
OF
WORK
r W
---- z i i
- ------�-J C w w
WN
--
55'-0" _ Q Z C0
LU Er
KEY PLAN w U) 2
SCALE: NTS I I W >
_j 0
(E) CONC SLAB pC
ON GRADE I I I = > u7 U-
(E) FOUNDATION/(N) WALL ANCHOR LAYOUT PLAN NOTES: I I I W
- - - - - - - - - - -L
1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS II
2• CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES
BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS —
PRIOR TO WORK TYP o J
3• INDICATES (E) CMU WALL W/ STONE VENEER ON (E) CONC
FOOTING (CONTRACTOR TO VERIFY 8"Wx6'-0"H (E) CMU WALL
AND 10"Wx8"DP (E) CONC FOOTING MIN TYP (NOTIFY iv (E)FDN/(N)WALL
ENGINEER OF RECORD IF FIELD CONDITIONS DIFFER IN THE ANCHOR LAYOUT
AREA OF WORK)) _ PLAN
0
4. I X/SX X SECTION CUT — DETAIL NUMBER/SHEET NUMBER LO 1_ REVISIONS
5. ��_j INDICATES LOCATION OF GRIP—TITE WALL ANCHOR SYSTEM
(INSTALL PERP TO FOUNDATION WALL) ((1) TOTAL)
6, BEFORE INSTALLATION OF ANCHORS, THE CONTRACTOR SHALL VERIFY
IN FIELD THE INSTALLATION DEPTH (Ah) DOES NOT EXCEED THE
BUILDING SETBACK DISTANCE FROM THE PROPERTY LINE SUCH THAT /� _ _ _ _ _ _ PROJECT NO:
THE EARTH ANCHORS DO NOT ENCROACH INTO THE ADJACENT J 413
DEESIGNSIGNED BY:
PROPERTY. GF
DRAWN BY:
7. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC GF
CEMENT OR EPDXY CHECKED BY:
JLD
8• ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO DATE:
2022.09.06
PARTIAL (E) FDN/(N) WALL ANCHOR LAYOUT PLAN SHEET NO:
SCALE: 1/2"=1'—O" WPLAN
SZi. 1
PROFESSIONAL ENGINEER
I hereby certify that this plan, specification, or ��SN' S E�ii�D���i',
report was prepared by me or under my direct ���, C;•' •Fyn//�
supervision and that I am a duly Licensed
Professional Engineer under the laws of the LICENSED _ a
State of Minnesota = PRENGSNEERAL _
(f�� 58974 •�•Q 5FA Design Group.LLr
i�• �
Print Name: Jesse D /�
"
r Portlantl,OR Llve�mo�e,CA Seattle,WA
,(�• ••J��` n:(so3)sat-ean.,,.,.maq.�m
• •
Signature: ii� F MI
�i 0 �
Afi12'-0" Date 09.06. 22 License # 58974
FPa = 2'-9" FPd = 1'-8"
(E) STONE FP = 7'-7"
VENEER FILL & COMPACT TO 90% OF THE w
MAX DRY DENSITY AT OPTIMUM ()
MOISTURE CONTENT DETERMINED IN z
ACCORDANCE W/ ASTM D1557 w
\\ \\ \\ 0 w W N
=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I ICI I I=1 I I=11 I I=1 I I=1 I I=1 I I=1 I I=1 IN Q z CO
(E) CMU III III III III III III III VI I III III- III III III III III- -III-III III III III III III III III- �� \\j/\\ I I I w UL cr L
BASEMENT WALL II IIIII II II II II ICI II II I 1=11 I I I I I I I I I =1 IIIIIIIIIIIIIIIIIIIIIIIIII \ /\/ I z
III— \\/\\/\\ ~ Z
III-III III_ III III 111�111 111 111 III 111 1 I I I I I I III =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1= / // // 11=1 1 �,
� - 45•_ -IIII I ICI I IIIIIIIIIIIII1 I I� III1 11- „ -IIIIIIIIIIIIIIIIIIIIIIIIIIII I \\i\\i\\ III- - w �
3 „ 012 i=1 11=1� 1=1 11=1 11=1 11=1 11=1 I I-1 I II I I-1 -I 1=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I- �\\/�\\/� I-1I I D W w
/4 GRADE 2 I I I I � ICI I IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII \//\//\// III- N J
HEAVY IIIIIIIIIIIIIIII IIIIIII 111 111 111 111 111 111 I I =1 I IIIIIIIIIIIIIIIIIIIIIIIIIIII-III \\i/\\i/\ 11 I I Q
SQUARE NUTS I=1 I I=1 I I=1 I I=1 I I=1 I ICI I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I \\\�\\�\\ 1= - Q
(TORQUE TO III=1 I I=1 I I=1 I I=1 I I=� I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I IN�I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=� I /\\//\\//\\ =1 I I Q _
90 FT—LBS) I I I I I III III IIX III III III I I I I I I I I I I I I I I I I I 1 I 1= �1II-II
�1 I I I III III III III III II1= \//\//\
IIIIIII 11 � 1i i Iti 11i i 1i i 1 �I I-1 I II I II I II I II 11I I II I IIIII I ICI1 11i i 11 11 111 111 111 111 I
o — 1 — — — " III „ I III I— \ /WALL R/NUT I I III III—III / // // II m
II 111 111 I I- \i/\i/ 111 I I Q
Z / 60
WALL R PER
GENERAL NOTES 3 \/
/ /4 10 UNC 26 III=1
/ THREADED ROD
CI COUPLERS AS REQ'D 3/4"-10 UNC 2Ax8O" LONG
u, THREADED ROD
/ FAILURE PLANE
/ OF ACTIVE WEDGE EARTH R PER
GENERAL NOTES / / / — — DETAIL
CONTRACTOR TO DRILL
/ INSTALLATION HOLE AS REQ'D
/ FOR THREADED ROD (2"0 MAX) 11I I I HI I1 111 1 11;III— REVISIONS
(E) SLAB /
ON GRADE 1 / 1'-4"
Q a I _
=1 (E) CONC FOOTING
PROJECT 0:
BA22-13
® DESIGNED BY:
GF
DRAWN BY:
GF
=111=III-1 1 1 1 i I CHECKED BY:
NOTES: DATE:
1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S EARTH PLATE DETAIL 2022.09.06
2. ENTIRE ANCHOR ASSEMBLY IS HD GALV
SHEET NO:
E CMU BASEMENT WALL/ N WALL ANCHOR SECTION
1� SCALE: 3/4"=1'-0" S4. 1
r