HomeMy WebLinkAboutWasserman - Report PROFESSIONAL ENGINEER XIuiiiuii
GENERAL REQUIREMENTS I hereby certify that this plan, specification, or ���gS E O���i�i�
REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND REQUIREMENTS SPECIFIC TO report was prepared by me or under my direct �.��,.• ••• 'F9
REFERENCED PROJECT. supervision and that I am a duly Licensed �'• LICENSED •��
Professional Engineer under the laws of the _ PROFESSIONAL ; _ Kra
NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. State of Minnesota = ENGINEER _
58974 SFA Design Grouper
Print Name: Jesse D �� .'p Po.1a�e.oR -Mll ,e,�5eane.wA
C� -8311 ww.sfatlq.com
DESIGN CRITERIA '�J
BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): Signature: �i��•F 1M���`'�
2018 INTERNATIONAL BUILDING CODE (IBC) Date 10.10. 22 License # 58974
2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
2020 MINNESOTA BUILDING CODE
2020 MINNESOTA RESIDENTIAL CODE W
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GRIP-TITE WALL ANCHOR SYSTEM Z It
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MATERIALS: Q W
PLATE STEEL: ASTM A1011 C1008—C1010, Fy = 38 KSI, Ft = 52 KSI, 10 GAUGE PLATE EMBOSSED W/ Z co
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(2) LONGITUDINAL RIBS.
WJ � LO
WALL It: SIZE= 1108. REF MFR SPECIFICATIONS FOR ADDL INFO. Q O
EARTH ANCHOR: FABRICATED FROM (2) 11 x28 WALL PLATES PER MFR WELDED IN A CROSS PATTERN. ONE Q = w
INCH ON EA END OF WALL PLATES ARE BENT 90'. SIZE=26x26. REF MFR SPECIFICATIONS FOR ADDL INFO. J
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Z �t -
THREADED ROD: ASTM A108 GRADE 1018 STEEL Fy = 36 KSI, MIN TENSILE STRENGTH = 23 KIPS, 3/4-10 W W LL
UNC 2B, 0.734" NOMINAL DIAMETER, 108" LONG (ASSEMBLY CONSISTS OF (2) RODS). Cn 2
U) W
THREADED ROD COUPLER: ASTM A513, TYPE 5, GRADE 1020, Fy = 35 KSI, F„ = 50 KSI, 3/4-10 UNC 213, Q
OVERSIZED TAP, 3" LONGxO.984"0. m
TERMINATION HARDWARE: SAE J995 GRADE 2 HEAVY SQUARE NUTS 3/4-10 UNC 26, OVERSIZED TAP.
ALLOWABLE TENSILE CAPACITY=30 kips.
FINISH: ALL COMPONENTS ARE HD GALV IN ACCORDANCE WITH ASTM A153.
GENERAL NOTES
REVISIONS
PROJECT NO:
I BA22-454
DESIGNED BY:
BH
tji'9 c DRAWN BY:
1 BH
44,r ti.'= CHECKED BY:
CVR,JLD
DATE:
tit y 10.10.2022
SHEET NO:
VICINITY MAP
S1 . 1
SCALE: NTS
PROFESSIONAL ENGINEER
I hereby certify that this plan, specification, or ♦������S E•�•��//�i��
EF report was prepared by me or under my direct ♦ •' '•Fy
supervision and that I am a duly Licensed �: '•2
56 —0 Professional Engineer under the laws of the LICENSED Kra
= ; PROFESSIONAL ;
State of Minnesota = ENGINEER •
I 15 —8 I r.(p• •Q 5FA Design Group.LLr
��• 58974 •� 11—I o��� 7 �N_
Print Name: Jesse D % •. :p�� =a.oR`` e.moe.�Ise=ne.wA
Signature: ''���//�F liii ���♦♦
Date 10.10. 22 License # 58974
L — — — — — — (E) FOUNDATION/(N) WALL ANCHOR LAYOUT PLAN NOTES:
E----------- ——————— GARAGE I 1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS uJ 0
o (E) CONIC SLAB 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES BETWEEN FIELD CONDITIONS & THOSE U Q
CD 1 S4.1 TYP I ON GRADE I (E) WOOD SHOWN IN THESE DOCUMENTS PRIOR TO WORK TYP Z
� � DECK ABOVE----------�------- 3. � INDICATES (E) CMU WALL ON (E) CONIC FOOTING (CONTRACTOR TO VERIFY 8"Wx8'-0"H (E) CMU 0(:D N
_ _ _ WALL AND 1'-4"Wx8"DP (E) CONICFOOTING MIN TYP (NOTIFY ENGINEER OF RECORD IF FIELD — LLI M
1 S4.2 TYP I `i CONDITIONS DIFFER IN THE AREA OF WORK)) W J LO
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4. INDICATES (E) WOOD POST/COLUMN E J C0 Z
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o M I 5. SECTION CUT — DETAIL NUMBER/SHEET NUMBER Q w
- - - - - - -
�I� 6. Q INDICATES LOCATION OF STEP IN (E) CMU WALL ~
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�2 - ----- AoS��0 7• —� INDICATES LOCATION OF GRIP—TITE WALL ANCHOR SYSTEM (INSTALL PERP TO W M LL
o A FOUNDATION WALL) ((5) TOTAL) Cn LJJ
rn 8, WALL ANCHOR SPACING SHALL BE AS INDICATED ON PLAN >Q Cn
9, BEFORE INSTALLATION OF ANCHORS, THE CONTRACTOR SHALL VERIFY IN FIELD THE INSTALLATION DEPTH > m
(Afi) DOES NOT EXCEED THE BUILDING SETBACK DISTANCE FROM THE PROPERTY LINE SUCH THAT THE
EARTH ANCHORS DO NOT ENCROACH INTO THE ADJACENT PROPERTY.
10. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC CEMENT OR EPDXY
1 — — 11. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO
00 UP
� AI B C D E F G
(E)FDN/(N)WALL
ANCHOR LAYOUT
PLAN
REVISIONS
2 _
3
C 4
5
6 ---- PROJECT NO:
IBA22-454
-------- DESIGNED BY:
BH
1 Z �-- ----� DBHWN BY:
9 I I CHECKED BY:
CVR,JLD
DATE:
10 _ 10.10.2022
(E) FDN/(N) WALL ANCHOR LAYOUT PLAN N i2 ------ SHEET NO:
KEY PLAN S2. 1
SCALE: 3/1 g"=1'-0"
SCALE: NTS
PROFESSIONAL ENGINEER
I hereby certify that this plan, specification, or ,�', �' S E.•'����ii�
report was prepared by me or under my direct `��, C;•' '•Fy
supervision and that I am a duly LicensedLICENSED
�: �•2
Professional Engineer under the laws of the ; pR0 ESSIONAL•; Kra
State of Minnesota = ENGINEER • _
�• •Q 5FA Design Group,LLr
58974 ', o e. �..ffmw
15'—0" �� •• •O�� Portlantl,OR Llve mo e,A Seattle,WA
Ah Print Name: Jesse D
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FP, = 3'-11" FPd = 0'-6" Signature: ����i�j�•FiM� `��``
FP = 10'-8" Date 10.10. 22 License # 58 74
FILL & COMPACT TO 90% OF THE
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MOISTURE CONTENT DETERMINED IN W 0
ACCORDANCE W/ ASTM D1557 CU Q
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(E) SLAB / 2'-2" 1-111-
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(E) CONIC FOOTING
111-1 I 1-1 1 a ,1 I— PROJECT NO:
I BA22-454
1 I= 1 1= 1 1 ® DESIGNED BY:
BH
-III-I 1-1 1-111-1 11; N DRAWN BY:
BH
I.;, I I I- CHECKED BY:
NOTES: CVR,JLD
DATE:
1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S 10.10.2022
2. ENTIRE ANCHOR ASSEMBLY IS HD GALV
E CMU BASEMENT WALL/ N WALL ANCHOR SECTION EARTH PLATE DETAIL SHEET NO:
S4. 1
SCALE: 3/4"=1'-0"
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PROFESSIONAL ENGINEER
I hereby certify that this plan, specification, or ♦�', �' S E•�•��//�i��
report was prepared by me or under my direct �♦♦♦ c;•' '•Fy
supervision and that I am a duly LicensedLICENSED
�: �•2
Professional Engineer under the laws of the ; pR0 ESSIONAL•; Kra
State of Minnesota = . ENGINEER • _
!r.(p• •Q 5FA Design Group.LLr
58974 '/� o� �.
Print Name: Jesse D �� -•. :p � pun.=.a.oR`` se=ne.wA
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Signature: ''��1op x
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Date 10.10. 22 License # 58974
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11 III=1 I 111— 11 I 1EI11- 11 11 11=
(E) CONC FOOTING TYP 1111_
® N I II 11=1 I I—III-
11III=IIIIII1 I I=� 11_ PROJECT NO:
IBA22-454
DESIGNED BY:
BH
DRAWN BY:
BH
CHECKED BY:
NOTES: EARTH PLATE DETAIL DATE: JLD
1. REF PLAN FOR LAYOUT & INSTALLATION REVS 10.10.2022
2. ENTIRE ANCHOR ASSEMBLY IS HD GALV
SHEET NO:
E CMU WALL/ N WALL ANCHOR SECTION
1 S4.23
SCALE: /4"=1'—0"
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