HomeMy WebLinkAbout2022.08.30 Cameron Residence Report 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• Q 5FA Design Group.LLr
DESIGN CRITERIADoi '�'� 58974 0CT0 "
Print Name: Jesse � •p � """" "�Portlan:OR Llve1moe,CAI Seattle,WA
BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): Signature: E i��• •����```` P 503'�'�" �2018 INTERNATIONAL BUILDING CODE (IBC) Date 08.30.(/2 License # 58974 W
2018 INTERNATIONAL RESIDENTIAL CODE (IRC) Q
2020 MINNESOTA BUILDING CODE
2020 MINNESOTA RESIDENTIAL CODE <
DEAD LOADS: Lij 0
FLOOR DEAD LOAD 15 PSF U 0 w
INTERIOR WOOD WALL DEAD LOAD 9 PSF I MG I NTELLIJACK SYSTEM INFO z Z) z
LIVE LOADS: W MIN YIELD MIN TENSILE JO Ir M
FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF PART DESCRIPTION COMMENTS � Q Z �
STRESS, Fy STRESS, F„ Q LO
DEFLECTIONS: ,> > > LO
TOTAL LOAD DEFLECTION LIMIT L 240 ASTM A500, GRADE C 3 /2 OxO.165X L MECHANICAL TUBING W Z
/ IJ-350 (L=36 , 60 , 84 , & 120 - FIELD CUT TO LENGTH). GALV TO 46 KSI 62 KSI C O
LIVE LOAD DEFLECTION LIMIT L/360 ASTM A1057 z ~cr O W
REFERENCE STANDARDS: ASTM A36 HRP&O R1/2x5x0'-6" W/ (4) 0.313"0 HOLES AT O J
CONFORM TO IBC CHAPTER 18 "SOILS & FOUNDATIONS" IJ-TP CORNERS & (1) 13/4"0x'/4x11/4" RETAINING RING CENTERED ON WOOD BEAM 36 KSI 58 KSI 0 O Q 0
CONDITION 0- 0 tr
DESIGN SOIL VALUES: R W/ 1/4" EXTERNAL FILLET WELD ALL AROUND. CLEAR ZINC W 0- LL
ELECTROPLATED TO ASTM B633 TYPE III rn
ALLOWABLE FOUNDATION PRESSURE (ASSUMED) 1500 PSF ASTM A992 STEEL S SHAPE BEAM (L=120" & 144" - FIELD CUT (N) STEEL BEAM Q Cn LO
INTELLIBRACE
S4x7.7 TO LENGTH) CONDITION 50 KSI 65 KSI V
cc:
MATERIALS ASTM A36 HRP&O V/4x3.3x1l/4x4l/2 SHAPED TO RECEIVE S47.7 O
STEEL BEAM - ASTM GRADE 50 KSI BEAM FLANGE W/ 13/4"0x1/4x11/4" RETAINING RING CENTERED ON O
(MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58KSI) IJ-CS R W/ 1/4" EXTERNAL FILLET WELD ALL AROUND. (N) STEEL BEAM 36 KSI 58 KSI L -
CONDITION
MOUNTING BRACKETS - ASTM A36 ZINC ELECTROPLATED TO ASTM B633 TYPE III
(MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58KSI) (INTERMEDIATE LOCATIONS)
MOUNTING HARDWARE - GRADE 5
(MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 62KSI) ASTM A36 HRP&O RV/2x31/2xO'-31/2" W/ (1) 0.563"0 HOLE
IJ-BP CENTERED ON l?- & ASTM A513 3.13"0x0.188%1" RING W/ 1/4" ENDUROCRETE 36 KSI 58 KSI GENERAL NOTES
CORROSION PROTECTION INTERNAL FILLET WELD ALL AROUND. FOOTING CONDITION
SYSTEM COMPONENTS AND HARDWARE ARE ZINC PLATED IN ACCORDANCE WITH ASTM B633 CLEAR ZINC ELECTROPLATED TO ASTM B633 TYPE III
REVISIONS
WELDING NOTES IJ-SA ASTM A380/A3380M FINISH %"Ox4l/4" EMBED SS SLEEVE ENDUROCRETE
CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS ANCHOR W/ HEX NUT (COMMERCIALLY AVAILABLE) FOOTING CONDITION
REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. 14"Ox6" FIBER REINF PRECAST CONC FTG (ENDURACRETE) W/
RETE
IJ-IC 3/4"0 HOLE AT CENTER & 3/4" CHAMFER AT UPPER FOOTING CONDITION
CIRCUMFERENCE (5,000 PSI MIN)
ASTM F1554-GR55 S1 11/4"OX10" THREADED ROD W/ HEAVY HEX PROJECT NO:
IJ-LR 55 KSI 75 KSI IBA22-378
NUT (TACK WELD) DESIGNED BY:
CLEAR ZINC ELECTROPLATED TO ASTM B633 TYPE III BE
DRAWN BY:
ASTM A108-13 (1018) 31/2"Ox1" W/ 1 1/4"-7 THREADS & BE
IJ-TC RECESSED SHOULDER TO FIT INSIDE THE IJ350. CLEAR ZINC 50 KSI 68 KSI CHECKED BY:
JLDELECTROPLATED TO ASTM B633 TYPE III DATE ATE CVR
:
NOTE: 08.30.2022
INSTALL PER MFR RECOMMENDATIONS SHEET NO:
S1 . 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;•''.''•Fy�//�
supervision and that I am a duly Licensed
Professional Engineer under the laws of the LICENSED _ a
State of Minnesota = PROFESSIONAL _
58974 •�AQ 5FA Design Group,LLr
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Print Name: Jesse D /�
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Date 08.30. 22 License # 58974 W
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(E) FOUNDATION/(N) INTELLIJACK/INTELIBRACE LAYOUT PLAN NOTES: I I
z Z) z
1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS o W J Ir N
JOM
2• CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 Q z �
- - - - - - - - - - -
BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS —I— — — — — — — — — — — — rt 7 (n 2 LO
r �
PRIOR TO WORK TYP I 6 ILI I I W 0 Z
w I CC oZS O g
3• INDICATES (E) CMU WALL ON (E) CONC FOOTING (CONTRACTOR TO 1 Im I I p
0 Q ' O
VERIFY 8„Wx7>-0nH (E) CMU WALL AND 1'-4,>Wx24„DP (E) CONC 1 I o I J
FOOTING MIN TYP (NOTIFY ENGINEER OF RECORD IF FIELD I 1 o Iz "' " " 0
� — 4 3 -0 I2 -0 OQ —
CONDITIONS DIFFER IN THE AREA OF WORK)) I ' — 5 `� 0— 0 tr
L j _ S4x7.7 DB W LL
4. SECTION CUT — DETAIL NUMBER/SHEET NUMBER i 5 — — — — — —N — — — r — r —
X/SX.X Q U) LO
2'-0 I N (6) EQ (SPACES L — J L 1 1 2'-0" o (�
5. Q INDICATES LOCATION OF INTELLIJACK SYSTEM ((13) TOTAL) r — r — r — r — r — K,
• MAX LOAD TO INTELLIJACK = 3,694 LBS
I LIDo I ILL
1 I Co) I 14}1— 1 0 1 al l 0
6. INTELLIJACK SPACING SHALL BE AS INDICATED ON PLAN (4'-8" OC MAX) UNO I L — J L — J L — J L — J L — J L — J L — J
7• ® INDICATES LOCATION OF S4x7.7 INTELLIBRACE SYSTEM W/ (2) BOLT IB—JMB I 14 (E) DROPPED BEAM TYP L.L
JOIST MOUNTING BRACKET ((6) TOTAL)
0I
8, INTELLIBRACE SPACING SHALL BE AS INDICATED ON PLAN BUT MAY BE ADJUSTED N I 1 L — J L — J 1 L J L — J 1 1 1
TO ALIGN W/ FRAMING MEMBERS ABOVE UP TO A MAX SPACING OF 4'-10" I 3 I INTELLIJACK/
9. REPLACE "IN—KIND" ALL (E) 1 WOOD MEMBERS (JOISTS, PURLINS, I 1 6'-0" (3) EQ SPI CES 8'-0' INTELLIBRACE
1 LYOUT PLAN
SUBPURLINS, SHEATHING, STUDS, WALL PLATES) WHICH SHOW SIGNS OF I I 3
DRY ROT OR STRUCTURAL DAMAGE I I 2 —0 SQx6"DP /4 MINUS REVISIONS
I COMPACTED CRUSHED
10. ALL FASTENERS AND HARDWARE IN CONTACT W/ PT WOOD, CONCRETE OR 1 2 I STONE FTG W/ IJ—IC
MASONRY SHALL BE HOT—DIPPED ZINC—COATED GALVANIZED STEEL OR I 1 S4.1 TYP (E) O GRADE 1 ENDURACRETE FTG PER
STAINLESS STEEL ON GRAD GENERAL NOTES TYP
11. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC
CEMENT OR EPDXY
12• ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO 1 I 1 PIB022-3 so:
I I I DESIGNED BY:
� � - - - - - - - - - - - -I- - - - - - - - - - - - � J 1 BE
2 DRAWN BY:
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J BE
0
CHECKED BY:
I JLD,CVR
N DATE:
08.30.2022
(E) FOUNDATION/(N) INTELLIJACK/INTELIBRACE LAYOUT PLAN SHEET NO:
SCALE: 3/16 =1'-0" z" S2. 1
e
PROFESSIONAL ENGINEER
(E) WALL I hereby certify that this plan, specification, or ``���XXXIIIII E •I�'''i��/
(E) WALL SHEATHING report was prepared by me or under my direct `�N CO • •Fy
FRAMING
supervision and that I am a duly Licensed �: •.7i
Professional Engineer under the laws of the LICENSED _ a
PROFESSIONAL
(E) BLOCKING PROVIDE (4) BAYS FULL State of Minnesota = ENGINEER
AS OCCURS r► DEPTH 2x BLOCKING W/ (2) Nj,• 58974 0Q� SFA Design Group,L�r
I Q 16d TOE—NAILS EA SIDE Print Name: Jesse D %/'9. :p
r Portlantl,OR Llvemoe,CA Seattle,WA
/ �,(�• --��•G J�� n:(so3)sa�-ean.,,.,.mde.�m
(E) 200 RIM Signature: //��i����•FiIVI�� `��````
LOAD POSITIONI x x CONT 2x8 BLOCKING W/
BRACKET PER MFR 10d NAILS AT 3" OC Date 08.30. 22 License # 58974 W
f (E) FLOOR SHEATHING Q
(E) GRADE (3) 10d NAILS TO
9" EA (E) JOIST TYP
MAX TOP MOUNTING w
LOA BRACKET PER MFR U z
w
-III III III T—NUT PER MFR
—� IIII LOCKING BOLT PER MFR Q J DC
a O CO
— (E) FLOOR FRAMING W 2 LID
Z
(E) BEAM C � O
IJ—LR PER GENERAL (41/2"W MIN) z O w
IMG INTELLIBRACE • NOTES (3" MAX Ocr J
PER PLAN (CLIP UNBRACED THREADED Er O Q
Q CORNER AS REQ'D SECTION A-A ROD LENGTH) IMG IJ—TP PER GENERAL O_ O
a AT BOTT FOR NOTES W/ (4) #12x3" W o— � w
TIGHT FIT TO WOOD SCREWS M
o BOTT/BENT R) IMG IJ—TC PER V U) LO
GENERAL NOTES IMG IJ-350 PER
LO GENERAL NOTES (CUT
TO REQ'D LENGTH) O
IB—EBP BASE ItPER MFR 2500 PSI CONC OJ
UR
(E) CMU WALL W/ (2) 1/2"Ox23/4" SIMP & ROILLD
(TO REMOVE
STRONG—BOLT 2 ANCHORS 1 & ROD TO REMOVE �
MIN AIR POCKETS)
z_ m. (E) CONC SLAB ON
GRADE (SAWCUT AS
i 1=I 11= 11- REQ'D) 4" IMG IJ—BP W/ IJ—SA PER DETAILS
-I I SECTION B-B MIN GENERAL NOTES
!� (E) CONC SLAB REVISIONS
B ON GRADE
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1 I e I I 1III—III1 =I I ° 1 11-
(E) CONC FOOTING z =_ IMG IJ—IC PER
GENERAL NOTES PROJECT NO:
-III e d. a III— ICE I—' IBA22-378
_ III—IIII -III1 II COMPACTED CRUSHED DBE
ESIGNED BY:
PER — —_ STONE BASE PER PLAN DRAWN BY:
PLAN BE
CHECKED BY:
NOTES: JLD,CVR
1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S Doa ATE
2. INSTALL PER MFR RECOMMENDATIONS
SHEET NO:
N IMG INTELLIBRACE AT E CMU WALL INTELLIJACK AT E SLAB ON GRADE 1 2 S4. 1
_ SCALE: 3/4"=1'—O" SCALE: 1"=1'-0"
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;•''.''•Fy�//�
supervision and that I am a duly Licensed
Professional Engineer under the laws of the LICENSED _ a
State of Minnesota = PRENGSNEERAL _
(f�' 58974 •A•Q 5FA Design Group.LLr
i�•Print Name: Jesse D '///�����•0• I •
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Date 08.30. 22 License58974
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(E) FLOOR FRAMING (E) FLOOR SHEATHING Q/MECHANICAL TUBING (n > 2 LO
IJ-LR PER GENERAL
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NOTES (3" MAX STEEL BEAM PER PLAN CC 2
UNBRACED THREADED
ROD LENGTH) OTES-CS PER GENERAL I Z OOR O J
IMG IJ-TC PER J IST LTYP 0- a0 pC
GENERAL NOTES ---- W 0- -,1- LL
---- Q Cn M
IMG IJ-350 PER STEEL BEAM PER PLAN C)
GENERAL NOTES (CUT cc:
TO REQ'D LENGTH) 2'-0" O
2500 PSI CONC 0
INFILL (UNDERPOUR J
& ROD TO REMOVE LL-
AIR POCKETS) 1
(E) CONC SLAB ON
GRADE (SAWCUT AS
REQ'D) 4" IMG IJ-BP W/ IJ-SA PER DETAILS
MIN GENERAL NOTES STEEL BEAM END CONDITION
d REVISIONS
a
a
d d.� _
1- d
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z IMG IJ-IC PER
LLJ GENERAL NOTES
PROJECT NO:
IBA22-378
-III l l l—III _ 1 II COMPACTED CRUSHED DBEIGNED BY:
_ —� PER — — STONE BASE PER PLAN DRAWN BY:
PLAN BE
NOTES: CH EC,C RBY:
1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S NOTE: D08 30.2022
2. INSTALL PER MFR RECOMMENDATIONS REF 1/S4.2 FOR CALLOUTS IN COMMON
SHEET NO:
INTELLIJACK AT E SLAB ON GRADE 1 N INTELLIJACK W/ SUPPLEMENTAL BEAM 2 S4.2
SCALE: 1"=1'-0" SCALE: 1"=1'-0"