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1. DESIGN DATA 5. WOOD FRAMING ��� ,���;' e GR'D LUMBER
A. BUILDING CODE: IBC 2012,w/STATE of MN AMENDMENTs A. MAT'L PROPs: SU jec to Fie1 t �# ENGR'D LUMBER SHALL NOT be NOTCHED or BORED.
B. DESIGN LOADs: a. JSTs& HDRs: SPF#1/#2 2 b 1 1 0�'� b. WHERE PSL POSTs REQ'D, BLK POSTs in TRUSS SPA w/2x6
b. STUD GR: SPF#1/#2 �
a. RF U �('�cy cc��3d SPF.
• SL(DESIGN SL)-----------35 PSF c. ENGR'D: LVL Fb= 2.6 KSI, E =1.9 MPSt ^
• LL----------------------------20 PSF . � � , c. FOR MULTIPLE PLY LVL CONN DTL, SEE 1/S300.
• DL(DESIGN DL)-----------25 PSF PSL P8 2.5 KSI, 1.8 MPSI
b. FLR 'P2' 2.9 KSI, 2.0 MPSI ' D ,� d. CONNs FOR GLBs SHALL BE DES'D& PROVID'D by BM SIGURD
-40 PSF LSL ;S3' Fb= 1.7 KSI, E=1.3r MPSI U SUPPLIER ENGINEERING.com
• LL------------------------ S35 1.73 KSI, 1.3� M PSI
DL(SUPERIMPOSED DL)--- 20 PSF � � UDO on DWGs. BM RXNs ARE NOTED on PLANs. @gmail
2. SITE WORK S5 2.25 KSI, 1.5 MPSI LLC
A. GEOTECHNICAL REPORT 'S55' 2.32 KSI, 1.5!i MPSI F. WALL BRACING PLAN (FRM) STRUCTURAL
a. DESIGN w/NET SOIL BRG CAPACITY as follows: WD DECK: CEDAR#1/#2 a. CS-WSP (CONT STHG-WALL STRUCT PNL)- 7/16"OSB Richfeld,MN
• SPREAD&/or STRIP FTGs--------2000 PSF TREATED SYP (612)396-4992
b. FTAO: SHTG EDGE FASTENERs CAN BE OMIT'D WHEN
b. MIN FROST DEPTH: 3'-6" COINCIDING w/STRAP LOCs,ASSUM'G the STRAP NAIL'G IS @
B. POSTs (in GENERAL): CLOSER NAIL SPAC THAN the PNL EDGE NAIL'G. IN ADD'N, ' �
3. CONCRETE a. PROVIDE MIN 2 TRIM & 1 KING POST @ ENDs of all H�Rs. STRAPP'G CAN BE INSTALL'D on the INT FACE of STUDs IN S`�� � �� �
A. CONC MAT'L PROPs: ORDER to PREVENT CONFLICT w/WDW&SIDING INSTALL. IF ��� ��L`
a. STRENGTH f�PSI b. WHEN POSTs ARE CALLED-OUT, BMs& HDRs SHALL BEAR FULLY on POSTs or the STRAPP'G IS INSTALL'D on the INT SIDE, SPECIAL DTL'G IS Ecklin Porch
• SPREAD&/or STRIP FTGs 3000 FULL WIDTH of SUPPORT'G MEMBERs. REQ'D: BLK'G SHOULD BE FULL-DEPTH of the WALL STUDs SO
• PIERs, GR BMs, FDN WALLs 4000 THAT the STRAP CAN BE INSTALL'D to the BLK'G w/REQ'D
• INT SOG 4000 c. ALL BMs&JSTs NOT BRG on SUPPORT'G MEMBERs SHALL BE FRM'D w/"SST" FASTENERs.
• EXT SOG 4000 JST HANGERs or EQ: USE TYPE"U"(or EQ)for SGL 2x's& DBL 2x's; &TYPE "UTF" 16900 Diamonte Path
for TRUSSES where REQ'D. THE JST HANGERs SHALL BE NAIL'D USING 6. NEW WORK IN CONJUNCTION w/IE)CONSTR Lakeville, MN 55044
b. CONC SLABs EXPOSED to FREEZE/THAW CYCLES SHALL SPECIAL NAILs SUPPL'D by the HANGER MFR. A. THE KTR SHALL VFY by FIELD CHK,ALL SIZES, DIMs, ELEVs,
HAVE AIR ENTRAINMENT of 6% t 1%by VOL. LOCs, ETC. of ELEMENTS OF THE(E)CONSTR WHICH ARE
RELEVANT to the NEW CONSTR. � -�
C. DIM LUMBER �
c. CONC MIX DES's&SUPPORTIVE DATA must be SUBMT'D for a. ALL JSTs(greater than 2x8)shall be SUPPORT'D LAT @ENDs&@EA SUPPORT by B. ALL DIMs INVOLVING NEW WORK TYING INTO or GOVERNED by � �1�
APPRV'L according to ACI-318§5.3 SOLID BLK'G EXCEPT where ENDs of JSTs ARE NAIL'D to a HDR, BAND or RIM �E)CONSTR SHALL BE FIELD CHK'D by the KTR& FURNISH'D to �Q�
JST, or to an ADJOINING STUD. SOLID BLK'G shall be NOT LESS THAN 2"THK the SUB-KTR PRIOR to FAB of ANY WORK.THE VER'D DIMs ���� ��
B. REINFORCING NOR the FULL DEPTH of the JST. SHALL APPEAR& BE NOTED AS SUCH on the 1 ST SHOP DWG
a. REINF MAT'L PROPs: STRENGTH f�KS1 ASTM SUBMIT'D. L �6� d�
• ALL BARs (UNO)-------------------60 A615 b. PROVIDE MIN 2-2x8 HDRs over ALL OPGs in BRG Walis where NO HDRs are C. THE ENGR HAS MADE ASSUMPTIONs CONCERN G the �.�.
• TIES &STIRRUPs------------------- 60 A615 CALLED-OUT. MAX SPAN for 2-2x8 HDRs shall be 3'-4". SOUNDNESS of the(E) BLDGs&THESE ASSUMPTIONs ARE that Project: 20.118
• WWF (SMOOTH) ------------- 65 A185 this BLDG WAS DES'D&CONSTR'D in CONFORMITY w/GOOD
c. PROVIDE MIN 2-2x's @ENDs of ALL HDRs in Non-BRG Walls. DES &CONSTR PRACTICES. THE KTR SHALL TAKE # Revision Date
EXTRAORDINARY PRECAUTIONs CONCERNING
b. MECH SPLICES shall be BAR-LOCK(ICC ER-5064)or EQ w/ PRESERVATION of the BLDG DURING DEMO& NEW CONSTR 0 Plan Set 20-Jan'21
PRIOR WRITTEN APPRV'L from the S.O.R. d. JSTs SHALL BEAR on FULL WIDTH of SUPPORT'G MEMBERs. WORK. FURTHER, HE/SHE SHALL AGREE to ASSUME ALL
4. MASONRY e. HDRs or POSTs MADE-UP of 2 or MORE 2x'S shall be TOENAIL'D together w/16d RESPONSIBILITY for the PRESERVATION of THIS PROPERTY.
A. MAT'L PROPs: COMPRESSV STRENGTH �Z ASTM NAILs @ 8"o.c. STAGGER'D. D. THE KTR SHALL NOTIFY the ARCH/ENGR IMMEDIATELY of ANY
a. HOLLOW MAS UNITs 1900 C90-N,I DISCREPANCIES BTWN CONSTR DOCs&ACTUAL FIELD
b. HOLLOW MAS UNITs REINF WALLS 3000 C90-N,I f. BOT PLs of ALL EXT STUD WALLs & INT BRG WALLs shall be ANCHOR'D to NEW CONDITIONs.
E. ALL HOLES THRU (E) CONC or MAS CONSTR shall be I herebycertifythis plan sheet,spec,or
C. HOLLOW UNIT MAS (ASSY) 1500 fm CONC w/'/"Q1 ABS @ 4'-0"O.C. o�w/EQ ANCHORS 2S APPRV'D by ENGR. COREDRILL'D Or SAW CUT. NEW OPGs MUST BE MADE w/ reportwasprepared bymeorundermy
d. REINF HOLLOW UNIT MAS (ASSY) 2000fm , , directsupervisbn&thatlamaduly
e. MORTAR TYPE-S LOAD BRG BLK 1800 C270 SEE S001 for NAIL'G SCH. ENGR s APPRV L. �icensed(#52zoo)P.E.(structura�)
� � g• under the Laws of the State of M N.
f. MORTAR TYPE-M (LOAD BRG BLK) 2500 C270 �
g. GROUT COREFILL 2500 C476 h. ALL ITEMS in CONTACT w/TREATED LUMBER shall be either HOT DIPPED .� �e��l � � ��� �i� ���`
h. COLD DRAWN STL WIRE 70,00 A82 GALVANIZED or HAVE G185 TREATMENT. ,�..�.�,r-�.�1,�� -
1� "` Erik S Lund 2/4/2021
B. GENERAL MAS i. FOR NOTCHING & HOLE BORING GUIDE SEE_/S p � �'T' t�� 6:18:52 PM
a. CONC MAS WALLs shall have CJs @ a MAX of 30'-0". ��Cl"� � ��� � �
D. ROOF(RF)8 FLOOR(FLR)SHEATHING (SHTG)
b. PROVIDE STD 90° HOOK DWLs BTWN FDN &WALLs EQ to a. SYSTEMS: �"�����.{..�;�\ �' t O`
the SIZE&SPAC'G of the VERT REINF. • RF 5/8"APA RATED PW/OSB �
• FLR 3/4"T&G APA RATED PW/OSB (GLU'D& NAIL'D) General
c. PROVIDE CONT BOND BM REINF w/2-#4 BARs or AS NOTED. � � \ ���1 s b�� ,�p�<
DISCONT BARs @ CJs-UNO. b. PROVIDE PLY CLIPs @ALL JT LOCs in PW(in lieu of T&G EDGE) MIDWAY BTWN ��� �U a ��1'� �tructural Notes
SUPPORTs where JT is NOT CONT SUPPORT'D. ,�_� 1 efs ��`�M�
d. PROVIDE 8"CONC MAS LINTEL w/2-#4 BARs above DOORs& 1,�J f�a,
WDWs up to 4'-0"WIDE. USE 16"CONC MAS LINTEL w/2-#5 c. ATTACH RF& FLR SHTG to FRM MEMBERs w/10d NAILs (0.128"o x 3")@ 6"o.c. �,�p��
BARs T&B up to 8'-0"WIDE-UNO. @PNL EDGEs& 12"o.c. @ INT SUPPORTs. S O O O
d. FOR FLR DIAPHRAGM NAIL'G, SEE_/S �' .
@ = AT or EACH. .(i.e. DIM o.c.) ENGR = ENGINEER PROF= PROFESSIONAL
& = AND EQ = EQUAL/EQUIVALENT(CY) PROJ= PROJECT
r� = DIAMETER EST = ESTIMATE PSF = LBS PER SQ FT
(#)= QTY OF#IN NUMBER EXT = EXTERIOR PSI = LBS PER SQ INCH
# = NUMBER PSL = PARALLEL STRAND LUMBER
§ = SECTION FDN = FOUNDATION PW = PLYWOOD � /
...'D = PAST-TENSE FLR = FLOOR QTY = QUANTITY
...'G = ...WG FRM = FRAME "
AB= ANCHOR BOLT=AR FTAO= FORCE XFER AROUND OPGs REG = REGISTER ' `�., ���, �`
ACCORD=ACCORDANCE FTG = FOOTING REISOP= P.E. IN STATE OF PROJ / '��, ,,, SIGURD
ADD'L = ADDITIONAL REQ('T) = REQUIRE(D), (MENT) � ��.� `� ENGINEERING.00m
APPRV = APPROVE(AL) GC = GENERAL KTR RES = RESIDENTIAL @gmail
AR= ANCHOR ROD =AB GEOTECH = GEOTECHNICAL REV = REVISION or REVISE(D) LLC
ASSOC = ASSOCIATION GLB = GLULAM BM RF= ROOF ���� � � � STRUCTURAL
ASSY= ASSEMBLY GLULAM= GLUED LAMINATED TIMBER RND = ROUND ��'� � �� �, �
AUTH= AUTHOR(IZE/IZATION) GR = GRADE R.O. = ROUGH OPG �' ���' �� Richfield,MN
�'ri� '� �/ //�� / (612)396-4992
AUTO= AUTOMATIC(ALLY) GSN = GENERAL STRUCT NOTES RVW = REVIEW ���� �����/�� �� �: %
/ . ��%//% / � � % � � �
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BLDG = BUILDING HD = HOLDOWN S = SOUTH j�" / �� � `� ����'
BLK = BLOCK(ING) HDR = HEADER SCR = SCREW „��'�/�/ ; �/����j �
BM = BEAM HT= HEIGHT SEC = SECTION � � � % -� %� �
B.O. = BOT OF SGL = SINGLE � j� -` ��'�j/
BOT = BOTTOM IAW = IN ACCORDANCE w/ SHTG= SHEATHING ��� � % � Ecklin Porch
BRAC= BRACE(ING) I.E. = ID EST ("IN OTHER WORDS") SIM = SIMILAR `�= /�
BRD = BOARD INCL = INCLUDING SL= SNOW LOAD �
BRG = BEAR, BEARING INSP = INSPECTION SPA = SPACE(s)
BS= BOTH SIDES INST = INSTITUTE SPAC= SPACING 16900 Diamonte Path
BSMT= BASEMENT INSTALL= INSTALL(ATION) SPEC= SPECIF(IED), (ICATION) Lakeville, MN 55044
BTWN = BETWEEN INT = INTERIOR SPF = SPRUCE-PINE-FIR
BULL = BULLETIN INT'L = INTERNATIONAL SST = SIMPSON STRONG-TIE�
BWL = BRACING WALL LINE IRC = INT'L RES CODE STD = STANDARD
BWP = BRACING WALL PNL STRUCT= STRUCTUR(AL)
JST = JOIST SW = STRONG-WALL(WOOD)
CALC= CALCULATION KSI = KIPS PER SQ INCH SYP = SOUTHERN YELLOW PINE
CANT= CANTILEVERED
CC = COL CAP LACE= LATEST ADOPTED CODE ED T&B = TOP&BOTTOM � Axon - SW Aerial
CCD = CONSTR CHANGE DIRECTIVE LAM = LAMINATE/LAMINATED T-C-DECKLAT##= SST TECH BULL �
CERT= CERTIF(Y), (ICATION) LAT = LATERAL or LATERALLY TECH= TECHNICAL Project: 20.118
CIP = CAST-IN-PLACE LG= LONG THK = THICK/THICKNESS
CG = CTR OF GRAVITY LIN = LINE or LINEAL T.O. = TOP OF (ELEV) # Revision Date
CHK = CHECK L-L-WSWWDBEAM##= SST TECH BULL TFE= ...FTG... 0 Plan Set 20-Jan'21
CJ= CONTROL JOINT LL= LIVE LOAD TWE _ ...WALL...
CL= CTR LINE LOC = LOCATION
CLR = CLEAR(ANCE) LONGIT = LONGITUDINAL TYP = TYPICAL
CMU = CONCRETE MAS UNIT Lvl= Level
COL = COLUMN LVL = LAM VENEER LUMBER UNK = UNKNOWN
COMB = COMBINED UNO = UNLESS NOTED OTHERWISE
I hereby certify this plan sheet,spec,or
CONN = CONNECT(ION) MAT'L = MATERIAL USP = USP STRUCT CONNS� reportwas prepared by me or under my
CONSTR = CONSTRUCT(ION) MAX = MAXIMUM direct super�san 8�that�am a duly
CONT = CONTINU(E/OUS) MIN = MINIMUM VERT= VERTICAL SHEET LIST nderthe(#aws�of)thestst oftMN)
CVR = COVER MN = MINNESOTA VFY = VERIFY R@V # Name ISSU@d By /1
cs = COURSES VOL = VOLUME ��� � ����
N = NORTH 0 S000 General Structural Notes 20-Jan'21 ESL -
DEMO = DEMOLI(SH/TION) NIC = NOT IN CONTRACT W = WEST Erik S Lund 2/4/2021
DES = DESIGN(ATED) NOM = NOMINAL w/ = WITH � 5��� Abbreviations (Structural) & Sheet List 20-Jan'2� ESL 6:18:53 PM
DF= DOUGLAS-FIR NOMEN = NOMENCLATURE wi/= WITHIN 0 $002 Legend & Schedule 20-Jan'21 ESL
DIM = DIMENSION(AL) NS= NEAR SIDE wo/ = WITHOUT
DIR = DIRECTION NTS = NOT-TO-SCALE WBP = WALL BRACING PLAN 1 S100 Foundation Plan 4-Feb�2� E$L
DNI = DOES NOT INCL WD = WOOD � Abbreviations
DR = DOOR (when not in address) o.c. = ON CENTER(s) WDW= WINDOW 0 S101 Framing Plan (Main Level) 20-Jan 21 ESL
DTL = DETAIL OPG = OPENING WF... = WALL FTG (FDN MK PREFIX) � $�OZ Roof Framing Plan 20-Jan�2� ESL (Structural)
DWG = DRAWING OPP = OPPOSITE WL = WIND LOAD , & Sheet List
WSW= WD STRONG WALL 0 S200 Building Elevations (North & South) 20-Jan 21 ESL
(E)= EXISTING PB= POST BASE 1 S201 Building Elevations (East & West) 4-Feb'21 ESL
E = EAST P&B = POST AND BEAM (FRM) XFER= TRANSFER �
EA= EACH PE= PROF ENGR XSEC= CROSS-SECTION O S3OO Details 20-Jan'Z'I ESL �O O
ED= EDITION PFH = PORTAL FRAME w/HDs 0 S301 Wood Shear Wall Details 20-Jan'2� ESL
ELEV= ELEVATION PLF = LBS PER LINEAL FT
EMBED = EMBEDDED/EMBEDMENT PNL = PANEL
2x's L P S D T G ALL VALUES SHALL BE NOMINAL SIGURD
— - ----- # = QTY(a.k.a.#OF PLIES) ENGINEERING.com
# # type b d b =WIDTH (TOTAL OF MEMBER) @gmail
HEADERS: d d type
d = DEPTH (TOTAL OF MEMBER) LLC
NAILING SCHEDULE "TYPE"OF MAT'L NOMENCLATURE STRUCTURAL
2x = SPF#2 or Better Richfield,MN
L = LVL(1.9E and Fb=2600 psi MIN) (612)396-a992
CONNECTION NAILING POSTS: � b�d S= = PSL�see GSN for'E'-VALUESj
# � D - Dimension Lumber(SPF...)
JST TO SILL OR GIRDER, 3-8d T =Timbers (Specs in GSN)
TOENAIL G = Glued Laminated (Specs in GSN)
��,T�,or�'= Non-STD XSec(Longhand callout) Ecklin Porch
TOP PL TO STUD, END NAIL 2x4 STUD 2-16d, 2x6 or
LARGER STUD 3-16d WESTERN SPECIES GLULAM INDEX MAP
16900 Diamonte Path
STUD TO SOLE PL 4-8d, TOENAIL or 2x4 STUD 2-16d, ENGR'D LUMBER INDEX MAP Lakeville, MN 55044
SPEC''" SPEC*"
END NAIL 2x6 STUD or LARGER 3-16d Nonn DIMs Nonn �( IMs) SPECIFIED (DIMENSIONs)
NOMINAL
DBL STUDs, FACE NAIL 16d @ 24�� O.C. 4A 3 %8" 23 22,�z„ (INDEX) LVL LSL 1.3E LSL 1.35E LSL 1.5E LSL 1.55E
4 3'/�" 24 1 (same)---> 1 '/z"
DBL TOP PLs, FACE NAIL 16d @ 16" O.C. 6A 5 1/8° 2s 2s�°
6 5 Yz" 27 2 1 '/:' <--(same) <---(same)
6S 29 28%"
TOP PLs, LAPS 8c 8A 6'/." 30 4 3'/z" (same) (same) Project: 20.118
INTERSECTIONs, FACE NAIL . 2-16d �'� s2 31 %z��
10A 8 S/." 33 5 4 3/8"<- D # Revision Date
�� 9S 35 34'/2" 5 %< •- B 5 %< <- B 0 Plan Set 20-Jan'21
CONT HDR, TWO PIECES 16d @ 16 o.c. ALONG EA EDGE �o s v4� 36
10L 9'/" 38 37'/" 6 5'/2' (same) (same) (same)
CEILING JSTs TO PL, TOENAIL 3-8d �o�z 39
12A 10$/." 41 40%" 8 7'/<" (same) (same) (same) (same)
12 11 '/+" 42
CONT HDR TO STUD, TOENAIL 4-8d �2� 11 7/8° 44 43'/2" 9 9 �4� s si$° s �° s �°
�2S 45 I hereby certrfy this plan sheet,spec,or
„ � report was prepared by me or under my
CEILING JSTs LAPs OVER 3-16d 13 �2��< a� 46 /��
direct supervision&that I am a duly
� 13%2 48 10 9'/2' 9%4' 9%" g/�� Licensed(#52200)P.E.(Structural)
PARTITIONs, FACE NAIL 14 so 49%2" undertheLawsoftheStateofMN.
15 51 11 11 '/<" (same) (same) (same) /1 D !
CEILING JSTs TO PARALLEL 3-16d 16 53 s2��� ��z, �� ��-�-��t--
16% 54 Erik S Lund 2/4/2021
RAFTERs, FACE NAIL 18 56 55'/" 12 11 7/8" (same) (same) 6:18:53 PM
19'/ 57
RAFTER TO PL, TOENAIL 3-8d 20 59 58/" 14 14" (same) (same)
(NOT APP TO TRUSS CONNs) 2� so �6 16" <--(same) (same)
18 18" (same)
'``NO SPEC QUOT'D, IF SPEC = NOM or#S 20 20"
BUILT-UP CORNER STUDs 16d @ 24" O.C. (i.e. 9S = 9��� Legend &
PSLs: 3 s i2�� Schedule
BUILT-UP GIRDER & BMs 20d 32" o.c. FACE NAIL T&B STAGGER'D NOMENCLATURE: A=ARCHITECTURAL 5 5%<'�
@ S= SPEC'D 7 7"
(3 or MORE PIECEs EXCL LVLs) 20d FACE NAIL @ ENDs & @ EA SPLICE L= LVL(MATCH NOM) (SAME AS LVLs HEREAFTER)
Nailin Schedule
S002
12" = 1'-0"
�
FDN NOTE: ��b� �a �� ��
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VIF ALL (E) DIMs �,,,,�' '�� ,��� � 9
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� � STRUCTURAL
Richfield,MN
(612)396-4992
A B C D
, ,
12"fd x 3'-6" M I N P I E R —71 �� —� � �—' -- 6 �� '
SPF 6x6 POST 4 P � Ecklin Porch
SIMPSON CB66 '0" 7' - 0"' 14' - 0"' 20' - 0"'
TYP ,� �' �' �'
, , , 16900 Diamonte Path
6' - 9 1/4" 6' - 9 1/4" 6' - 0" �akeville, M N 55044
�" 2 = - - - - - - - - - - - - - - - - �
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20"fl1 BELL 18"Q1 BELL 22"Ql BELL 18"Q� BELL
Project: 20.118
I � I � � � # Revision Date
0 Plan Set 20-Jan'21
% � � . i i i i
� ;� • 1 Constr Set 4-Feb'21
\ `� i i L.�{ i �G�—_ i
6� 1
I \ I I � I I hereby certify this plan sheet,spec,or
� report was prepared by me or under my
direct supenrision&that I am a duly
Licensed(#52200)P.E.(Structural)
I I I I
under the Laws of the State of MN.
. �.�L� ����
� � � � Erik S Lund 2/4/2021
6:18:53 PM
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� � Foundation Plan
0 _______- ---__�.T� �� �____ �
S100
SCALE 3/8"= 1'-0"
SIGURD
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.� . � @gmail
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/ STRUCTURAL
A B C D Richfield,MN
(612)396-4992
0" 7' - 0" 14' - 0" 20' - 0"
.Z�� ` ; 4 � 12 ���
�/ �' � ��;�,v.'r sss ��L` � Ecklin Porch
2 0
� ' see S300 FOR
N STAIR SEC DTLs 16900 Diamonte Path
� SIMPSON JST HANGERs �akeviile, MN 55044
' (FACE MOUNTED) - TYP '
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1�SV 1 r� ' . l/ i / K�a`'
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� ' � 4 12 � 1 � � 4 12 � 2 Project: 20.118
�� S55 ����`� 10 S55 � 12 # Revision Date
'` JST 16"o.c. , ..� � f J( 0 Plan Set 20-Jan'21
. � ` A' _ .� -�
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�. I hereby certify this plan sheet,spec,or
�, report was prepared by me or under my
I I
direct supervision 8 that I am a duly
Licensed(#52200)P.E.(Structural)
under the Laws of the State of MN.
�
- , �~ �� � , �� � �
� � � � � ���
�g o I ,� I Erik S Lund 2/4/2021
_ - -- - - - -
1 \ - � _._ __._.___ 1 . :5
� LEDGER NAILING: �
� 12 16d NAIL @ 8 o.c.'� s�M
1
ssoo - ssoo Framing Plan
. (1) DTT2Z ES (Main Level)
w/ TREATED 2x12
. ,
�' & LEDGERLOKs
r" '��,� ��: '� �_.
�� S 101
.� ����.-� 1ec�{� .
�.
� . SCALE 3/8' - 1 0
� ; o. t E �_ , ,�
ROOF FRAMING NOTE:
• HURRICANE TIEs ea END of EA TRUSS.
• SIMPSON MTL STRAPS PER TRUSS.
SIGURD
ENGINEERING.com
@gmail
LLC
STRUCTURAL
Richfield,MN
� � � Y � � (612)396-4992
SIMPSON WSW 12"x105" l 7' - 0"� ��� �' i 7' - 0" �
ti � �� � -�_�� �._
TRIM TO FIT ��,� , j'� �� ,.., . ';•-` t ,
see S301 ' ` �- ' '
�?�� r ax�Q � � Ecklin Porch
i � � � i L�I
2 � 6 2 �� 6 16900 Diamonte Path
� I 9 �I � Lakeville, MN 55044
; � �, ��1�
i .�31��vi
3 a�� ; 2 � ; �o
, i , 12 i ��
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3� Project: 20.118
0 3 10 � SIMPSON MTL STRAPs 3 # Revision Date
i TYp I 10 0 Plan Set 20-Jan'21
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J11�^►-' �
I hereby certify this plan sheet,spec,or
I � I C �� report was prepared by me or under my
✓� j� � `r— a�Z�Q, direct supervision 8 that I am a duly
I � � �.,(_ x/,V �� Licensed(#52200)P.E.(Structural)
� � �
v' under the Laws of the State of MN.
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' Erik S Lund 2/4/2021
I I ��� 6:18:54 PM
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2 Plan
RAFTER BRACING LINE
S102
SCALE 3/8"= 1'-0"
SIGURD
ENGINEERING.com
@gmail
LLC
�� STRUCTURAL
� �� � �Q�� Richfield,MN
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� 12 � Ecklin Porch
3rd Level - TO RF � `
111' - 4"
16900 Diamonte Path
2nd Level - FRM Lakeville, MN 55044
109' - 0"
I 3 ^ x`ot 3 x,O I ,
10 3 `L 10 �"�
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Project: 20.118
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_- # Revision Date
�, _ , ; �, ,', ` . � =' '" 0 Plan Set 20-Jan'21
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i S55 S55 �. ��� ` , , � I hereby certify this plan sheet,spec,or
� �1 � y report was prepared by me or under my
_ _ _ _ _ _ _ _ �jrad� �'�'�, �, ' _ � direct supervision 8 that I am a duly
96� ' 6�� Licensed(#52200)P.E.(Structural)
under the Laws of the State of MN.
�� ,�'���
Erik S Lund 2/4/2021
6:18:54 PM
Building
Elevations
(North & South)
� North Elevation � South Elevation �� O O
1/4" = 1'-0" U 1/4" = 1'-0"
�� NOTES:
1._. t: E_..a.� .�a �==,.:�
� • GC to VFY MAIN FLR POST CTR'D above BSMT DOOR HDR •
.��:� .. -, _ ��..�; `;,a�, �.�� � ::_:- • STAIRs by OTHER , _ � , � _, - ,.�
-. �� -�- �� - • HURCANE TIEs PER TRUSS. - �;,;,,
'= 3 b��- � , . .
SIGURD
� � ' � ' '" ` ENGINEERING.com
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SIMPSON �� �\� STRUCTURAL
C MTL STRAPs B 3`� A A B C
Richfield,MN
EA TRUSS 2 � �, (612)396-4992
\�12 , "
1 � � 3rd Level - TO RF � � '
- - - - �1' - 4" - - -- - � - - - - - - - - -� .
' osr 6 6 ' ' �ST 6 6 � Ecklin Porch
lox�� 0 2nd Level - FRM �O"�O e �
109' - 0" - - -- - - - - - - - - -
2 L�-!r� ,t� C. ;,.
,,,,,,� 16900 Diamonte Path
_, � Lakeville, MN 55044
, �� �.` 9 SIMPSON WSW12x9 ��tD � � Z 1c�C
��`��` <,� TRIM TO FIT �� � LI�
- see S301 6 ' ' 6
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S55 i
Project: 20.118
_ _ _ �1stLevel (Main _ _ _ _
100' - 0" „_ # Revision Date
� 0 Plan Set 20-Jan'21
. �
a �2 „ 4 12 . ;� L LEDGER see PLAN , ����� � constr set 4-Feb�2�
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z For PIERs
1 ` GROUT L CORES —' -- I herebycertifythis plan sheet,spec,or
� see FDN PLAN I ; 1� � � p p P v y
� re ort was re ared b me or under m
� (Sheet S100) ry T � , , FULL �"'�T j- I ' ��� � � directsup(rvision)that(amadul)
1 Licensed #52200 P.E. Structural
under the Laws of the State of MN.
M
�� ����
Erik S Lund 2/4/2021
6:18:54 PM
Building
Elevations
(East & West)
West Elevation East Elevation S� 0 1
2 �
1/4" = 1'-0" U 1/4" = 1'-0"
PLACEMENT OF LAG SCREWs � BOLTs
IN DECK LEDGERs
and RIM JSTs
MINIMUM END & EDGE DISTANCES SIGURD
AND SPACING BTWN ROWS ENGINEERING.com
16d NAILS FOR 1 $/."PLY 16d NAILs FOR 1 g/"PLY @gmail
TOP BOTTOM ROW 12d NAILs FOR 1 %"PLY 3 12d NAILs FOR 1 %z"PLY ��c R�
EDGE EDGE ENDs SPAC 3" STRUCTURAL
+
0 o Richfield,MN
LEDGER a 2�� d 3��� 2�� b 15/s" b 3 0, � � 0 3 �, � �' � �s�2>3ss-ass2
R I M J ST � 3/" 2" 2" b 15/8" b o � � � �
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a. LAG SCREWs or BOLTs SHALL BE STAGGERED TOP to BOT ALONG HORIZ RUN of DECK LEDGER. � � � o � � �� �
b. MAX 5°. 12"o.c. EA FAC E 2'-0"� � o
c. FOR ENG'd RIM JSTs,MANUFACTURER's RECOMMENDATIONS SHALL GOVERN.
Z d. MIN DISTANCE from TOP ROW of LAG SCREWs or BOLTs to TOP EDGE of LEDGER. o Eckli n Porch
� TWO ROWs UP TO 12"DEEP LVLs '/"ra A307 BOLTs w/
N LEDGER RIM JST FENDERWASHERs BOTH FACES
THREE ROWs OVER 12"DEEP LVLs
16900 Diamonte Path
X � � O Z � 5'/" MIN for2x8 Lakeville, MN 55044
Q 6'/"MIN for 2x10 3-PLY or LESS LVLs 4-PLY LVLs
� � 7'/"MIN for 2x12
�c�, �O OO �° � �° � CONN DTLs of Multi-Ply LVLs
� 6" = 1'-0"
z Z
�� STAGGER FASTENERs IN 2 ROWs �
� 2 MIN -
- CV
\
M
FOR HORIZ SPAC see PLAN
Project: 20.118
LEDGER (WD) Screw & Bolt Placement &
� Rim JSTs + # Revision Date
� ,�„ _ ,�,-0„ 0 Plan Set 20-Jan'21
SDS '/."x1'/2"
SCREWS
2x8 @ 16 o.c. o � SIMPSON DTT2
4� — ��� X 4� — ��� H LAT LOAD CONN I hereby certify this plan sheet,spec,or
6x6 W D p report was prepared by me or under my
POST ES �NDI NG THROAT DEPTH Z direct supervision&that I am a duly
-- 3��2� MI N@ 9'/2' LSL �U — '/��ra THREADED Licensed(#52200)P.E.(Structural)
�� �� � 1%z" MAXJST RODw/NUTS& undertheLawsoftheStateofMN.
5 7/8 MIN @ 11 7/8 LSL w OFFSET WASHERS /�
$�� MIN @ 14�� LSL � FROM EXISTING ��/� ���
LSL STRINGER � -- (E)JSTs � Erik S Lund 2/4/2021
11" SIMPSON ' -SEE SEC O 6:18:55 PM
�
CBS66 LEDGER 2x10 MIN: z
�� � � USE LEDGERLOKs �
r� (TYP) a 2x4 NAILER °r° BAND JST
= and/or SIMPSON
�a. ` � T-C-DECKLAT19
'-- FLR DECK KTR OPTION
° TO REMOVE Details
BELLED FLR STRUCT BELOW OUTSIDE SHTG NEW FLR JSTs
PIER-,' -SEE PLAN/STAIR SEC 2x8 MIN
SEE PLAN FOR ADD'L INFO
3 STAIR WD Belled Piers 2 Stai�r Strin ,er - Bottom � FLR Lateral CONN Parallel JSTs S 3 0 0
1/2 — 1 -0 3/4 — 1 -0 1 — 1 -0
SIGURD
ENGINEERING.com
@gmail
LLC
STRUCTURAL
Richfield,MN
(612)396-4992
FASTEN TOP PL to HDR w/
. . 2-ROWs of 16d SINKERs Ecklin Porch
. . @ 3"o.c. TYP
MIN 3"x 11%<" NET HDR (STL HDR PROHIBIT'D) . .
IF '/z"SPACER IS USED, PLACE on BACK-SIDE of HDR • ° FASTEN KING STUD to
� HDR w/(6) 16d SINKERs 16900 Diamonte Path
. . Lakeville, MN 55044
FASTEN SHTG to HDR w/8d . .
COMMON or GALV BOX NAILs . . .
in 3"GRID PATTERN as SHOWN . . .
MIN 3/8"SHTG w/
6"x 6" NAILING PATTERN Project: 20.118
# Revision Date
0 Plan Set 20-Jan'21
SIMPSON WSW12x9
S�M I hereby certify this plan sheet,spec,or
2 report was prepared by me or under my
S301 direct supervision 8 that I am a duly
2"SQ X 3/16" PL WASHER Licensed(#52200)P.E.(Structural)
SIMPSON WSW
under the Laws of the State of MN.
CUT SUBFLR TO PLACE 2 WSW-BP w/ � • �� ����/
� ) SIMPSON COL CAPs
WSW-BP ON BM BELOW (4) SDS %"x 3'/"EA END PC46 or PC46 CC46' ' Erik S Lund 2/4/2021
%e"ra ASTM A36 ALL EPC46 I I 6:18:55 PM
THREAD ROD I
15/16"HOLE MAX SINGLE MEMBER 3'/Z'x �
FOR ALL THREAD ROD � LSL or PSL WD BM MIN �
STL BRG PL MIN �SEE PLAN) WOOCI SI1@aC WaII
3'/"x 5'/"x'/"THK 3'/x 11'/+ MIN LSL Details
ASTM A36 PL WASHER
n CONN (WD) WSW Base � WSW FRM (WD) LSL Base � �0 �
` 1/2" = 1'-0" ��J 1/2" = 1'-0" �
SCALE 1/2"= 1'-0"