1 KERNWOOD ST - BPA - BARN REPAIR y
��''r .� _
� The Commonwealth of Massachusetts
� dD
� �q�,��y. Department of Public Safety
�`!llu = M�ssachusettsStateBuildingCode(780CMR)
Building Permit Appliwtion for any Building other than a One-or Two-Family Dwelling
(This Sectiun For Official Use Only)
Build'uig Permit Number: Date Applied: � Building Official:
SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available)
�(evv.V�O s Sq �vh � fh � b 14'10 er.nw�z6 C.�i. �.'r'a- C�ti�a
No.and Street � cCity/Town Zip Code Name of Building(if applic� le)
SECTION 2:PROPOSED WORK -
Edition of MA State Code used_ If New Construdion check here�or check all that apply in tlie[wo ro�vs belo�v
Cxisting Building❑ Repair Alteratiun ❑ Addition❑ Demolifiori ❑�(Plcase fill out and submit Appendix 1)
Changc of Use ❑ Change of Occupancy ❑ . � O[her ❑ Specify: - �
Arc builSuig plvis 1nd/or tonstruttion docuntents being supplicd as par[uf tliis permit applicition? Ycs No ❑
Is an Indcyendent Structural Engineering Peer Review reyuired? _ �, Yes ❑ No ❑
� I3rief Description of Proposed Work: bAr� C G e°`�i^ �" 'f t����o�- � �'�f� .
�
SECTION 3:COMPLETE THIS SECTION IF EX[STING BUILDING UNDE2GOING RENOVATION,ADDITION,Oli
CHANGE IN USE 02 OCCUPANCY
Check hcre if an Existing Building Investigation and Evaluation is enclosed(Sce 780 CMR 34) ❑
Existuig Use Gruup(s): ' �Proposed Use Group(s):
SECTION 4:BUILDING HEIGHT AND AREA
Existing Proposed
Na of Floors/Sturies(indude basement levels)&Arca Per Floor(sy. ft.)
Toteil Area(sy.ft.)and Total Height(ft)
� SECCION S:USE GROUP(Check as applicable) �
. A: Assembly A-1 ❑ A-2❑ Nightdub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑
F: Facto F-1 ❑ F2❑ H: Hi h Hazud H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑
L• InstituHonal [-1 ❑ I-2❑ [-3❑ l�l❑ M: Merwntile❑ R: 2esidential R-1❑ R-2❑ R-3❑ R-1❑
S: Storage S-1 ❑ S2❑ U: Utility❑ Special Use�and ple�se desuibc bclow:
Special Use: . .
SECTION 6:CONST2UC'I'[ON T'YPE(Check as applicable)
IA ❑ IB ❑ IIA ❑ IIB ❑ IRA ❑ ❑IB ❑ IV ❑ VA ❑ VB ❑
. SECTION 7:Sl'CE IIVFORMATION(refer to 780 CMR 111.0 for details on each item)
Water Supply: Flood Zone Information: Sewage Disposal: Trench PermiY. Debris 2emoval:
Public❑ Check if outside Flood Zone❑ Indicate municipal❑ �trench�vil!not be Licensed Disposal Si[c❑
rc uired O or trench or s tii
Private O' or inden[ify Zonc: or un si[e s}'stem❑ �ermit is endused ❑ P
Railroad right-of-way: Flazacds to Aic Navigation: �I�\ I liston�.!.l�mmic�.���n IL u�. Pr>n�._s:
Nut Applicable❑ Is Structurc wi[hin airport approach arca? Is their revicw completed?
or Consent to Build endoscd ❑ Y¢s O or Nu❑ Yes❑ Nu ❑
SECTION 8:CONTENT OF CERTIFICA'IE OF OCCUPANCY
Edition of Cude: Use Group(s): Type uf Constmction: Occupant Load per Floor
Ducs the building contain an Sprinklcr System?: Speci�l Stipulations:
�� � �� ����
SECTION 9: P20PGRTY OWNER AUTHORIZATION �
Name:mJAddressof co/�pe�tyOwnee ` 4 (1 {� /yA
kG"� �b�YO�'J l.O�l��'rM �11r� I "C"'�1MiO�^.� J'l � 50. 1��"r� I I •(`� O� �O
Namc(Print) D o.and Street City/Town Zip
Property Owner Contact Informa[ion: � �
fi'o i-, L,��c�-, y���Ff_ �1.10 - -
. Title Telephone No.(busuicss) Telephone No. (ccll) e-mail address
If applicable, [he property owner hereby authorizes
Name Strect Address City/Town St.te � Zip
to act on the ro er owner's behalf,ui all m�tters relative to work authurized b this build"ui ermit a lication.
� SECTION 10:�CONSTRUCTION�CONTROG(Please fill out Appendix 2) � � � ' �
� - [f buildin is less tlu�n 35,000 cu.f[.of encloscA s ace and/or not under ConsWction Control then check here O and ski Section 10.1
101 Re istered Professional Res onsible for Construction Control � � � � � � �
�o1��.M. �o�ti•�.c q��_� b�� �� 34�f 20
Name(Registpant) p Tel phQne No. e-mail`�dd�re s Registration Number .
fJqjL-tir�ei�"o!4 S I � �°�ICV^'\ !�1� o �q7b
a
Street Address City/'Cown S[ate Zip Discipline Expiration Date
10.2 General Contractor � � � � - - �
A�CM..` Caqn S�«elz �- �o�-"e'`i L0. ��nC .
�-
Company Name �
r���,�C�. C�-a h�.Y 3 6 `i 2 C� �x i� ro�.�l�3
- Namc of Person Respunsible or Construction License No. and Type if Applicable —�
3�3 �sS�x S�{- = S�1 e�-, � o 0
Street Address City/Town State Zip
-� '� 19 'f 3�-9� l�fyb Qi�be�,�t N n�«•ca�six�l� , .�e�i-
Telc hone No. busuiess Tele hone No. cell e-mail addmss
SECTIONIL•�ti<�2r:PRS'(On�Pe�sn�t�<LUZ�n9U2a�C1i�nPFii�Av��f M.G.L:c.152. 25C6 � � �
A Workers'Compensation Insurance Affidavit from the MA Deparhnen[of Industrial Accidents must be completed and
submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit
Is a si�ned Affidavi[submitted with this a lication? Yes❑ No ❑ �
- .SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE . �� -
Item Estimated Costs:(Labor
and Mater:�ls) 'Cotal Construction Cost(from Item 6)_$ ��l� Zbd.
� 1. Build'utg $ Build"uig Pcrmit Fee=Total Construction Cost x_(Inscrt hcre
2. Electrical $ appropriate municipal factor)_$
3. Plumbing $
4. Medianical (HVAC) � - Note: Minimum fee=$ � (contact i i micipali
5. Medianical Other $
� Endose check p�yable to
6.Tutal Cost $ ��$' 2(7Q . (contact municip�lity)and write check nwn er here �
SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT �
By en[ering uiy n.�me below,I hereby attest under thc pains and penalties of perjury that all of the in[onnatiom m�tau ed in[his
application is tr and accurate to the bes of iy knowledge vid undcrstanding.
(��r.a.h1�J.�r--� �e��-�'� G, , �-Y � s
evesCt•.•e�"„t a- •n,• Q°� 47�_'xK: � � o
Please rint a�sign name � Title Telephune No. Date
37�3 C$S�X' S? . � c�"t �
Stree[ Address - City/Town State Z
Municipal Inspector to fill out this section upon application approval: V
Name Date
SOLID FULL—DEPTH BLOCKING
Q
F6.0 — — 5� JOS
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(F) 10x93/4
REMOVE & REPLACE (E) WD
POST W/ (N) STL COL & FTG
LEGEND
FOUNDATION PLAN
1a = 1'-0"
00 ®®®
Structures North
CONSULTING ENGINEERS. INC.
OR (E) - INDICATES EXIST. STRUCTURE
OR (N) - INDICATES NEW STRUCTURE
PC - INDICATES NEW COLUMN, SEE SKS-2 & 3
F6.0 - INDICATES NEW FOOTING, SEE SKS-3
- REINF END CONNECTIONS W1 PAIRS OF
SIMPSON L90 FRAMING ANGLES INSTALLED
WITH I � " LG S09 SCREWS
- INDICATES STONE
SO WRshlnpn SL, SuBe 401
Salem, MA. 01970-517 JOB NAME: Kernwood Country Club DATE: 04/27/12 DRAWN BY: PN CHECKED BY: GMN
T 978.745.8817 1 F 978.745.5087
%Nvw.S0 t0j1B rIh.wm Foundation Plan SCALE: X" = 1'-0" SKS-1
J
J
CU
N
U
SOLID FULL—DEPTH
BLOCKING
z
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x
N
Li
^
"°
A,B 3
SKS-2 SKS-3
T
(E) 10x933/4
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F6.0
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SOLID FULL—DEPTH BLOCKING
Q
F6.0 — — 5� JOS
eG
(F) 10x93/4
REMOVE & REPLACE (E) WD
POST W/ (N) STL COL & FTG
LEGEND
FOUNDATION PLAN
1a = 1'-0"
00 ®®®
Structures North
CONSULTING ENGINEERS. INC.
OR (E) - INDICATES EXIST. STRUCTURE
OR (N) - INDICATES NEW STRUCTURE
PC - INDICATES NEW COLUMN, SEE SKS-2 & 3
F6.0 - INDICATES NEW FOOTING, SEE SKS-3
- REINF END CONNECTIONS W1 PAIRS OF
SIMPSON L90 FRAMING ANGLES INSTALLED
WITH I � " LG S09 SCREWS
- INDICATES STONE
SO WRshlnpn SL, SuBe 401
Salem, MA. 01970-517 JOB NAME: Kernwood Country Club DATE: 04/27/12 DRAWN BY: PN CHECKED BY: GMN
T 978.745.8817 1 F 978.745.5087
%Nvw.S0 t0j1B rIh.wm Foundation Plan SCALE: X" = 1'-0" SKS-1
WHERE (E) FLOOR FRAMING IS SPLIT AT.
ENDS, CLOSE GAP AS MUCH AS
PRACTICAL WITHOUT DAMAGING FLOORING
& INSTALL 8" LG. 'TIMBERLOK" SCREWS
IN THF HOT. OF JOIST PRIOR TO
HANGER INSTALLATION
HANGER NOT SHOWN FOR
CLARITY, SEE OPP. SIDE OF
BM FOR COND. FOLLOWING
SCREW INSTALLATION
MIA
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Structures North
CONSULTING ENGINEERS. INC.
(E) BEAM (N) 13/4x9h LVL @ EVERY
OTHER (E) JOIST
(E) FLOOR
FRAMING
II I
II II
SIMPSON U41OR OR U21OR
AS REQ'D. SHIM BOT.
AND/OR SIDES AS REQ'D.,
SEE SPECS.
A SECTION
CONDITION)
55
O o C x10 x12
CAP PLATE
CD
O 1
2Y2 „ 5 „ 2Y2.,
REFLECTED CAP PLATE PLAN
B SECTION
sKs-z 1" 1'-0" (COLUMN LOCATION)
60 Waahm9l1G SL, SuBe 491
Salem, MA. 079703517 JOB NAME: Kernwood Country Club DATE: 04/27/12 1 DRAWN BY: PN CHECKED BY: GMN
T978.745.6817 I F978.745.6097
Beam Sections SCALE: As Noted I SKS-2
314.,x8..x8,.
BASE PLATE
g,6„
BASE PLATE PLAN
PROVIDE CORROSION PROTECTION
@ BASE OF COL. PER OUTLINE
SPECS 3.5
PATCH SLAB AS REO'D
& PROVIDE W.W.F.
JACK—HAMMER EXIST.
SLAB AS REO'D TO
POUR
POUR (N) FTG.
° O
0,000
Q 0
LEVELING NUTS & NON— ;
SHRINK GROUT
(2) 5/80 HILTI HY150 a
ADHESIVE ANCHORS ° a° e
(6" EMBED) W/ • • •
LEVELING NUTS
a,
a
EARTH FORM �\ \
UNDISTURBED INORGANIC MATERIAL
W/ 2.0 TSF BRG. CAPACITY
(CONTRACTOR VERIFY)
n COLUMN
S-3
NTS
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Structures North JOB NAME:
CONSULTING ENGINEERS, INC.
DRAWN BY.
80 WaehinpbG SL, SuBe 401
Salem, MAL 01979-3517 SCALE:
T 978.745.5817 1 F 978.745.8087
Nnvw.aburlum orlh.00m
Kernwood Country Club
SEE SKS-2 FOR COL.
CAP & BEAM INFO.
7p3"O STANDARD STEEL PIPE COLUMN
OR HSS4x4x14 TUBE STEEL COLUMN
COATED WITH (2) COATS OF RUST—
INHIBITIVE PRIMER
PN
As Noted
Column/footing section
GRAVEL INFILL
In, AS REO'D m
X —C
w�
4
)O
Z
z � �
^ � I
NEW 6' -0"x3' -0"x15" (MIN.) C.I.P. GONG FTG
W/ #4 REBAR @ 6" O.C. EA. WAY, BOT.
(3" BOT. & SIDE CLEARANCE)
SECTION
CHECKED BY: GMN
DATE: 04/27/12
SKS-3
PROJECT
MANUAL
FOR
Kernwood Country Club
Salem, MA
First Floor Framing Repairs and Associated Supports
27.Apri 1.2012
prepared
by:
Structures North Consulting Engineers, Inc.
P.O. Box 8560
Salem, MA 01971-8560
(978) 745-6817
for:
Kernwood Country Club
1 Kernwood Street
Salem, MA 01970
Drawing Index:
SKS-1
1st Floor framing reference plan
SKS-2
Beam sections
SKS-3
Column/footing section
Outline Specifications
4 pages
,yam✓f',�4
�'! _;;/ -'--�
JOHN K
_ ! 4bAiia ,G
STRUCTURAL
Y; No 3:-x20
Jahn-M-Wathne, P.E.
MA Reg. No. 34420
Kernwood Country Club
Salem, MA
Structures North
27.April.2012
Outline Specifications for First Floor Framing Repairs and Associated Supports
General Scope of Work
0.0 The intent of this work is to reinforce damaged floor joists and their end connection supports,
add vertical column supports and footings (or remove and replace at wood posts with rotted
bases). The area of reinforcement covered under the scope of this project manual is the
southwest corner of the barn where lawn maintenance equipment is supported.
0.1 Prior to the removal of shoring, the work depicted in sheets SKS-1 through SKS-3 must be
completed. The Structural Engineer shall verify completion of this work prior to removal of
shoring.
0.2 Shoring must continuously support all beams where column/post supports are to be removed
and replaced or reinforced during the removal and replacement of the column/posts supports
until new, permanent supports are in place and the footing concrete has cured for a minimum
of three days and six hours after grout has been placed (may be more or less than six hours
depending on specific product, see item 2.8 below).
0.3 The contractor shall be solely responsible for all means and methods of construction employed
on this project including all temporary bracing, support and protection of the existing structure
as required to maintain safe and stable conditions. Any sequences of work or methods
indicated or implied in the documents are presented only as assumptions on which the design
of the permanent installations are based and are to be considered as a suggested option for
review by the contractor. Contractor shall be solely responsible for maintaining the safety and
stability of the structure and all adjacent structures as well as occupied spaces above the work
area during construction.
0.4 Contractor shall field verify all existing conditions and dimensions and shall coordinate all
dimensions. Notify the engineer of any discrepancies that would affect the installation as
shown.
0.5 All work shall conform to applicable requirements of the Massachusetts State Building Code,
Eighth Edition, and accepted construction practice.
0.6 Refer to sheets SKS-1 through SKS-3 for additional information and requirements.
Shorina and Bracing - Requirements of Work:
1.0 Contractor shall be solely responsible for all means and methods of construction employed on
this project, and for all temporary bracing, support, and protection of the existing structure.
Provide and install shoring designed to support the temporary structural loads of the supported
items.
1.1 Shoring shall be of any material, which is suitable for the application. Timber shoring shall be
fully dried and all end grain shall be sealed to prevent absorption of water and associated
swelling. Shoring shall be made stable, stiff, and snug fitting so as not to deflect under load.
Pre load supported elements for snug fit only. Shoring shall deflect no more than the given
span length divided by 600.
1.2 Bearing surfaces of shoring shall provide for proper transfer of loads to supporting and
supported elements.
1.3 Adequate shoring and bracing shall precede structural alteration.
1.4 Screw-type shoring posts or line shoring shall be provided for existing work during the removal
of existing bearing walls and structural members and the installation of new structural work.
Kernwood Country Club Structures North
Salem, MA 27.April.2012
Page 2 of 4
1.5 Temporary shores shall be placed as close as practicable to the existing structural work being
removed.
1.6 Balloon -framed exterior wall shall be temporarily supported with needle -type shoring or other
approved method.
1.7 Headers shall be placed across top of shoring posts and shall be snug tight against underside
of structure above.
1.8 Shoring shall bear on sleepers to prevent damage to the structure below.
Cast -in-place Concrete Construction — Requirements of Work:
2.0 Saw -cut or score & jackhammer existing slab as required to install new footings. Provide slab
infill as required following footing placement.
2.1 All cast -in-place concrete shall have a minimum compressive strength of 4,000 -psi at 28 days.
2.2 Reinforcing steel for concrete construction shall be ASTM A615, Grade 60.
2.3 Maximum aggregate size shall be %".
2.4 Slump of concrete shall be 4" and water -cement ratio shall be less than 0.45.
2.5 Concrete is to be placed monolithically unless otherwise shown.
2.6 Provide all necessary accessories or concrete bricks to hold reinforcement securely in position
with 3" of side and bottom clearance (side clearance may be reduced to 1'/z" for board -formed
footings).
2.7 Footings shall be centered under supported members except the slight offset shown adjacent
to the existing interior masonry wall to remain.
2.8 Grout below steel bearing plates shall be proprietary non -shrink type with a minimum
compressive strength of 4,000 -psi in six hours, 6,000 -psi at 28 days. Follow all manufacturers'
recommendations and maintain shoring until grout is cured sufficiently to achieve a
compressive strength 4,000 -psi (may be more or less than six hours depending on specific
product).
New Steel Columns — Requirements of Work:
3.0 Structural steel work shall conform to "Specification for Structural Steel Buildings" (AISC
2005), "Code of Standard Practice for Steel Buildings and Bridges" (AISC 2005); and
Structural Welding Code - Steel (AWS D1.1-04)
3.1 New steel products shall conform to the following:
Steel plates: A36
Steel pipe/tube columns: ASTM A500, Gr. B
Welding electrodes: AWS E70 -XX
Adhesive Anchors: Hilti HY150
Lag Screws, Bolts to Wood: AISI/ASME B18.2.
3.2 Adhesive anchors shall be Hilti HY150 or approved equal. Follow all manufacturer's
specifications and installation instructions. Use leveling nuts and dry -pack grout solid between
the underside of the plate and the top of the footing after steel has been plumbed and aligned.
Maintain temporary shoring until grout has cured for at least six hours (may be more or less
than six hours depending on specific product, see item 2.8 above).
Kernwood Country Club Structures North
Salem, MA 27.April.2012
Page 3 of 4
3.3 Shop and field welds shall be made by qualified welders and shall conform to the American
Welding Society code for buildings, see specifications. All welds shall develop the full strength
of materials being welded, unless otherwise noted. Field welding shall be avoided when
possible.
3.4 Field cutting of structural steel or any field modifications to structural steel shall not be made
without approval by engineer for each specific case.
3.5 All structural steel (reinforcing steel for footings, embedded sections of anchor bolts and
underside of base plates not included) below grade & 12" above grade shall be coated with
two heavy applications of coal -tar epoxy or Wet/Dry 700 solvent -free epoxy when ambient air
temperature is at or above 55 degrees Fahrenheit. Work shall be done after steel has been
installed yet before slab infill is placed. Acceptable alternates include low-VOC epoxy mastic
coatings with appropriate primers as required by the manufacturer. For other substitutes,
submit product information for approval prior to purchasing material.
3.6 Temporary erection bracing and supports shall be provided to hold structural steel framing
securely in position. Such temporary bracing and supports shall not be removed until
permanent new structure is installed and completed. Temporary shoring shall be maintained
for a minimum of three days after footing concrete has been placed and six hours after grout
has been placed (may be more or less than six hours depending on specific product, see item
2.8 above).
3.7 Grout for beneath column bearing plate shall be proprietary non -shrink type or 4,000 -psi dry -
pack mortar mix, see item 2.8 above.
3.8 Fabricate structural steel to proper field measurements before delivering to site. Location of
new columns to be aligned with wood posts above shall be accurately located, use pilot holes
from above as required.
New/Existing Wood Framing - Requirements of Work:
4.0 Maintain support and bracing to existing structure during work.
4.1 Wood joists, blocking, posts and plates shall be SPF #2 or SYP, #2 or better. Shims shall be
cedar. Laminated Veneer Lumber (LVL) shall be "Microlam" as manufactured by Trus -Joist
Macmillan, or approved Equal - Fb=2,900-psi, E=1,900,000 -psi, Fcr=750-psi, Fcparauei=2,310-
psi, Fcpe,p=750-psi, Fv= 285 -psi. Pressure -treated lumber shall be kiln -dried after treatment
(KDAT).
4.2 All new stud wall construction where existing partitions are removed and reconstructed shall
be 2x6 at 16" o.c. blocked at mid -height. All new/reconstructed stud walls shall be sheathed
with '/" plywood where required for interior hangers and miscellaneous hardware/fixture
attachment. All new/reconstructed walls shall have pressure -treated KDAT double 2x6 bottom
plates.
4.3 No wood members shall be notched unless otherwise noted on the drawings. Notches called
out on drawings must not be over -cut, and any members that are over -cut at notches shall be
removed and replaced at no cost to the Owner. Existing members that are to be cut to allow
for a new flush -framed condition shall be cut no more than required to allow for the installation
of new structure, and any members that are cut back beyond 90% of the hanger seat shall be
sistered with full-length members at no cost to the Owner.
4.4 All new and existing members to be supported or re -supported by new structure shall have
Simpson type hangers for rough -sawn lumber or framing angles where noted. Hangers must fit
the full width and depth of supported members, and under no circumstances may the hangers
Kernwood Country Club
Salem, MA.
Page 4 of 4
Structures North
27.April.2012
be modified. Under no circumstances may post caps, bases or hangers be bent to fit the
dimensions of the structural members; plywood and cedar shims shall be used as required to
fill any dimensional discrepancy within 11/2". Any existing hangers that are installed improperly
shall be removed and replaced with new hangers per the above requirements at no cost to the
Owner.
4.5 Pre -drill lead holes for both lag screws and "Timberlok" screws.
4.6 All surface treatment for existing wood framing to remain and pre-treatment for new wood
framing shall be treated with Boracare boric acid treatment as manufactured by the Nisus
Corporation of Rockford, TN. Local distributors can be found at the Nisus website at:
http://www.nisuscorp.com or by phone at: 800.264.0870
4.7 Remove all loose and rotted material from existing wood to remain prior to Boracare treatment.
4.8 All exposed surfaces wood surfaces in the first floor framing assembly (including the underside
of subfloor) shall be treated with two applications of Boracare boric acid solution. Any new
non -pressure treated shall be pre-treated with two applications of Boracare. Existing wood to
remain shall be treated prior to the addition of any new structure to ensure that all existing
surfaces are treated.
4.8a. Dilute concentrate with warm water at a 1:1 ratio. Application is recommended through
use of a dedicated insecticide sprayer and solution must be well mixed to ensure
consistent coverage and avoid hose clogs.
4.8b. Solution shall be applied within 24 hours after mixing, preferably immediately
4.8c. Allow 1 hour between applications
4.8d. Follow all manufacturer specifications except where less stringent than noted above.
End of Outline Specifications
#*T
FOUNDATION PLAN
14 — C-0"
00 ®®®
Structures North
CONSULTING ENGINEERS, INC.
60 Weehingt 51., SURE 401
Salam, MA. O197O-3517 JOB NAME: Kernwood
T 975.745.6817 1 F 975.745.6087
" .Stfttbua O"htO1" Foundation Plan
REMOVE & REPLACE (E) WD
POST W/ (N) STL COL & FTG
LEGEND
OR (E) - INDICATES EXIST. STRUCTURE
OR (N) - INDICATES NEW STRUCTURE
PC - INDICATES NEW COLUMN, SEE SKS-2 & 3
F6.O - INDICATES NEW FOOTING, SEE SKS-3
- REINF END CONNECTIONS W/ PAIRS OF
SIMPSON L9O FRAMING ANGLES INSTALLED
WITH 1!4" LG, SD9 SCREWS
- INDICATES STONE
Club DATE: 04/27/12 1 DRAWN BY: PN CHECKED BY: GMN
SCALE: M/" -- 1'-0" SKS-1
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SOLID FULL—DEPTH BLOCKING
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FOUNDATION PLAN
14 — C-0"
00 ®®®
Structures North
CONSULTING ENGINEERS, INC.
60 Weehingt 51., SURE 401
Salam, MA. O197O-3517 JOB NAME: Kernwood
T 975.745.6817 1 F 975.745.6087
" .Stfttbua O"htO1" Foundation Plan
REMOVE & REPLACE (E) WD
POST W/ (N) STL COL & FTG
LEGEND
OR (E) - INDICATES EXIST. STRUCTURE
OR (N) - INDICATES NEW STRUCTURE
PC - INDICATES NEW COLUMN, SEE SKS-2 & 3
F6.O - INDICATES NEW FOOTING, SEE SKS-3
- REINF END CONNECTIONS W/ PAIRS OF
SIMPSON L9O FRAMING ANGLES INSTALLED
WITH 1!4" LG, SD9 SCREWS
- INDICATES STONE
Club DATE: 04/27/12 1 DRAWN BY: PN CHECKED BY: GMN
SCALE: M/" -- 1'-0" SKS-1
WHERE (E) FLOOR FRAMING IS SPLIT AT.
ENDS, CLOSE GAP AS MUCH AS
PRACTICAL WITHOUT DAMAGING FLOORING
& INSTALL 8" LG. "TIMBERLOK" SCREWS
IN THE BOT. OF JOIST PRIOR TO
HANGER INSTALLATION
HANGER NOT SHOWN FOR
CLARITY, SEE OPP. SIDE OF
BM FOR COND. FOLLOWING
SCREW INSTALLATION
oa ®®®
Structures North
CONSULTING ENGINEERS, INC.
60 Weshln9bn SL, Suite 401
Salem, MA 01970-3517
T 978.745.6817 1 F 978.745.6057
www.saucun rth.cam
IN
(E) BEAM (N) 13/4x936 LVL @ EVERY
OTHER (E) JOIST
(E) FLOOR
— — FRAMING
SIMPSON U41OR OR U21OR
AS REO'D. SHIM BOT.
AND/OR SIDES AS REQ'D.,
SEE SPECS.
A SECTION
CONDITION)
,N *5„ 5„
O Oo 3/a x 10 x 12
CAP PLATE
CD
2y2„ 5 „ 2Y2.,
REFLECTED CAP PLATE PLAN
B SECTION
5 -2 I,, = 1'-0"
(COLUMN LOCATION)
JOB NAME: Kernwood Country Club I DATE: 04/27/12 1 DRAWN BY: PN I CHECKED BY: GMN
Beam Sections I SCALE: As Noted
SKS-2
X L8"
0°O
BASE PLATE PLAN
PROVIDE CORROSION PROTECTION I
BASE OF COL. PER OUTLINE
SPECS 3.5
PATCH SLAB AS REO "D
& PROVIDE W.W.F.
JACK—HAMMER EXIST.
SLAB AS REO'D TO
POUR (N) FTG.
° oVO
LEVELING NUTS & NON—
a
SHRINK GROUT
(2) 5/80 HILTI HY150
ADHESIVE ANCHORS
° °
(6" EMBED) W/
LEVELING NUTS
EARTH FORM
UNDISTURBED INORGANIC
MATERIAL
W/ 2.0 TSF BRG.
CAPACITY
(CONTRACTOR
VERIFY)
C(
NTS
SEE SKS-2 FOR COL.
CAP & BEAM INFO.
3"0 STANDARD STEEL PIPE COLUMN
OR HSS4x4x14 TUBE STEEL COLUMN
COATED WITH (2) COATS OF RUST—
INHIBITIVE PRIMER
GRAVEL INFILL
AS REO'D � m
x
w�
X IX ° x °-0 0 :4—
p
° o
a
° d 4
a = z
°
NEW 6' -0'x3' -0"x15"' (MIN.) C.I.P. CONC FTG
W/ J4 REBAR @ 6" O.C. EA. WAY, BOT.
(3" BOT. & SIDE CLEARANCE)
UMN/FOOTING SE
°° 1ME
Structures North JOB NAME: Kernwood Country Club
CONSULTING ENG IN EENB, INL.
DRAWN BY: PN
60 WasNinom St, Suite 401
Salem, MAL 019708517 SCALE: As Noted
T 978.745.6817 1 F978.745.6OS7
""Nxbutu� orlh.com Column/footing section
CHECKED BY: GMN
DATE: 04/27/12
SKS-3