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9 1 ,--1,0- 33
oimE roil, Town of Barnstable *Permit#
, �i Expires 6 months from issue date
it
Regulatory Services Fee / ®0
BARNSTABLE,
� 2.
l\i 39. r Richard V.Scali, Director
Building Division
Tom Perry,CBO,Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town.bamstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY
� �® L Not Valid without Red X-Press Imprint
�
Map/parcel Number3 ��i G t
Property Address A 5 g iQ- I t.R IZLetyv-e._ i L ,,.l 1zr. tf)A1 d.Q(04 j7
[Residential Value of Work$ 10 f 000 Minimum fee of$35.00 for work under$6000.00
Owner's Name&Address rPNOnj( ,f 1_ _0 L) (L, I (Za
99 s rg.,:..1 btui Lapre.. 0 Ants-Ace ,( \tti
az
Contractor's Name
31
Telephone Number
Home Improvement Contractor License#(if applicable) Email: ,,„,r..r. :=A se AV.
Construction Supervisor's License#(if applicable)
g i bs ca �Ut1it
❑Workman's Compensation Insurance APR 1 8 2014
Check one:
❑ I am a sole proprietor
161,I am the Homeowner TOWN OF BARNSTABLE
I have Worker's Compensation Insurance
Insurance Company Name
Workman's Comp.Policy#
Copy of Insurance Compliance Certificate must accompany each permit.
Permit Rc uest(check box) n/``
Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ( l(L4� (.01Ste Cef.,
❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof)
❑ Re-side //��
vt Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows c902 A-rtiLt
#of doors: Ca-v--fs(Y`''
❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required.
Separate Electrical&Fire Permits required.
*Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc.
***Note: Property Owner must sign Property Owner Letter of Permission.
A copy of the Home Improvement Contractors License&Construction Supervisors License is
required.
SIGNATURE:
Q:\WPFILES\FORMS\building permit forms\E S.doc
Revised 061313
"town of Barnstable
Regulatory Services '
Richard V.Scali, Director
I = sf
....,,lbN0Building Division
BA NSS LE. t Tom Perry,Building Commissioner
MeSss.
% 200 Main Street, Hyannis,MA 02601
‘optio639.
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE: �� t i y
JOB LOCATION: 5 _LMYrg— rryv,
number str et vile
n
"HOMEOWNER": al ljl k_ o V(t€ VL:,
e home phone# work phone#
CURRENT MAILING ADDRESS: ( t,' t R (�
RA)STA3 / ( 0 7 (0 30
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and
to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to
be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall not be considered a homeowner. Such
"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be
responsible for all such work performed under the building permit. (Section 109.1.1)
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other
applicable codes,bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department
minimum inspection procedures and requirements and that he/she will comply with said procedures and
requirements.
Signatu of meowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control.
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required
shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);
provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act
as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of
a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15)
This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed
persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed
, Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,
as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a
Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend
and adopt such a form/certification for use in your community.
. y\
+ BARNSPABLE, *`
, MASS. aek
Town of Barnstable
rFc�'
Regulatory Services
� r3'
Richard Scali,Director
Building Divisii4n
`,. Thomas Perry,Or
Building Commissioner
200 Main Street, Hyanni lMA 02601 .
www.town.barnstahle.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Property O ner Must .
•mplete and S'gn This Section
If Usin. A Builder
I, , as,,Owner of the subject property
hereby authorize my behalf,
to act on
in all matters relative to work authorized by 's building .ermit application for:
.(Addre of Job)
•
Signature of Owner Date
Print Name �<
If Property Owner iv applying for permit,please complete the Homeowners License Exemption Form on the
reverse side. /
r ,
Q:\WPFILES\FORMS\building permit forms\smokecarbondetectors.doc.
Revised 050412 •
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel ®qq TOWN OFBARNSTABLE I51�10��7
Application #
Health Division h.T #` �. Date Issued /e3/q f„S--- ,s/4
Conservation Division Application Fee 5 0 ' 00
Planning Dept. Permit Fee $vl O-
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation/ Hyannis
Project Street Ad ress _tier
Village Len Afie
Owner °hie) 4_0(4_ ei re) •Address : S447 &eel Z. a— & KSt&41
Telephone ei 7 a a 35- 070147
Permit Request Ici SILL 4 / 5 / e./,wed
decr
Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new
Zoning District
Flood Plain Groundwater Overlay
-Project Valuation— 1s/660 Construction Type
Lot Size Grandfathered: Li Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units)
Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No
Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing _new
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No
Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name exa/ G Telephone Number ,5-i ,./
Address 600 P/4,iJaJ 6 _ License # 015 ^ 6 c17 767
(Nero ede�, L.- c�fl�o Home Improvement Contractor# /S3 N�5
Email elf„ /�l- r�,d�y S Y 6 6 1 1% / Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATES �� / �, 62O/3--
•
FOR OFFICIAL USE ONLY
APPLICATION#
_DATE ISSUED
MAP/PARCEL NO.
> ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION
o FRAME
INSULATION
II FIREPLACE
i ELECTRICAL: ROUGH FINAL
} PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
•r
ASSOCIATION PLAN NO.
would become valid and enforceable, then such provision will be deemed to be written,
construed, and enforced as,so limited.
22. AMENDMENT. This Contract may be modified or amended in writing, if the
writing is signed by each party.
23. GOVERNING LAW. This Contract shall be construed in accordance with, and
governed by the laws of the State of Massachusetts, without regard to any choice of law
provisions of Massachusetts or any other jurisdiction.
24. NOTICE.Any notice or communication required or permitted under this Contract
shall be sufficiently given if delivered in person or by certified mail, return receipt
requested, to the address set forth in the opening paragraph or to such other address as
one party may have furnished to the other in writing.
25. WAIVER OF CONTRACTUAL RIGHT. The failure of either party to enforce any
provision of this Contract shall not be construed as a waiver or limitation of that party's
right to subsequently enforce and compel strict compliance with every provision of this
Contract.
26. ADDITIONAL PROVISIONS. Craig Alexander will not be responsible for any
cracks that could result from raising of home to compensate for 1" of deviation of
existing house
27. SIGNATORIES. This Contract shall be signed by Ro)in Loureiro and by Craig
Aleaxader (Contractor's License: CS047767) and shall be effective as of the date first
written above.
Owner:
Robin Loureiro
Contractor:
Contractor's License: CS047767
Craig: laxander
By: WI/Lab
By:
•
r32.-8"±
EXISTING CONC.DUST COVE
EXISTING AND VAPOR BARRIER TO
GARAGE TO REMAIN,TYP. Lngghoouse,,
REMAIN� r°1.102
,.m.o•weum...
7'-10"3 I 7'-10"3 I 7'-10"± I 7'-10"3
1 1 1 —
I I I'Il1 L___J __ _
BASEMENT
h.Ii
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3' " 3'0" 3' " /BULK
�IT' I HEAD
FULL DEPTH SOLID BLOCKING II ACCESS
BTWN JOISTS,TYP.AT ERG. I _ I
SUPPORT .l I. f— F-— 1 i r—L-_—:
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+IMMIIIIIIIIIIYAMINNIIIMIIIII FACE NAIL ..r' .10--1-0--1—I 6 __ 'I "JI __$__'I—_ _—_T N g a
n. STAGGERED L J t L _Jc.
a1 s AS SHOWN % Q
Ellllllllf W
a
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II II I II, NEW 2x8 SISTERED,FACE NAIL P. OC
AS SPECIFIED ON PLAN FLUSH i�:�.� V
W/BOTTOM OF EXISTING 2x10 *3 FL_L
�T II�Iiil�ll .0��
SIMPSON H2.5A CLIPS @1 16'O.C., �.� NEW V-0"x 3'-0"x 12"THK. IQ u
3"STD STL PIPE COL, ALTERNATE SIDES,TYP. , _ CAST-IN-PLACE CONCRETE FOOTING, °DLL q Z Z
SEE PLAN REINFORCE W/(3-#5 BARS EACH WAY,
NEW LVL GIRDER BEAM,SEE ) �-' ti CO
PLAN .-♦ / 3"UP FROM BOTTOM,(3)TYP.
0'-SO"x0'•6"x�2"STEEL CAP PLATE, y NOTE:CUT OPENING FOR NEW LJ~ • V L)
CENTER ON STL COL. EXISTING � -_ FOOTINGS INTO EXISTING CONC.DUST
CHIMNEY TO ♦�♦' COVER,EXCAVATE FOR FLUSH T.O. 3 Z N
• REMAIN ��. . NEW FTG'S W/EXIST.T.O.DUST
COVER,TYP. j oes
3 a
� 6� ;.
1"MAX.
NON-SHRINK 14" I 0'-10"x0'•10"x Vs"STEEL CG
CL
GROUT ry' BASE PLATE,CENTER ON : . :: .. : O
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STL COL. ,r..::,;•`S''''',•: .. .. ... Z
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EXIST.CONC.DUST CONNECT W/5/8"DIA. J O
COVER ELEVATION ��am xmm�ir. DRILL&E ORS,OPTIONS: CONC. OUNDATION I.L
DRILL&EPDXY(SIMPSON
WALL TO REMAIN,TYP, FOUNDATION NOTES: I— Q
c SET•%P&ROD),EXPANSION N
• BOLT(SIMPSON STRONG
a G 1. REFER TO STRUCTURAL NOTES FOR CONCRETE
a "'G BOLT-2),OR HEAVY DUTY
q a COMPRESSIVE STRENGTH AND MATERIAL SPECS,TYP. Q
,•+ d .a. MASONRY SCREW
• • 9 ' (SIMPSON TITEN HD),ALL
Biffigil ANCHORS SHALL HAVE 6"
_ MIN.EMBEDMENT DEPTH FOUNDATION PLAN �---INTO NEW CONC.FTG„ o
TYP. Scale:1/4"=1'-0" `
NEW SPREAD FOOTING,SEE PLAN SUPPORT REBAR W/ACI I�LARS JENSENN" 0 @ m
APPROVED METHOD PRIOR 0 STR a aQ 5
UCTURAL -
TO CONC.PLACEMENT,TYP. No.50602 w ' G
•
TYP. SECTION @ NEW FTG/GIRDER BEAM0.
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Scale:l"=1'-0" 081)/2015 1
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•
II
32'-8"t \ram4
. FRAMING NOTES:
1. EXISTING FIRST FLOOR PLYWOOD SHEATHING TO REMAIN. :ngghoouse,O
2. GC TO REMOVE AND DEMO EXISTING 1ST FLOOR,CENTER GIRDER ,--., . ,,,,,„
BEAM AND REPLACE WITH NEW BEAM AND SUPPORTS AS SPECIFIED.
1 2 3 4 5 6 7 8 9 «
es 3. EXISTING 1ST FLOOR FRAMING JOISTS TO REMAIN,SISTER WITH f W
LOOR
ISTS AS
FIED.
P Sb PEY'F'OS''-AE9 NOTE:INSTALL NEW 2x85SITERED FLOOR JOSITS FLUSH WI
E z
�N
,Lp A�0,C..r O'•cFPG� BOTTOM OF EXISTING 2x10 FLOOR JOISTS,NAIL W/2"DISTANCE FROM TOP OF NEW 2KBJOIST FOR TOP ROW O EDGE
_ f,1061Op14EP� L @s _
STAGGERED NAILING,NAIL W/MAX.4"EOGE DISTANCE FROM TOP
Z C FF,QSFRO NGF) 00\14 T� TI t'l OF NEW 2x8JOIST FOR BOTTOM ROW OF STAGGERED NAILING.
*,0N 4 O�CaO3Q 5 c15FE�.C00 — !_ ..
) LEGEND:
F C� .-NPFC BASEMENT p
E1,�5�9�EiFSt00N NEW GIRDER BEAM: FP NEWGII3ERBEAM: HEAD W BULK ;4 G z a
p NEW STEEL PIPE COLUMN(BELOW) 3
(3-05"x 9�"LVL,2-SPAN-CONT. (3'-1W"c 9Yo"LVL,2-5F AN-CC NT. ACCESS ;,.., o
BOLT PLIES W/ASTM A307,OR."A""HRU BC LT PL ES W/ASTM A307,GR."A"-HRU FULL DEPTH SOLID 2x BLOCKING
3 BOLTS&HARDENED WASHERS AT 12"O,C BC LTS&GARDENED WASHERS AT 12"O.: — t_ ———
S AGGEPED W/2"TYP.EDGE DISTANCE STAGGEP ED W/2"TIP.EDGE DI • CE EXIST.GIRDER N
f)I T AND 3CTTOM TYP., AT TOP AND�OTTOM TYP. LOCATION
C i 3--"--"-
,�._T. o' 1 EXISTING BEAM POCKETS TO REMAIN&TO BE ORS.BASE PLATE SHALL CC
RE-USED FOR NEW CENTER GIRDER SUPPORT.
ENLARGE AS NEEDED.PROVIDE
ISTURE
~ EBTWN.G.CE&NEW LVL RBEAE AND CCO C.OFDN SUPPORT,
ES
Ogl
`,A "'' O 2 NEW 3"STANDARD STEEL PIPE COLUL MN E(BELOW).
A.)`��P GFpY•0� NE B-U�L'tI�`DFLOO q 01PTH 15'�S ABOVEKING ANCHORED EWI(4)-5/8"DIA.THREADED ROD TE La-
LLE
EXISTING 0� 'P1 QO•S CENTER Cl iDER BEAM ANCHORS(DRILL&EPDXY),OR SIMPSON STRONG z
GARAREMAIN TO 00C1 OL°� S, A F{1�S G 0 2' HAVE(4)7/8"DIA.HOPBOLT-2 EXPANSION HDRILLED HOLES AT %"EDE \
—.ti,1 CC S r- 1�� s. G DISTANCE,TYP.AND BE SHOP WELDED W/Ms FILLETALL V
-—^ E COLUMN. C1-
�"`�S,NF'OO ON 5NG 1x18 L p @ "' B.)PROVIDE E OND T110"xO'6O STD Px�/Z'STEEL CAP PLATE,TYP. V
S6,-1� E*�RNEYL FpMON DRILL(4)HOLES FOR 4"LONG TIMBERLOK SCREW
`�... SS�F•LOd L.O ATTACHMENT TO NEW LVL BEAM ABOVE,TYP.SHOP
�POE�cP �NP\`N,I WELD CAP PLATE WI&FILLET ALL AROUND TO STD EL
PIPE COLUMN,CENTERED WI LONG AXIS IN []qG
FP. DIRECTION OF NEW GIRDER BEAM,TYP. Q s.L
ATTACH TOP OF NEW LVL GIRDER BEAM W/SIMPSON O O
ce
� _ "H2.SA"HURRICANE CLIPS @ 16"O.C.TO FLOOR 1'-0
JOISTS,ALTERNATE FACE OF BEAM,TYP. I--. --J
N LL
EXISTING H
CHIMNEY TO
REMAIN r-
3
Fa
�SH OF M4 P
1st FLOOR FRAMING PLAN
4 LARS JENSENN • A g u
Scale:1/4"=1'-0" u STRUCTURAL -. •
No.50602 m g a
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x S-3
09 1)/201S
6 PAGE 3 OF 3
GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES
1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, 1,CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT II
MECHANICAL,ELECTRICAL,AND PLUMBING REQUIREMENTS OF THE OWNER,INCLUDING SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301(LATEST EDITION), 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE V!
THE FOLLOWING GOVERNING STANDARDS: UNLESS OTHERWISE NOTED. AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION",AND
SUPPLEMENT"DESIGN VALUES FOR WOOD CONSTRUCTION",LATEST ',
A.THE MASSACHUSETTS STATE BUILDING CODE,8TH EDITION(RESIDENTIAL BUILDING 2.CONCRETE MATERIALS SHALL BE:TYPE 1 OR 2 PORTLAND CEMENT, EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 19%.2.
CODE FOR ONE AND TWO FAMILY DWELLINGS)BASED ON IRC2009 W/MASSACHUSETTS SAND AND GRAVEL AGGREGATES.CONCRETE SHALL BE AIR-ENTRAINED
AMENDMENTS,AND ALL OTHER AGENCIES HAVING JURISDICTION. 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST
PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH, CONCRETE OR MASONRY(SILLS,PLATES,ETC.)SHALL BE PRESSURE TREATED inth,,re.'"
(F'C)IN 28 DAYS,WHEN TESTED IN ACCORDANCE WITH ACI 318-LATEST WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION "�"@"°
B.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI.EDITION. OF 0.6 PCF IN ACCORDANCE WITH AWPA C3.
_
3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,
2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE 3.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ g 4
SAFE ALL FLOORS,ROOFS,WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM CONCRETE SLUMP E TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED g
FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR GALVANIZED OR STAINLESS STEEL.
REQUIRE. CONCRETE SLABS ON GRADE AND INTERIOR DECK SLABS.ALL PRESSUGALVANIZED
CONCRETE SHALL BE AIR ENTRAINED TO 5%(+/-1%). 4.THE FRAMING LUMBER(NON-EXPOSED)SHALL BE OF THE FOLLOWING
3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE
AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL
FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE
THE STATUTORY CODE REQUIREMENTS. THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND SURFACE DRY: DIMENSIONAL LUMBER ii
-JOISTS&BEAMS: #2 SPRUCE PINE FIR: F8=875 PSI, o g
GUIDELINES. E=1.4E6 PSI ,, a
4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
APPROVED RULES AND STANDARDS FOR MATERIALS,TESTS,AND REQUIREMENTS OF 5.NO FOUNDATIONS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT -STUDS: #2 SPRUCE PINE FIR: FC=1150 PSI, g
ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. FORCES DUE TO GROUNDWATER OR FLOODING. E=1.4E6 PSI
5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 6.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING 4.B EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR --
PRIOR TO COMMENCING WORK.ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE TO ASTM A615,GRADE 60,EXCEPT WHERE NOTED. W
BETTER AND PRESSURE TREATED.
DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER LU
IN WRITING BEFORE PROCEEDING WITH ANY WORK. 7.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT 5.USE FULLY NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),
IS COMPLETED.PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER LD
6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN JOISTS OR BEAMS.
THESE DRAWINGS.THE GENERAL CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS ACCORDANCE WITH ALL CURRENT ACI CODE OF STANDARD PRACTICE
FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING SPECIFICATIONS AND GUIDELINES. 6.BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENTIONAL FRAMING -
AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d ANNULAR
11
CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION 8.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT RING NAILS EACH SIDE AT 4"O.C.,OR AS OTHERWISE NOTED ON THE
FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES,AND ONLY IN DRAWINGS,OR AS RECOMMENDED BY THE MANUFACTURER.NAILS USED Lj N
THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. _
SPECIFICATIONS. CI
7.FOUNDATIONS,AND FIRST FLOOR FRAMING HAVE BEEN DESIGNED FOR THE 7.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER d z
FOLLOWING LIVE LOADS: FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE MODIFIED
A.GRAVRY LOADS: WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR L.L. Q�Q
-GROUND SNOW(Pg): 30 PSF SPECIFIED ON THE DESIGN DRAWINGS. CC
O O�
-OTHER ROOMS: 40 PSF
8.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE • U
B.WIND LOAD(PER MASS.BUILDING CODE AND ASCE-7): BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM ALLOWABLE Li_
-WIND SPEED=110 MPH; COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI. N H
-EXPOSURE"B" THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 1,900,000 N
-BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 PSI.INSTALL LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION g
CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. &
9.ALL ITEMS NOT SHOWN ON THESE PLANS,E.G.FINISH&CLADDING MATERIAL tH OC 4,4-
SELECTION, FLASHING SYSTEMS,ETC.SHALL BE SELECTED BY THE CONTRACTOR AND oa-e N. 11
CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT STATE BUILDING CODE AND STATE f LARS JENSEN g
y 's
LAW REQUIREMENTS. o STRUCTURAL -I
No.50602 m
10. EXISTING BEARING SOILS SHALL BE SUITABLE FOR THE SUPPORT OF 2,000 PSF %
ALLOWABLE SOIL BEARING PRESSURE.CONTRACTOR TO REMOVE AND REPLACE ALL ,,,' 8�?
NON-SUITABLE SOILS AS NEEDED AND REPLACE WITH NEW STRUCTURAL FILL AND �' --LSY�, 0.R S-1
COMPACT IN ORDER TO ACHIEVE MIN.SOIL BEARING PRESSURE AS NEEDED. 09 17h015j
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