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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel Permit#
Health Division —3.3!�-v
O Date Issued f —
'6onservation Division 6/aa'��S Fee.
Tax Collector Application Fee
Treasurer
Planning Dept. Checked in By
Date Definitive Plan Approved by Planning Board Approved By
Historic-OKH Preservation/Hyannis -f1r, fSTEM MUST BE
; ° (.4 cm IN COMPLIANCE
Project Street Address (A �a c c� wAa e_ SE 112 COOPR A1404
Village tol-IN RSOULATIONS
� QQ
Owner �� � � `` ���� Address
Telephone
Permit Request
Square feet: 1st floor: existing roposed I`1. S 2nd floor: xistin : proposed Total new' 1 `�J
Valuation 3 - Zoning District '�s�s� ood Plain_ Groundwater Overlay tir—z%
Construction Type i F" 1 °
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Lot Size L';dry Grandfathered: Yes ❑No If yes, attach supporting d Cumentat''
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) :Z
Age of Existing Structure 3 Z s Historic House: ❑Yes a-No On Old King's Highwa : ❑Yes O 0
Basement Type: Full ❑Crawl ❑_-Walkout ❑Other
Basement Finished Area(sq.ft.) C Basement Unfinished Area(sq.f
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:"XGas O Oil ❑ Electric ❑Other '
Central Air: O Yes Il 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 POO i If yes, site plan review#
—--Current Use --Proposed Use
BUILDER INFORMATION f x— o_4(9 L
Name Cr) ,�,Jc� Telephone Number at)3-3
Address .ej��O c 6VYL\<___ � a— License# C--1� Oct
0--L_3 7 O Home Improvement Contractor#
Worker's Compensation# p
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO
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per:
DATE SIGNAT �,.
.f
FOR OFFICIAL USE ONLY
PERMIT NO. e
DATE ISSUED
MAP/.PARCEL NO. `
ADDRESS. VILLAGE t `,
OWNER
w DATE OF INSPECTION:
t FOUNDATION
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
v
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
`. DATE CLOSED OUT
ASSOCIATION PLAN NO.
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RESIDENTIAL BUILDING PERMTT FEES
APPLICATION FEE
_
New Buildings B uildin $100.00
Residential Addition $50.00
Alteratio=amovations $50.00
Building Permit Amendment $25.0..0 �t
F'EE VALUE WORKS�ET
N ,W LIVING SPACE
square feet x$96/sq.foot= 2 b x.0041= '
plus frombeloW kil app
-t AT,TERATIONSMNOVATIONS OF E)aSt][NG SPACE
square feet x$64/sq.foot= x.0041=
plus from below(if applicable)
GARAGES(attached&detached
square feet $32/sq.ft._ x.0041=
ACCESSORY STRUCTURE>120.sq.ft.
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf-1000 sf 75.00
>1000 sf-1500 sf 100.00
>1500 sf-SameAs newbuiilding permit:
square feet x$96/sq.foot= x.0041=
STAND ALONE PERMITS
Open Porch ', x$30.00=
Deck x$30.00=
(number)
Fireplace/Chimmey x$25.00=
(number)
Inground SwimmingPool $60.00
Above Ground Sw1mming Pool S25.00
Relocation/Moving $150.00
(plus above if applicable) permit 'ee
IL-
pralcost
Rev:063004
��M CON 1FOH11 -ORDT' SUNRO.OMS":
aches zState aildin Co e� : SDI ,> .` en ' ' - edio
The Massachusetts State Building Code (780 CAM) includes provisions to ensure that houses and
house additions meet energy efficiency standards. This supplemental .CONSUMER INFORMATION
FORM is to be filed as part of the building permit application when a builder/contractor or homeowner,
constructing/installing a house addition with very large percentage of glass to opaque wall,seeks to utilize a
special energy conservation exemption option for "sunroom" additions to,an existing house (780 CMR,
Appendix J, Section J1.123.1). This FORM is not intended to prevent a homeowner from selecting a
"sunroom"of any size, configuration, orientation,form of construction or percent glazing,but rather is only
intended to assist homeowners in becoming aware of some of the important energy conservation and year-
round comfort considerations involved in selecting and utilizing a"sunroom"addition.
The connection of "sunroom" structures to residential buildings may create comfort and energy
consumption issues due to uncontrolled solar- gain or uncontrolled radiation cooling of the main house. In
the selection and construction/installation of"sunrooms", included below is a non-required, open-ended list
of product and design donsiderations that .a homeowner may wish to consider before actually
constructing/installing a"sunroom".It is recommended that consumers carefully review these options with
their designer, builder, or contractor, in order to minimize potential-energy consumption and/or house
discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired
are important considerations.
PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS"
• Solar Orientation and Natural Shading -
• Type of Glazing
• Insulating value
• Solar heat gain
• Frame materials
• Glazing to frame sealing and gasketing materials/.seal durability and/or
weather tightness of the sunroom
e Adequate ventilation Operable windows and fans
e Applied Shading Systems
e Insulation level in floors,walls,and ceilings
e Possible Sunroom isolation from the main house via a wall and/or door or slider
• Heating and Cooling Methods: Efficiency,Zoning and Controls
Homeowner Acknowledgment
The Massachusetts State Building Code, Section J1.123.1,..requires that the actual nrooerty owner(not the
owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to
issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential
building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read
the information in this document concerning sunroom comfort and energy conservation.
Signs of Actual Building Owner Date
Print Name Address of Permitted Project
Owner Address(if different than project location) Owner's telephone number
°FSME Tpk, Town of Barnstable
Regulatory Services
saxxsz"BI E Thomas F.Geiler,Director
Mass.
Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
as Owner of the subject property
hereby authorize C3, to act on my behalf,
in all matters relative to work authorized by this building permit application for.
(Address of Job) OZ� 3 Z
9iinature of Owner Date
7S EPi N 1�7 `i j� � k Q—
Print Name
Q:FORM&O WNERPERMISSION
. 011te
hoard oI']Building Regina ons and Standards
One Ashburton Place r Room 1301.
Boston. Massachusetts 02108
Horne Improvement
� ent Contractor Registration
Registration: 100692
Yvpe: Private Corporation
Expiration: 6/24/2006
FRANK EVANS COMPANY INC
Francis Evans
94 RESEVI®R PARK DR
ROCKLAND, MA 02370
Update Address and return card.Mark reason for change.
Address Renewal ❑ E®ploym ent Lost Card
7 t�ivsr+meoa�cert�Q���/ raaeis✓ai�ael�
Board of Building Regulations and Standards License or registration valid fbr lndtvidul use onlyHOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
Registration: 100892 Board of Building Regulations and Standards
Expiration: 6/2412008 One Ashburton Place Rm 1301
Type: Private Corporation Boston,Ma 02108
FRANK EVANS COMPANY INC'
Francis Evans
94 RESEVIOR PARK OR
ROCKLAND,MA 02370
Admlolstrstor Not valid without signature
BOARD OF BUILDING REGULATIONS
License: CONSTRUCTION SUPERVISOR
Number: CS 090578
i
�lfk49q:.-04/30/1957
E".,04MJ2008 Tr.no: 90578
42 DEER RIOQE `':
MASHPEE, MA 02849 e.1C -�'
Commiasiolw
°FTHETpj,_ Town of Barnstable
Regulatory Services
BARNSTABr �
E'MASS. ' Thomas F.Geiler,Director
Mass.
1639..�p � Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office:. 508-8�8,..� Fax: 508-790-6230
Permit no. '
Date �¢.-17
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied
building containing at least_one but not more than four dwelling units or to structures which are adjacent to
such residence or building be done.by registered contractors,with certain exceptions,along with other
requirements.
Type of Work rn 0 n��c� Estimated Cost
: �i`�;ty � 1�
Address of Work:
Owner's Name:
Date of Application: l°� ®
I hereby certify that:
Registration is not required for the following reason(s):
❑Work excluded by law
❑Job Under$1,000 _
❑Building not owner-occupied
❑Owner pulling own permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner:
Date Contractor Name Registration No.
OR
Date Owner's Name
Q:forms:homeaffidav
The Commonwealth o Massachusetts
` Department of Industrial Accidents
- Office of Investigations
' 600 Washington Street, 74 Floor
Boston,Mass. 02111
,�^�^ Workers' Com ensation Insurance.Affidavit:Building/Plumbin /EIectrical Contractors.
L �'
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name:
address:
"state:. zip. phone#
work site location(full address): �� I « ice+. M _c - J� � J'�R/ c
I am a homeowner performing all work myself. Project Type: ❑ Construction❑Remodel
❑ I am a sole proprietor and have no one workin in an ca acity. Buildin Addition
-ti�'�'•V�!.... '�-.�.zyV.43.t. `•• ..cis.. -$��.�:�+ ' ::u- �,-...:t�'.�.`�.••.°, .e�''r�.�a•a=:ti.:5�'tdr:' 77'Q NMP.'V`.!� 3.'�..`•;:.�?:�,�'p:ti'�b.',:'�'. ' -
�I am an employer providing workers' compensation for my employees working on this job.
company name: r� C.
address:' 6.1 r
eity: Dhine 2.- Oba `�
insurance co. .� policy# ` W Ofe � cLt ma's�3c�ll�s�
< s...: ��•`, °•'•n'�. r� a ldk',. t,. av •ni rr•�., a.:. o r'-
6.
.,:dre.:�i�ak�,7E iu.� •�i;s1.,,sis�ri�Fgr``.;�:,.,:s< :t„S:3tls�'3s,%ui�'�:.V�`�$iA:...�_`&_.:�4"d+'w.1:R:.�^�jarY•'ecx.�:iii:���'�-:•5,x.+dam?�..s9':k,:n^'��u''. :..
I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have
the following workers'compensation polices:
company name: .
address
city. phone M
insurance co. y olic #
iir.eM �q� +:•:�.t;��''•�'+I's`'i�.. :t'.�+}icX?�,�:a�"sT,.r .. . . . .4+`.'�., 'i�i`�"���,F,:;iii?aHvp•,:�.�}�..,b n92:: 'x' 7•�;p h d..�, �, ii�'� ,�,+.�;. r^• <°,t;,;-•��}•y
",'{:r :a cn. •Yu. . d•+:'n.-Q�:,,S:K:. yi.; ,:vt'.i . F:.E?+.1r3."..�"t<;.i:+:Cs�. A�3.'. ra�''.•.'F':JK'.i':�' �
-company name'
address:
city phone M
insurance co. Polig#
:e3s?.•: ������s.�.��iS�� .�' � {tc ',.,%�'�2�'n��' `��1." ,. .�ri': '�'.�4`.S��s���t� �'"`?��5°'t�
Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1;500.00 and/or
one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of s100.00 a day against me. I understand that a-
copy of this statement maybe forwarded to the Office of investigations of the DIA for coverage verification. '
o hereby certify u •the pains and penalties of perjury that the information provided above is true and correct.
Signature - - Date
Print name" l ai� �a ^I Phone#
Mail "liggilielq
Fcheck
nly do not write in this area to be completed by city or town official
: permittlicense#
❑Building Department
immediate response is required ❑Licensing Board
❑Selectmen's Office
❑Health Department
son: phone#; ❑Other.03)
o
Information and Instructions
Massachusetts General Laws chapter 152 section 25 requires all-employers to provide workers' compensation for their .
employees. As quoted from the"law",an employee is defined as every person in the service of another under.any
contract of hire,express or implied,oral or writteil. .
An employer is defined as an individual,partnership, association,corporation or other legal entity,or any two or more of
the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver
or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a
dwelling house-having not more than three apartments.and who resides therein,-or the occupant of-the dwelling house of
another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds.
or building appurtenant thereto shall not because of such employment be deemed to be an employer.
MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required.
Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the
performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have
been presented to the contracting authority.
{ .� .. _ �r p _� .�t�"'fv'•r 4. .'L:••i ch,P,'-'�+Ef�•:ti'�"•' �•;,e�•,Y,�;l:�" .
}.'�•, A J,Y�( r�s It ''i.v. ti• •y ' y�y1�'� : �' '�5'� �F•Atoit S,I��L': -
1'J w.y •i+ 1= ••1' ,f •'•$l. et, d L�Uv;' �.+,^5,�lair Js^ a...
Applicants
Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please
supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be
submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and
date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is
being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law." or if
you are required to obtain a workers' compensation policy,please call the Department at the number listed.below.
�°, `'e ;'" .����. }'_ -.•, r �`' ��••r•.1,�� . ` `''��' .•,�'a�,!:�":`9~u�°,•.�i�•�;�.a�"•+.asli�`����t•T'`•�,, x��>� :��rrL.
City or Towns
Please be sure P that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of
the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please
be sure to fill in the permit/license number which will be used as a reference.number. The affidavits may be returned to
the Department by mail or FAX unless other arrangements have been made.
The Office of Investigations would like to thank you in advance for.you cooperation and should you have any questions,
please do not hesitate to give us a can.
. �, ?;f�g&3c�`f) `.. f, i l��+at .1. ..F r ,c•• 'T+. ,u"4'. r .�9Y � � x,�.,y�� 4.•��}��! ,R� ~�{,,.'�.S•�?�.i+� '�� ��
'`p fi }." ,JEf bTX1 .�n2itt}_y_3•�t.wi1`:4�t IGi 4v.4
.The Department's address,telephone and fax number:
The Commonwealth Of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street,7a'Floor
Boston,Ma. 02111
fax#:(617)727-7749
phone#: (617)727-4900 ext.406 .
'mot t Town of Barnstable
Regulatory Services
anxxSrAaM ` Thomas F. Geiler,Director
t639• ���
ArEprs Building Division .
Thomas Perry, CBO,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
PLAN REVIEW
Owner: ;?IV-x_Q S Map/Parcel: (L q ULO
Project AddressL9 --6 cN)Aa.,c- Builder:
The following items were noted on reviewing:
SvY) L) Liter
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Reviewed by:
Date: p (�
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PRIVATE WAY TARAMAC ROAD 40 WIDE
3 SKETCH SCALE I = 2000 23 20 E
190.00
N 72°
182.00
\ 8.00
B 44A
v 44 O - 15,027 � -
904 13- — � M
— LOT 43 -
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01,
3
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�. 140 APPROVAL UNDER THE SUBDIVISION
m '
E h� CONTROL ,LAW NOT REQUIRED.
' �N 72° 23, 20
LOT 45 ti 8.00 ° s: DATE --
�p '
LOT 42
i
BARNSTABLE PLANNINGBOARD
0
LOT 41
i
►UBDIVISION
PLAN OF LAND IN BARNSTABLE t'cENTERVILLE), MASS.
FOR
V14EXL RE ALT Y TRUST
APRIL '21, 1972
SCALE 1" = 30�
THOMAS E.. KELLEY
SURVEYOR
SOUTH YARMOUTH, MASS. '"
BEING A SUBDIVISION OF LOT 44 SHOWN ON A PLAN
OF `'CENTERVILLE CROSSING" FOR COPLEY TURNPIKE
TRUST, DATED AUGUST 19, 1968 AND RECORDED IN PFGis-t
BARNSTABLE COUNTY. REGISTRY OF DEEDS PLANo suR��
BOOK 223 PAGE 139.
Lot 44B to be incorporated with axld
become a part of lot #45s
•Ms.Jeanette T.Rivers
69 Taramac Rd.
Centerville;MA 02632-2721
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GENERAL NOTES AND SPECIFICATION SNERA NOTES AND SPECIFICATIONS (COIJ�NDE1 ABBREVIATIONS u
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1. THE 2000 INTERNATIONAL RESIDENTIAL CODE, APPENDIX H IS THE REGULATION COVERING THESE 12. LABELING REQUIREMENTS FOR TEMPERED I GLASS 0 DIAMETER NA NOT ALLOWED
STRUCTURES. ALL PATIO. COVERS SHALL BE USED ONLY FOR RECREATIONAL/OUTDOOR LIVING PURPOSES NR NOT REQUIRED
AODL ADDITIONAL NTS NOT TO SCALE
AND NOT AS CARPORTS, GARAGES, STORAGE ROOMS OR HABITABLE ROOMS. 2003 IBC SECTION 2406.2 IDENTIFICATION OF SAFETY GLAZING: (EXTRACT)
AL ALUMINUM
2. ENCLOSURE WALL SYSTEM SHALL MEET THE FOLLOWING REQUIREMENTS: EXCEPT AS INDICATED IN SECTION 2406.1.2, EACH PANE OF SAFETY GLAZING INSTALLLED IN ANCH ANCHOR OC ON CENTER
HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A LABEL SPECIFYING THE LABELER, WHETHER THE APPROX APPROXIMATELY) OD OUTSIDE DIAMETER w
a) THE MAXIMUM HEIGHT OF THE ENCLOSURE SHALL NOT EXCEED 12'-0". THE MINIMUM HEIGHT OF THE MANUFACTURER OR INSTALLER, AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, AS OH OVER HANG
WALL SYSTEM (INCLUDING KNEE WALL) IS 6'-8". WELL AS THE INFORMATION SPECIFIED IN SECTION 2403.1. THE LABEL SHALL BE ACID ETCHED, BAL BALANCE OPNG(S) OPENNING(S) ~ui
'
z
SAND BLASTED, CERAMIC FIRED OR AN EMBOSSED MARK, OR SHALL BE OF A TYPE THAT ONCE BLDG BUILDING OPP OPPOSITE o
b) THE OPEN AREA OF THE LARGER WALL AND ONE ADDITIONAL WALL IS 65% OR MORE OF.THE AREA APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. BOT BOTTOM OPT OPTION(AL) o 0
BELOW 6'-8" MEASURED FROM THE GROUND FOR EACH WALL. OPEN AREA MAY BE EITHER INSECT C/C CENTER TO PD PATIO DOOR
SCREENING, GLASS APPROVED BY THE 2000 INTERNATIONAL RESIDENTIAL CODE SECTION R308. CENTER PL PLATE
DESIGN CRITERIA CL CENTERLINE PROJ PROJECTION
3. ROOF PANEL, WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL RESIDENTIAL CLR CLEARANCE PLWD PLYWOOD
CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED, WHERE THIS VINYL PATIO ENCLOSURE SHALL BE CONSTRUCTED USING THE FOLLOWING DESIGN CRITERIA COL COLUMN
ALLOWABLE PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN IN THE PANEL SPAN CHART (25G-6). CONC CONCRETE RAD RADIUS ?
REGARDLESS OF PANEL USED, PANEL SKIN SHALL BE 3105-H254 ALUMINUM OR STRONGER MATERIAL SNOW LOAD UP TO 70 PSF CONN CONNECTION REF REFERENCE REFER O°
WITH MIN. ALUMINUM THICKNESS OF 0.024". THE CORE MATERIAL SHALL BE EXPANDED POLYSTYRENE CONT CONTINUOUS REINF REINFORCE(D,ING)
.ADHERED TO THE PANEL WITH AN APPROVED ADHESIVE. WIND LOAD UP TO 140 MPH (3 SECOND GUST) CTR CENTERED) READ REQUIRED
REV REVISION Lu
THE FOAM PLASTIC WITH A 1.5 PCF NOMINAL DENSITY HAS A FLAME-SPREAD RATING OF 25 OR LESS SEISMIC = N.A. (LIGHTWEIGHT ENCLOSURES HAVE NEGLIGIBLE RESPONSE TO SEISMIC LOADS) DET DETAIL o
AND A SMOKE-DENSITY RATING OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH UBC STANDARD DF DOUG FIR SHT SHEET `CD
4
8-1. THE FOAM PLASTIC COMPLIED WITH ASTM C 578 AS TYPE 11. THIS ROOF PANEL HAS MET THE DIMENSIONS ARE AS NOTED ON THESE DRAWINGS LARCH SIM SIMILAR
CRITERIA OF UBC 26-3 (ROOM FIRE TEST STANDARD FOR INTERIOR OF FOAM PLASTIC SYSTEMS), WHICH DIA DIAMETER SMS SHEET METAL SCREWS o
IS EQUIVALENT TO UL 1715. - DIM DIMENSION SP SPACE(S,ED)
THE FOLLOWING DRAWINGS ARE INCLUDED IN THIS LSR 2500 GABLE ROOM STANDARD DRAWING SET: DL DEAD LOAD SPEC SPECIFICATION, SPECIFIED
THE WALL FILLER PANEL WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL DWG(S) DRAWING(S) SO SQUARE
RESIDENTIAL CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED. DRAWING # TITLE SST STAINLESS STEEL
EA EACH STD STANDARD ' w
4. MAXIMUM ROOF PANEL OVERHANGS (O.H.) SHALL NOT EXCEED 1' - 6" 25G-2 LSR 2500 TYPICAL GABLE FLOOR PLAN AND EL EF EACH FACE STIF STIFFENER w O
EL ELEVATION STL STEEL F— H
5. IN ORDER FOR AN EXISTING CONCRETE SLAB TO BE USED IT MUST BE IN GOOD SOUND CONDITION 25G-3 LSR 2500 TYPICAL FOUNDATION DETAIL EMBED EMBEDMENT STRUC STRUCTURE(S,URAL) Q
I ` EQ EQUAL(LY) SYM SYMMETRICAL Z a
(MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI) WITH NO EVIDENCE OF EXTENSIVE CRACKING, WATER --� w
SEEPAGE, OR UNSTABLE FOUNDATION CHARACTERISTICS. 25G-4 LSR 2500 TYPICAL WALL SECTIONS ES EACH SIDE
_ EXP EXPANSION T&B TOP AND BOTTOM m o a
25G-5 LSR 2500 TYPICAL WINDOW AND WALL DETAIL EXIST EXISTING THD THREADED Z Q
6. ALUMINUM SHALL BE ALLOY AND TEMPER 6063-T5, (LION). THK THICKNESS) CL7 otf v c
7. POP RIVETS SHALL BE ALUMINUM ALLOY 5056 WITH CARBON STEEL MANDREL AS MANUFACTURED BY 25G-6 LSR 2500 TYPICAL GABLE ROOF SYSTEM DETAIL GA GAGE TYP TYPICAL Lu Q
U.S.M. CORPORATION. GALV , GALVANIZED J w
25G-7 LSR 2500 TYPICAL RIDGE BEAM AND SUPPORT DETAIL GN GENERAL NOTE LION UNLESS OTHERWISE NOTED Q W
8. SHEET METAL SCREWS (S.M.S.) SHALL BE STAINLESS STEEL, ZINC PLATE, GALVANIZED STEEL OR VERT VERITCAL
x ~
2024-T4 ALUMINUM. HGT HEIGHT o U
HOR HORIZONATAL u".) z
9. EXPANSION ANCHORS SHALL BE 3/8"0 HILTI "KWIK BOLT II" OR APPROVED EQUAL. ANCHORS SHALL W/ WITH — c�
BE AS DESCRIBED BY AND INSTALLED PER ICBO ES REPORT #4627. INFO INFORMATION W/0 WITHOUT 3
WD WINDOW, SLIDING -j p
LVL LAMINATED WDF WINDOW, FIXED O0
10. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE EXISTING STRUCTURE VENEER WS WOOD SCREW
SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.5, SUCH AS DOUG FIR LARCH. LUMBER WT WEIGHT
11. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR SHALL VERIFY, THROUGH MATL MATERIAL
NONDESTRUCTIVE MEANS, THAT EACH SCREW HAS A MINIMUM OF 1/2" SIDE COVER ON ALL SIDES OF THE MAX MAXIMUM ta
SCREW. MFR MANUFACTURER c= N
MIN MINIMUM
12. LABELING REQUIREMENTS FOR TEMPERED GLASS ww= • e
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2003 IBC SECTION 2403.1 IDENTIFICATION: (EXTRACT) �" A`ssgC,
EACH PANE SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE g GARY J. W
GLASS OR GLAZING MATERIALS. THE IDENTIFICATION SHALL NOT BE OMITTED UNLESS APPROVED AND AN g DURBIN - F
AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN 0101 CIVIL $.
ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS THAT COMPLY WITH THE PROVISIONS OF THIS 0.15
CHAPTER. SAFETY GLAZING SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 2406.2.
EACH PANE OF TEMPERED GLASS, EXCEPT TEMPERED SPANDREL GLASS, SHALL BE PERMANENTLY !
IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION LABEL SHALL BE ACID ETCHED, SAND BLASTED, ON Q�
CERAMIC FIRED, EMBOSSED OR SHALL BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT
BEING DESTROYED.
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1125 BEREA IND.PKWY REV. DATE BY COMMENT SHEET:
BEREA,OH 44011 LSR 2500 TYPICAL GABLE 0 02/20/04 WAC RELEASED FOR USE
PH:(440)239-9100 FLOOR PLAN AND ELEVATION
(j0• FAX(440)239-1812 25G-2
4049 TOLL FREE:(800)824-7988 DRAWN BY: WAC CHECKED BY: KJR
E-MAIL jmC&oycemf9.com SCALE: 114'=1' DATE: 12/31/2003
1
FLOOR CHANNEL SECURED TO DECK WITH M
1/4" x 2" HOT DIPPED GALV. LAG BOLTS - NOTE: FLOOR CHANNEL SECURED TO DECK WITH
FLOOR CHANNEL SECURED TO CONC. WITH 1/4" x 2" HOT DIPPED N
PERIMETER OF ROOM. SPACING PER LAG 1/4" x 2" HOT DIPPED GALV, LAG BOLTS - GALV. LAG BOLT WITH LEAD SCREW ANCHORS - PERIMETER OF cn
BOLT SPACING CHART. 1. THE EXISTING DECK SHALL PERIMETER OF ROOM. SPACING PER LAG ROOM. SPACING PER LAG BOLT SPACING CHART.
JURISDICTION
APPROVED BY THE LOCAL BOLT SPACING CHART.
#8 SMS � 24° JURISDICTION (ALT. METHOD: FLOOR CHANNEL SECURED TO CONC. WITH 3/8"0 HILTI
OC, AND 2 - KWIK-BOLT II, WITH 2 1/2" MIN. EMBED @ CL OF MULLION, FOR
6005 2. TRIBUTARY DECK AREA WIND ZONES a 120 MPH GUST, 1 ANCHOR @ 1 1/2" EA SIDE OF
#8 SMS @ EA FOR EACH POST MUST BE CL OF MULLION.) N
VERT MULLION #8 SMS @ 24' OC,
6018 LESS THAN 40� SQ. FT FOR .
(ONE EA SIDE) DF OR SOUTH PINE LUMBER 6005 AND 2 - #8 SMS o
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ASS'Y, LOCATE UJ
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ON ui
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STRONGBARCKS NOTCH (FOR WIND ZONES 2! 120 NEW 4x4 POST 100 16
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BOARD AS SHOWN STRONGBARCKS NOTCH (FOR WIND ZONES z120 120 12" co
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POST TO ACCEPT (1) MPH GUST, USE 6X6) 130 12" N o1-1SIMPSON SDS
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6015
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,A _____________________________ 6006 _l
NEW OR EXISTING FLOOR SYSTEM 8 6006 NEW OR EXISTING FLOOR SYSTEM
6006 SEE DETAIL SHEET 25G-3 SEE DETAIL SHEET 25G-3 wci.
m
SECTION 1 SECTION 2 SECTION 3 A
d,Ad
LSR 2500 MULLION SPACING CHART "g
Max. Spacing Wind S eed m h Gust Max. Spacing Wind S eed (mph)Gust m a u� e
Mull. Height ft 90 100 110 120 130 140 Mull. Height ft 90 100 110 120 130 140 -��OF UA,S. N "
7 96PD 96PD 96PD 96PD 96PD 72PD 7 96PD 96PD 96PD 96PD 96PD 72PD �� q�' �4
8 96PD 96PD 96PD 96PD 72PD 65PD 8 96PD 96PD 96PD 96PD 72PD 65PD. god GARYJ.
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9 96PD 96PD 72PD 72PD 60PD 51WIN 9 96PD 96PD 72PD 72PD 60PD 53MOD DUBBIN
CIVIL $
10 96PD 72PD 72PD 60PD 45WIN 39WIN 10 96PD 72PD 72PD 60PD 47MOD 1 41 MOD p•15064
11 72PD 72PD 157WIN 145WIN 139WIN 133WIN 11 72PD 72PD 59MOD 47MOD 35MOD A90 �;SE
12 72PD 60PD 145WIN 139WIN 133WIN 1 12 72PD 60PD 47MOD 35MOD
Note: These max. PD &Window sizes are based on using S-E Hurricane Mullion. ON !/
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M 1125BEREAIND.PKWY. LSR 2500 TYPICAL WINDOW REV. DATE BY COMMENT SHEET:
BEREA,OH 44017 0 02/20/04 WAC RELEASED FOR USE
PH:(440)239-9100 AND WALL DETAILS
GO. FAX:(440)239-1812 25G-5
(nf9' TOLL FREE.(800)824.7988 DRAWN BY: WAC CHECKED BY: KJR
E-MAIL jmcQla oyCem/g.Com SCALE: 3'=1'-0' DATE: 12131/2003
C4
v CONT FASCIA/GUTTER @ N HANG RAIL ATTACHMENT FOR GABLE ROOF
GABLE ROOF EXST ROOF RAFTER y f en N
STUD WALL EXIST.EAVE MASORY BLOCK OR BRICK CONCRETE
-7 7� 1/4"Lag Bolt w/ 1/4"Lag Bolt w/ 1/4"X 2"Lag Bolt w/ 1/4"HILTI HIT HY20 1/4"HILTI KWIK-
3"min.embed 3"min.embed Lead Screw Anchor w/4"min.embed, BOLT I I w/2"min.
6 ADD'L #8 SMS T&B, EA SIDE, @32"o.c. @32"o.c. @24"o.c. 032"o.c. embed @32"o.c.
FIRST 3 FEET FROM BLDG (GABLE
w
ROOF ONLY) w BRACKET(S) L^
ROOF PANEL (SEE TABLE) SCORE AND REMOVE EX. SIDING, o
MOUNT U-CHANNEL ON SOLID ``
HANG RAIL PLYWOOD SHEETING DIRECTLY S o
"L" INTO FRAMING 3" INTO
EXIST FASCIA, SOLID WOOD
-I- (SEE TABLE EAVE -� FRAMING w
PROJECTION STRUCTURALLY
ROOF PANEL ADEQUATE SUPPORT, CONCEAL NEW FLASHING
in V) (SEE TABLE) UNDER EX. SIDING
-• - --- -- V) NOTES: (BY OTHERS)
00 1. THE NOTCHED PROJECTIONS (E.G. 2x6N) GIVEN IN THE TABLE BELOW, OPT. ASPHALT SHINGLES
I ON OSB TO MATCH EX. m a
N ARE FOR BEAMS WITH A 1" NOTCH. FOR BEAMS WITH A 1/2" TO 1"
- -- J STRUCTURE
NOTCH, L MAY BE INCREASED BY 4". FOR BEAMS WITH A 1" TO 1.5"
M NOTCH, DECREASE L BY 5". DO NOT USE A NOTCH GREATER THAN 1"
FOR 30 AND 40 PSF PATIO LOADS. VT
x Z #8 SMS ® 24" OC ¢ o
3 ADD'L #8 Max. Allowable Eave Projection "L" Inches N
SMS T&B o
CO Rafter Snow Load s
Size in 20 30 40 50 60 70 ROOF PANEL o
2x4 7.0 5.5 4.5 4.0 4.0 4.0
- - 2x6N 11.5 9.0 8.0 7.0 7.0 7.0 FOR FASTENER TYPE, SEE HANG
2x6 17.0 14.0 12.0 10.5 10.5 10.5 RAIL ATTACHMENT CHART
s 2x8N 24.0 19.5 16.5 15.0 14.5 14.5
10 N 2x8 30.0 24.5 21.0 18.5 18.0 18.0 4006T EXIST
ENCLOSURE STRUCTURE _
cc
Snow Load s -20 <=70 HANG RAIL AT EXIST. BUILDING Lu
- - Wind S d(mph)
SIMPSON Framing Brackets A35 jH9KT DETAIL 2
a Z Existing Facia 2x6 2x8 J QW Y a
Roof Panel Span Chart Lu
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WIND SPEED MPH 3 SECOND GUST Cn
=120 1 =140 1 1 1 1 o N
g --� Thickness Al Skin EPS Density Deadload SNOW LOAD(PSF) ,7 N O
- - - ROOF TYPE inches inches Ibs ( s 20 30/ 40 50 60 70 80
1 ' Q
M N U _ J
N 3"Climatemaster 3 0.024 1.5 1.1 14 -5" _ 11'-11_ 9'-2" 7'-5" 6'-2" 5'-4" 4'-8"
3 3/4"Deluxe 3 3/4 0.024 1.5 1.2 15'-4" ` 13'-1" 11'-5" 9'-10" 8'-3" 7'-l" 6'-2" �y�� 3 Z
CV J -
`d 3 3/4"Ultimate 3 3/4 0.032 2.0 1.5 18'-0" 15'-4" 13'-5" 12'-0" 11'-0" 9'-5" 8'-4" m a
33/4"Shin leable 33/4 0.032 1.5 2.8 19'-11" 17'-2" 15'-4" 13'-10" 12'-8" 11'-8" 10'-10" 1
6"Deluxe 6 0.024 1.5 1.5 18'-11" 15'- 1". 13'-l" 11'-9" 10'-9" 9'-11" 8'-10"
EXIST
ENCLOSURE STRUCTURE 6"Ultimate 6 0.032 2.0 1.9 22'-0" 20'-3" 15'-10" 14'-3" 13'-0" 11'-3" 9'-11" A g^° g
6"Shingleable 6 0.032 1.5 3.1 22'-0" 22'-0" 20'-0" 17'-8" 15'- 10" 14'-4" 13'-1" O=N N is
THIS DETAIL REPRESENTS CONNECTION EXPANDED AL SKIN, #3105 Zo,
SPAN: DISTANCE BETWEEN TWO SUPPORT POINT q g o
POLYSTYRENE H254 TYP T&B PER ICBO ACCEPTANCE CRITERIA: `w�` o,
OF GABLE ROOF CORNER ONLY CORE 7�#lT
SAETY FACTOR OF 2.5 FOR BENDING, 3.0 FOR SHEAR, L/120 FOR DEFLECTION m m a
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ADHESIVE HILLIPS HEAD 410DETAIL 3 is' OC ��``� 9�, �Lu
1 1/2" = 1' - O" sG- O
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(SINGLE PANEL WIDTH) 5206
TYPICAL ROOF PANEL /O Ql
DETAIL
1 1/2' = 1' - 0" SG-
DEALER TO INSTALL Z
ALUM COIL STOCK CAP
1/4"0 LAG SCREW ® 16"c/c SIDE O.H.
5202 W/ 2 1/4" MIN EMBED 18" MAX
Cn N
S204 (FACTORY INSTALLED) RIDGE BEAM POST FOOTING SCHEDULE(SQUARE FT) RIDGE BEAM POST SIZE
Wind Speed Ridge Beam Span ft SNOW LOAD ROOF PROJECTION FT
ROOF PANEL (mph)Gust 10 12 14 16 18 20 s 10 12 14 16 16 20
90 2.0 2.0 2.5 2.5 2.5 2.5 20 4x4 4x4 4x4 4x4 4x4 4x4
100 2.0 2.5 2.5 2.5 3.0 3.0 30 4x4 4x4 4x4 4x4 4x4 4x6
HANG RAIL 110 2.5 2.5 3.0 3.0 3.0 3.0 40 4x4 4x4 4x4 4x6 4x6 4x6
120 2.5 3.0 3.0 3.0 3.5 3.5
GO 4x4 4x6 4x6 4x6 4x6 6x6 w
130 2.5 3.0 3.0 3.5 3.5 4.0 60 4x6 4x6 4x6 6x6 6x6 6x6
o TO 4x6 4x6 6x6 6x6 6x6 6x6 M
140 3.0 3.0 3.5 3.5 4.0 4.0 w o
° Based on max.24 ft roof width and 2'footing depth Based on max.24'roof width,max.post height 12'
2 - 1 3/4". LVL RIDGE BEAM ° - v o
OR2 - 2XDF
#8 SMS ® 8" c/c Z UJ�
1/4" PLYWOOD TYP BOTH SIDES CY
A COMBINED RIDGE BEAM TABLE
6017 SIMPSON POST BRACKET PBS44,
PBS46, OR P8566 Douglas Fir-Larch #2 or better Versa-Lam
POST SIZE 6017 1/4" 0 LAG Double 2"x_" Double 1 314"x
(FOR WIND ZONES BEWTEEN 120 gp0g v
(SEE TABLE) - SCREWS W
140 MPH GUST, USE CSSQ44, / Nominal lumber Dimension Actual Dimension#.### }m
CBSO46, OR CBSQ66) ° 2 1/2" MIN Room Snow Load= 50 p.s.f
FLOOR CHANNEL EMBED (EA Width Room Projection(inches)
SIDE) TYP 8 (inches) 96 120 144 168 192 216 240 0
3/8"0 EXPANSION CAULKING DAM REQUIRED TO PLACES
ANCHOR W/ 2 1/2" SEAL END OF FLOOR 120 2-2 x 10 2-2 x 12 2-9.250 2-11.875 2-11.875 2-11.875 2-14.000 0
MIN EMBED ON SLAB CHANNEL AT POST
OR 5/8"0 EXPANSION a. . ,; 144 2-2 x 12 2-9.250 2-8.250 2-11.875 2-11.875 2-14.000 2-14.000 Q
ANCHOR W/ 7" MIN �•a. ' " .4 t z 168 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000
EMBED ON FOOTING 5 192 2-2 x 12 2-9.250 2-11,875 2-11.875 2-14.000 2-14.000 2-16.000 o
(ABU44 ONLY)
a a.. •'.' N ° 4 ' '' N 216 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000
POURED CONCRETE FOOTING :"a' ti:' 240 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-18.000
(SEE FOOTING SCHEDULE) r - 12" MIN. 264 2-9.250 2-8.250 2-11.875 2-14.000 2-14.000 2-16.000 2-18.000
12" MIN. --� 288 2-9.250 2-11.875 2-11.875 2-14.000 2-18.000 2-16.000 2-18.000
SECTION 2 �
Ll.l ¢ oc
SECTIONLLj w
5G-
COMBINEDJRIDGE BEAM TABLE COMBINED RIDGE BEAM TABLE o
CLD
Fir-Larch 2 or better Versa-Lam Douglas Fir-Larch #2 or better Versa-Lam
"x " Double 1314"x " Double 2"x Double 1 3/4"x1/4" LAG BOLTS W/ lumber Dimension Actual Dimension(#.###) Nominal lumber Dimension Actual Dimension#.### U o
WASHER 6" FROM BOT, ® Room now Load= 30 p.s.t. Room Snow Load= 60 p.s.t.
7SOLIDFILL
MID POINT AND AT TOP SEE BOOB Width Room Projectio (inches) Width Room Projection(inches) I :CL CL
CL
SECTION 2 6017 (inches) 96 120 144 168 192 216 240 (inches) 96 120 144 168 192 216 240 CL
120 2-2 x 8 2-2 x 10 2-2 x 12' 2-2 x 12 2-9.250 2-11.875 2-11.875 120 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 �
144 2-2 x 10 2-2 x 10 2-2 x 12 Z50 2-11.875 2-11.875 2-11.875 144 2-2 x 12 2-9.250 2-11.875 2-11.875 2-11.875 2-14.000 2-16.000
N Q
0
168 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.675 2-14.000 168 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 2-16.000 N Q v
192 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.B75 2-11.875 2-14.000 192 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 J
216 2.2 x 10 2-2 x 12 2-9.250 2-11.875 12-11.875 2-14.000 2-14.000 216 2-9.250 2-9.250 2-11.875 2-14.000 2-14.000 2-16.000 2-18.000 m
TWEEN 240 2.2 x 12 2-9.250 2-9.250 2-11.1175 2-11.B75 2-14.000 2-14.000 240 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 2-18.000
MULLION AND POST 4"x4" OF-COVERED
264 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 264 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-18.000 2-18.000 0
SECTION A 288 1 2-2 x 12 2-9.250 2-11.875 2-11.875 1 2-11.875 2-14.000, 2-16.000 1 288 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-18.000 p
A O N Cb QE
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COMBINED RIDGE BEAM TABLE COMBINED RIDGE BEAM TABLE COMBINED RIDGE BEAM TABLE
Z 0 CM
Douglas Fir-Larch #2 or better Versa-Lam Douglas Fir-Larch #2 or better Versa-Lam Douglas Fir-Larch #2 or better Versa-Lam OF M W = W B
Double 2"x_" Double 1 3/4"x_" Double 2"x_" Double 1 3/4"x_" Double 2"x- Double 1 3/4"x_ ��� AS's m m aLAL u�
Nominal lumber Dimension Actual Dimension#.### Nominal lumber Dimension Actual Dimension#.### Nominal lumber Dimension Actual Dimension(#.### ��` '9L►,y u_-t
Room Snow Load= 20 p.e.t. Room Snow Load= 40 P.S.L. Room Snow Load= 70 p.s.t. �� GA RY J. o
Width Room Projection(inches) Width Room Projection(inches) Width Room Projection(inches) C DUBBIN ~
(inches) 96 120 144 168 192 216 240 (inches) 96 120 144 168 192 216 240 (inches) 96 120 144 168 192 P2-14.000
240 U CIVIL
120 2-2 x 8 2-2 x 8 2-2 x 10 2-2 x 10 2-2 x 12 2-9.250 2-11.875. 120 2-2 x 10 2-2 x 12 2-2 x 12 2-9.250 2-11.875 2-1 2-14.000 120 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-16.000 15
144 2-2 x 8 2-2 x 10 2-2 x 10 2-2 x 12 2-2 x 12 2-9.250 2-11.875 144 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 144 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 2-18.000168 2-2x8 2-2 x 10 2-2 X 12 2-2 x 12 2-9.250 2-11.875 2-11.875 168 2-2 x 12 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 168 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-18.000 192 2-2x 8 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 192 2-2 x 12 2-9.250 2-9.256 2-11.875 2-11.875 2-14.000 2-14.000 192 2-9.250 2-9.250 2-11.875 2-14.000 2-14.000 . 2-1 / NA
216 2-2 x 10 2-2 x 10 2-2 x 12 2-9.250 2-11.875 2-11.875 2-11.875 216 2-2 x 12 2-9.250 2-11.875 2-11.875 2-11.875 2-14.000 2-16.000 216 2-9.250 2-11.875 2-11.875 2-14. :16
000 2-1 B.000 2-16.000 2-18.000
240 2-2 x 10 2-2 x 12 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 240 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 2-16.000 240 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-18.000
264 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2.11.B75 2-14.000 264 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 264 2-9.250 2-11.875 2-14.000 2-14.000 2-16.000 2-18.000
288 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000
288 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 1 2-16.000 288 2-9.250 2-11.875 2-14.000 2-14.000 2-16.000 2-18.000