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� . - _____--
A `
=7 Town of Barnstable *Permit# - F�
�TMe
Building Department EV'ee 6 monthsfrom issue dWe
BAMSreatB Brian Florence,C PI E `
3
MAM ��� Building Commissioner039. " B
iOtEo Mpl 0, 200 Main Street,Hyannis,MA 02601
www_town.bamstable.tria.us �P� 3 O Za�� 1 i
Office: 508-862-4038 rowN OF BAHN�1AgEt
508-790-6 0 �)
1l ll �! J\
EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY
Not Valid without Red X-Press Imprint
Map/parcel Number
Property Address l fLGr/t%ls= y/' C'L—n/ ✓/GG��' m !'-
;/Residential Value of Work Ofr- Minimum fee of$35.00 for work under$6000.00
Owner's Name&Address / O L,�[!� 7/ j6jL-2A44-,G6=x1, 4 UIV
vxea—
I Contractor's Name Telephone Numberd
Home Improvement Contractor License#(if applicable) Email:
Construction Supervisor's License#(if applicable)
❑Workman's Compensation Insurance -
Cb6eck one:
I am a sole proprietor
I am the Homeowner
have Worker's Compensation Insurance
Insurance Company Name
Workman's Comp.Policy#
Copy of Insurance Compliance Certificate must accompany each.permit.
6
Permit Request(check box)
❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to
❑Re-roof(hurricane nailed)(not stripping. Going over 'existing layers of roof)
Re-side
,❑ Replacement Windows/doors/sliders.U-Valu (maximum.32)#of windows
#of doors:
*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:
QAWPFILESTORMSUE PRESS2017
T, Town 0 Barnstable
oFWE To Building Department
o� Brian Florence CBO '
Building Commissioner
snxxsrnsta, � .
M'S• 200 Main Street, Hyannis,MA 02601
v i639. `e�
�AjED Mai" www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEQWNER LICENSE EXEMPTION
DATE: Please Print
T_pp �,�� .
� ff
JOB LOCATION: /�a'L�`/`2.� I/TG
number street village
"HOMEOWNER: 1FDAIAtO r�00 1)
name home phone# work phone#
CURRENT MAILING ADDRESS: �/" L�'�-� /�✓!T��
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and
a e an individual for hire who;does not possess.a license provided that the owner acts
to allow homeowners to en p ,
engage
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,peiiod 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 buildine uermit. (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 r. ire nts and that he/she will comply with said procedures and
requirements.
Signature of Homeowner
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 to amend
and adopt such a form/certification for use in your community.
�•fHE t Town of Barnstable
ti
Building Department
* WXNST LF. ' Brian Florence,CBO
16
prEo a Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town.barnstable.maxs"
Office: 508-862-4038 Fax: 508-790-6230
Property Owne/ec'o
Complete and Sign
If Using A Bu
I {/XJ /� �� v ubject property
hereby authorize �� to act on my behalf,
in all matters relative to work auth ed by this ding permit application for:
6lG — MZ�:n4 A—v -2-6 g a
(Address ob)
**Pool fe ces and alarms-are e respo sibility of th applicant. Pools
are not t be filled or u ' ' d before fe ce is installe and all final
ins echo performe and accepted.
Signature of Owner Signature of pplicant
Print Name Print Name
Ddte
Q:FORMS:OWNERPERMLSSIONPOOLS
Rev: 10/17
r
t' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parc I Permit# R 3 3 (o
Health Division'- 2 q a ��u' Date Issued
Conservation Division Application Fee
Tax Collector ( Permit Fee' 8
Treasurer'
Planning.Dept. g_`..„. EXIS71Mt3CS1(
Date Definitive Plan Approved by Planning Board IJMiiTECE n OFBEDROOMS
Historic-OKH Preservation/Hyannis
Project Street Address .r-G
Village
Owner Address -t gy�\\ Nvk k v
Telephone Jam, -7 7E�5- l
Permit Request
Square feet: 1 st floor: existing t 9 QV proposed ZL 2nd floor:existing ==-1A— proposed Total new ZZ
Zoning Districts _ Flood Plain Groundwater Overlay
Project Valuation 2Z, 860 Construction Type 6\
Lot Size ( � 3 1 Grandfathered: 0 Yes U'No If yes, attach supporting documentation.
Dwelling Type: Single Family Two.Family ❑ Multi-Family(#units) Y
Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No
Basement Type: Lei/Full ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) O Basement Unfinished Area(sq.ft)' 1 �O
Number of Baths: Full: existing 2 - new Half:existing y new
Number of Bedrooms: existing_ new
Total Room Count(not including baths): existing new First Floor Room Count
Heat Type and Fuel: f/Gas Y ❑Oil 0 Electric ❑Other
Central Air: aYes M4 Fireplaces: Existing t New Existing wood/coal stove: 0 Yes UYNi
Xo
Detached garage:❑existing ❑new size. Pool: ❑existing ❑new size Barn:0 existing ❑new size
Attached garage:Irexisting ❑new size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ®'No If �es site plan review#
Y
Current Use Kg=.,A K,� Proposed Use'- c
ZA
BUILDER INFORMATION C.`�\ '7 El.r.. !?0 act.f °? Z_!Z�
Name ��a��L H —� L o> , '�,.r c Telephone Number Z8:1 &Cr3_3
Address License
��` 6 Z3 Home Improvement Contractor# 4 T # Cry ST L
Worker's Compensation# w\J C 76-F-9: C 4t V
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 94 �-Y \� �
�- 232
DATE
SIGNATURE
} FOR OFFICIAL USE ONLY
PERMIT NO.
w
DATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
Y
DATE OF INSPECTION:
F
FOUNDATION
FRAME
INSULATION
t
FIREPLACE
ELECTRICAL: ROUGH -y FINAL
' PLUMBING: ROUGH M FINAL
GAS: ROUGH FINAL
F
FINAL BUILDING
0
DATE CLOSED OUT yAll m
'
ASSOCIATION PLAN NO.
46
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��►HAT A MO K MIE�E s wr4y at MAN Io %Vvy T11� 216 �12T
IM IS eAS:D 04 IM LOCATION OF Y MMMMi OY PLm LO. PAOE
���fT A FROM,V 8MVft VOWWA1001it W> MMIIMM UM AND � RAN � DA70
IAY O< AODOI�PLJ! O&Y 0Y AM A=WAVL MWMMp T SWMW- NOT OEPI
'%MMnCATION TO BE USED FOR M(XtYCM PURP Y I. 40 Oct6ber 5 _. I" 9
OFFSETS AS SHOWN ARE NOT TO K 80UG "' $me Is. �b'
USED FOR TFE ESTAiT OF PROPERTY RA D FO R D
�q s� INEERING CO.
P.O. Soot 12"
L •ram gel. NAVIRNLL MA. MGM
DAMES W. 9oUG10URAS R.L.S. 0529 IL (") 373-2308
Town of.Barnstable
Regulatory. Services
snattsrns�, _ Tliomas:F: eJIerG o
• bun :. ... , ..,. .. .. .. Direct
- . :�
9� ,���•� ' . .:.Buiiding•Division
TomPerry; Building Commissloner
- 200 Main Street, Xyaaais,MA 02601
www.town barustable;maxs _
Fax: 508-790-6230
office: 508-862-4038
• •.-fir
Property Owner Must
Complete and Sign This Section
` If Using A Builder
r
e
as Owner of the subject property
c to act on rnybehalf, '
hereby authorize -
in all a afters relative to work authorized by this bunding permit application for:
( 5s of Job)
Si�nature of Owner Date
Print Name
Town of Barn9table
Regulatory SDIMMF-4
'VS r48
..� Thomas F.Geller, ptf .
BABNSTABIX 2' S4 .
9 MAS& Building Division
16;9•
AT�o Hu►'�° Tom Perry,Building Co loner -
200 Main Street, Hyannis,MAWION
Office: 508-862-4038 �U
Fax: 508-790-6230
: C
PERMIT# � O FEE $ _
SHED REGISTRATION
120 square feet or less
Location of shed(address) Village
Property owner's name Telephone number
Size of Shed Map/Parcel#
b�
Signature Date
Hyannis Main Street Waterfront Historic District?
Old King's Highway Historic District Commission jurisdiction?
Conservation Commission(signature required) 3 d
PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE
COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE.
PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS.
THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN
Q-forms-shedreg
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rruroni NOTES AND SPECIFICATIONS fC0 INT NUEI ABBREVIATIONS c
SPECIFICATIONS
NFRAI NOTES AND "` .
0 DIAMETER j. NA NOT ALLOWED
1. THE 2000 INTERNATIONAL RESIDENTIAL CODE, APPENDIX H IS THE REGULATION COVERING THESE 12. LABELING REQUIREMENTS FOR TEMPERED.,,CLASS, NR NOT REQUIRED
STRUCTURES. ALL PATIO COVERS SHALL BE USED ONLY FOR RECREATIONAL/OUTDOOR LIVING PURPOSES - f (EXTRACT) ADDL ADDITIONAL NTS NOT TO SCALE
AND NOT AS CARPORTS, GARAGES, STORAGE ROOMS .OR HABITABLE ROOMS. 2003 IBC SECTION 2406.2 IDENTIFICATION OF SAFETY GLAZING: (EXT ) AL ALUMINUM "
•' ANCH ANCHOR _ -0C ON CENTER - •
2. ENCLOSURE WALL SYSTEM SHALL MEET THE FOLLOWING REQUIREMENTS: EXCEPT AS INDICATED IN SECTION 2406.1.2,'EACH PANE OF SAFETY GLAZING INSTALLLED IN APPROX APPROXIMATELY) = OD OUTSIDE DIAMETER ° `
HAZARDOUS' LOCATIONS SHALL BE IDENTIFIED 'BY A:LABEL SPECIFYING THE LABELER, WHETHER THE OH OVER HANG u'
o) THE MAXIMUM HEIGHT OF THE ENCLOSURE SHALL NOT EXCEED 10'-0 THE MINIMUM HEIGHT OF THE MANUFACTURER OR INSTALLER, AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, AS BAL BALANCE OPNG(S) OPENNING(S) _
WALL SYSTEM (INCLUDING KNEE WALL) IS 6'-8". WELL AS.THE INFORMATION SPECIFIED IN SECTION 2403.1. THE LABEL SHALL BE ACID ETCHED, BLDG BUILDING- -OPP OPPOSITE
SAND BLASTED, CERAMIC FIRED OR AN EMBOSSED MARK, OR SHALL BE OF A TYPE THAT ONUJ
CE BOT BOTTOM OPT OPTION(AL) 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. -� Ln
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 �
DFSI(;N GRffERiA CL CENTERLINE PROJ PROJECTION - c
3. ROOF PANEL, WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL RESIDENTIAL n ` 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 (20G-6). _ CONC'" CONCRETE RAD;.r ,, RADIUS a' r
REGARDLESS OF PANEL USED, PANEL SKIN SHALL BE 3105-H254 ALUMINUM OR STRONGER MATERIAL 4 SNOW LOAD UP TO 70 PSF CONN CONNECTION REF REFERENCE/REFER m
WITH MIN. ALUMINUM THICKNESS OF 0.024". THE CORE MATERIAL SHALL BE EXPANDED POLYSTYRENE - w CONT " CONTINUOUS REINF REIN FORCE(D,ING)
ADHERED TO THE PANEL WITH AN APPROVED ADHESIVE. WIND LOAD UP TO 140,MPH (3 SECOND GUST) CTR CENTER(ED) `READ '• REQUIRED o
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) #, pET DETAIL
AND A SMOKE-DENSITY RATING OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH UBC STANDARD OF LARDOUCH
FIR Sim SHEET o
8-1. THE FOAM PLASTIC COMPLIED WITH.ASTM C 578 AS TYPE II. THIS ROOF PANEL HAS MET THE DIMENSIONS AREAS 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
DIM DIMENSION
IS EQUIVALENT TO UL 1715: SP SPACE(S,ED)
THE FOLLOWING DRAWINGS ARE INCLUDED IN THIS LSR 2000 GABLE ROOM STANDARD.DRAWING SET: DL DEAD LOAD SPEC. SPECIFICATION, SPECIFED
DWG(S) DRAWING(S) SQ SQUARE
THE WALL FILLER PANEL WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL SST STAINLESS STEEL
RESIDENTIAL CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED. DRAWING # TITLE EA EACH STD STANDARDui
Z
20G-2 LSR 2000 TYPICAL GABLE FLOOR PLAN AND EL EF EACH FACE STIF STIFFENER
4. MAXIMUM ROOF PANEL OVERHANGS (O.H.) SHALL NOT EXCEED 1' - 6" EL ELEVATION STL STEEL 0
EMBED EMBEDMENT STRUC STRUCTURE(S,URAL) j.
5. IN ORDER FOR AN EXISTING CONCRETE SLAB TO BE USED IT MUST BE IN GOOD SOUND CONDITION 20G-3 LSR 2000 TYPICAL FOUNDATION -DETAIL Eq EQUAL(LY) SYM SYMMETRICAL
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI) WITH NO EVIDENCE OF EXTENSIVE CRACKING, WATER J LLJ 1- $
( 20G-4 LSR 2000 TYPICAL WALL SECTIONS ES EACH SIDE` � � m
SEEPAGE, OR UNSTABLE FOUNDATION CHARACTERISTICS. EXP' EXPANSION T&B TOP AND BOTTOM m w a
20G-5 LSR 2000 TYPICAL WINDOW AND WALL DETAIL EXIST EXISTING THD THREADED Z Q ul
6. ALUMINUM SHALL BE ALLOY AND TEMPER 6063-T5, (LION). THK THICKNESS) ot3 v o
20G-6 LSR 2000 TYPICAL GABLE ROOF SYSTEM DETAIL GA GAGE TYP TYPICAL W Q
7. POP RIVETS SHALL BE ALUMINUM ALLOY 5056 WITH CARBON STEEL MANDREL.AS'MANUFACTURED BY GALV GALVANIZED m �
U.S.M. CORPORATION. 20G-7 LSR 2000 TYPICAL RIDGE BEAM AND SUPPORT DETAIL GN GENERAL NOTE . UON UNLESS OTHERWISE _NOTED Q LJ
8. SHEET METAL SCREWS (S.M.S.) SHALL BE STAINLESS STEEL, ZINC PLATE, GALVANIZED STEEL OR HGT HEIGHT.- o,. a VERT VERI TCAL 0U
2024-T4 ALUMINUM. a
HOR 'HORIZONATAL Z
• • '„ '� , . . W � WITH c�
9. EXPANSION ANCHORS SHALL BE 3/8"0 HILTI "KWIK BOLT II OR APPROVED EQUAL ANCHORS SHALL" INFO INFORMATION" W/0 „ WITHOUT' a v�j
C!)
BE AS DESCRIBED BY AND INSTALLED PER ICBO ES REPORT #4627.
WD WINDOW, SLIDING -� w 5.:
LVL_ �LAMINATED ,WDF WINDOW;'FIXED �
10. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE EXISTING STRUCTURE VENEER WS. WOOD SCREW
N SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.5, SUCH AS DOUG FIR LARCH. LUMBER WT v". WEIGHT o w
11, WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR SHALL VERIFY, THROUGH ", " . o
MAX ATL MATERIAL
ERIA ,
a^ �_� a
NONDESTRUCTIVE MEANS, THAT EACH SCREW HAS A MINIMUM OF 1/2" SIDE COVER ON ALL SIDES OF THEMFR
SCREW. M N M NNMUM MAUFACTURER ��.\N OF lygs, o g.
12. LABELING REQUIREMENTS FOR TEMPERED GLASS s9� w w
m CL=U.:LU
GA RY J. yG
2003 IBC SECTION 2403.1 IDENTIFICATION: (EXTRACT) D IN f-4 o
p C I
co
EACH PANE SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE N0. 5
GLASS OR GLAZING MATERIALS. THE IDENTIFICATION SHALL NOT BE OMITTED UNLESS APPROVED AND AN
AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED INr a �`F T
ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS THAT COMPLY WITH THE PROVISIONS OF THIS
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; ~ h
CERAMIC FIRED, EMBOSSED OR SHALL BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT
BEING DESTROYED.
q ,
I' C'^
W V
= 0
V3 N
EXISTING BUILDING /
u LLJ
ACTUAL FILL ACTUAL FILL1 3 In
3 3/ 2QgG--5 n
v
THICK 'ULTIMATE'
-ROOF PANEL T1P. SEE DWG 20G-7 FOR RIDGE r-, �
2QG,-4 BEAM SIZE TABLE m O
N
z W
4X4 RIDGE BEAM 2QG-5 m c� L`I
w SUPPORT POST
N N SUPPLIED BY DEALER
� \ a
- w yo
3
_le
.. 3 2QG-5
Q�•.- , n -
ACTUAL FILLa ACTUAL FILL _ .
o' 1 I p
� T 04
45 WD [SE] -. 45 WD [S S] 45 wD. (SE] 45 WD
- o i
t __ MAX. O.H.
MAX. O.H. ENCLOSURE WIDTH 18 _
ROOF WIDTH - -
LLJ
-
m
2QG-6 2�6
• C9 W 0O �
C3
W
� Z cW=io
L A
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// AX. O.H MAX. O.H. - MAX. O.H.
18 18 O
u'
FIXED PANEL --
45 WD. 33 WD 39 WD 33 WD
jj
33 WD WD/ 45 WD 45 WD 45 rn otia $
0
72 PD � $4
s m 2 w E
fR W
OF,MASS,�c
gGARY J.
D B $�
- IVIL
o 15
.. 90 P I �►
_ 1
M
FLOOR CHANNEL SECURED TO DECK WITco H
NOTE: FLOOR CHANNEL SECURED TO GONG' WITH 1/4" x 2" HOT DIPPED N
1/4" x 2" HOT DIPPED GALV. LAG BOLTS - GALV. LAG BOLT WITH LEAD SCREW ANCHORS - PERIMETER OF ROOM. -
PERIMETER OF ROOM. SPACING PER LAG BOLT 1. THE EXISTING DECK SHALL FLOOR CHANNEL SECURED TO DECK WITH. SPACING PER LAG BOLT SPACING CHART.
SPACING CHART BE APPROVED BY THE LOCAL _ 1/4" x 2" HOT DIPPED GALV. LAG BOLTS - ALT. METHOD: FLOOR CHANNEL SECURED TO CONC. WITH 3/8"� HILTI
JURISDICTION PERIMETER OF ROOM. SPACING PER LAG BOLT
#8 SMS SPACING CHART KWIK-BOLT II, WITH 2 1/2" MIN. EMBED @ CL OF MULLION, FOR
6005 24" OC, AND 2. TRIBUTARY DECK AREA WIND ZONES a 120 MPH GUST, 1 ANCHOR 1 1/2" EA SIDE OF w
2 - #8 SMS 'IQFOR EACH POST MUST BE CL OF MULLION.)" `n
6018 @ EA VERT LESS THAN 40 SO. FT FOR #8 SMS 24 OC, ui o
MULLION (ONE DF OR SOUTH PINE LUMBER 6005 AND 2 - #8 SMS #8 SMS @ 24" OC, 0 o
FLOOR CHANNEL EA SIDE) EA VERT MULLION w
ASS'Y, LOCATE 6018 (ONE EA SIDE) 6005 AND 2 - #8 SMS '®
EA VERT MULLION w
of
SPLICES @ 8" OPTIONAL FLOOR CHANNEL 6018 (ONE EA SIDE)
MIN. FROM VERT. ` 6027 3/8" OPTIONAL
MULLIONS '+' '~ MIN ASS'Y, LOCATE 0
SPLICES 8" 3/8" MIN. FLOOR CHANNEL. o
6506 PLYWOOD +` `. PLYWOOD ASS'Y, LOCATE w m .
6029 FLOOR MIN. FROM VERT. ' '+` 6027
MULLIONS SUB-FLOOR SPLICES @ 8" z Q N p
MIN. FROM VERT. ''� CD
6027 ��� � CD
o
6506 B029 MULLIONS ,�,
Ucf) o �
NEW P.T. BLOCKING SIMPSON A34 EXIST. 6506 6029 o
APPROVED NEW INSUL-DECK ` `
(SHOWN) OR BAND FOR WIND '.'~`
DECK
(2x6 MIN.) ZONES a 120 FLOOR SYSTEM °a
° ++
MPH GUST, y. } O a
° a d
USE A35F) .d Q
z_
l J_.
° R-CONTROL EXIST. JOIST AT ° SCREW ,
24" O.C. MAX w
° 0
2 1/2" MIN. FOR EW OR EXISTING
/ CONCRETE SLAB IN O g
1 2" GALV. � 3/8"�.ANCHORS
-"q
THROUGH BOLTS GOOD CONDITION Q m
2 PER POST SIMPSON H5 1/2" GALV. w
120(FOR WIND ZONES
THROUGH BOLTS---._ = a
MPH GUST, USE H9) 2 PER POST LAG BOLT S PACING o 61
J
WIND SPEED SPACING v
DOUBLE 2X8 MIN. P.T. NEW 4x4 POST MPH GUST ao.C. a
STRONGBARCKS NOTCH (FOR WIND ZONES a120 NEW .4x4 POST 90 16"
DOUBLE 2 X8 MIN. P.T. �� o
POST TO ACCEPT (1) MPH GUST, USE 6X6) FOR WIND ZONES a 120 ' 100 16 0
BOARD AS SHOWN STRONGBARCKS NOTCH ( k a
T ACCEPT 1 �`MPH GUST, USE 6X6) '. 110 16" �
POST 0 O q12"
0 r
12 cn
SIMPSON SDS BOARD AS SHOWN
K T
130 T BRAC
ESIMPSO
N POS 1/4 X 2 CBS044 140
WOOD SCREW ( 0 MPH-
GUST,
R WIND ZO
NES _ 120
GUST, USE CBSQ66) 4
��oi�rn.8
CL d,d,.4 t
CO LL
d
z -
Y7
_ N
�NOFMgs
°
(FOR WIND ZONES e d VCR
a 120 MPH, ° a. . .°. a �' o GARY J.
d a a DUBBIN
#4 SPACED AS ° a°. v NO GI. 064
SHOWN)
CONCRETE FOOTING j
(FOR WIND .ZONES >_ 120
12" MIN. MPH, POUR CONTINUOUS \` I
FOOTING ALONG PERIMETER)
4
8 SMS'® 24" OC " w C7
M ® 6 OC x O
8 SMS ,
TOP & BOTTOM Cn
#8 SMS 06" OC
( ) N
ROOF. •
P 6011
#8 SMS ®24" OC -------------- -----------------------
(TOP & BOTTOM) 6515 - --� `
#8 SMS ® 24" OC ROOF 6509 FASCIA VINYL KORAD FILL
PANEL 6510 VINYL x w 0
FASCIA #8 SMS ® 24" cox COUPLER o
J W
6007 COUPLER OC, AND 2- #8 x JJ 6512 w Ln
-- --------------------------------- ---•,-- 6512 SMS ® EA VERT 3 KORAD FILL o �o o
#8 SMS ® 24" OC J MULLION (ONE EA Z o ao� w O
o SIDE) ,,o <. Y Z. w
OPTIONAL SCREW v~i
VINYL
n vo
COUPLER FILL
PLACEMENT L
o a
- 6512 --o QQ
J
#8 SMS ® 24" OC. ------ + ---------------A3----- --------- -----
AND 2- #8 SMS ® ---- -- --- -
EA VERT MULLION _ co
(ONE EA SIDE)
VINYL x x 6503
COUPLER J vo 3, m
�o
0 W .. .. _ O
c-, Q O
W Z Q
O
' • \O
o 79 3/4" PD
2" WINDOW r-
63 1/2" WINDOW �g
63 1 o
_ / o
J ��
- 'co
w
cn co
- - --------------—\o--------------------- -.•.. ---------- --------- ---- ---------- w\o J = Q Ili
a' vwiiv w\o z� #8 SMS ® 24" 0o�
w o ? #8 SMS ® 24" o o 3 -__rn VINYL OC, AND 2- 0-
=rn VINYL OC, AND 2- #8. '�¢° a w KORAD KW a S t2 COUPLER SMS ® EA VERT
o 5 COUPLER SMS ® EA VERT N z Y 3<Cc) ED 6512 MULLION (ONE EA v O
3 o co 6512 MULLION (ONE EA N o 6005 'w 6005 SIDE) 00. b
w 6005 SIDE) 4a Z�-• -
Y ELEC
v
Z~ 6027 ELEC od 6029 ELEC Y N m B01 g 6027 ELEC
6018 6018 6029 ELEC
6029 ELE C N
------------------ ------------ - ---------- ------------ ..
6506 NEW OR EXISTING FLOOR SYSTEM 6506 6506 NEW OR EXISTING FLOOR SYSTEM m.
;o SEE DETAIL SHEET 20G-3 SEE DETAIL SHEET 20G-3 \ _ w
SECTION 2 SECTION 3 C
SECTION �-DG
OG- OG- Y g$m a
• _ 2•'f•d�d.d�
Ci=N N m E
U
LSR 2000 MULLION SPACING CHART' ' �ma W E
N�FMgs "' LLB_'
STANDARD OPTION MODULAR OPTION
W
Max. Spacing Wind S eed (mph) Gust Max. Spacing ind S eed(mph) Gust0 120 130 140 � DURBIN
ul Height ft 90 1 0 110
Mull. Height ft 90 10
0 110 120 130 140 Mull.
7 96PD 96PD 72PD 72PD 60PD 51WIN 7 96PD 96PD 72PD 72PD 60PD 35MOD o� CIVIL
8 96PD 72PD 65PD 51WIN 45WIN 39WIN 8 96PD 72PD 65PD 53MOD 41 MOD 35MOD o.t5 4
9 72PD 60PD 51WIN 39WIN 33WIN 9 72PD 60PD 47MOD 41MOD 35MOD o
.c !S E ,
10- 60PD 51WIN 39WIN 33WIN 10 60PD 47MOD 41 MOD
-_. '.' . -... . . . ... .. ..... . . . ... .... O
Note: These max. PD &Window sizes are based on.using S-E Hurricane Mullion.
f ,
C/) o
N
zw / 6601
Nc.� .. _
w0 '
N
6517 6602
-----SOLID FILL BETWEEN �'
6603E
N MULLION AND WALL
MODIFY OR RIP MULLION SWEEP SCREE
w AS NECESSARY LATCH "
6501
g 66026 o
6517 + + 1/4" X 6" HEX HEAD, MIN
2" INTO SOLID WOOD,
0 0
+ 6" FROM TOP, BOT, & ® U w
+ + MID POINT (TYP) w
+ 4 OR EXPANSION ANCHORS
+ + INTO BRICK OR CONCRETE /
+ ACTUAL FILL
+ + PANEL MIN. i"
Of
6501 E O
6517 C)
#8 x 2 1/2" TEK SCREWS, W
1" FROM TOP, BOT, & ® MID
W Z o
C� o� -POINT OF WINDOW (TYP) o
6195 6625
6608
Lu O
CONNECTION AT EXIST, STRUCTURE
DETAIL /
OG-
66028
ZJ m
6603B IJ
6517 #8 X 2 1/2" TEK SCREWS,
6602 U L.LJ w
1" FROM TOP, BOT, AND ® MID 6517
POINT OF WINDOW (TYP) __ CL -J
6501 6195 6625 6601
o O Q
B a a O Z
2" H-MULLION SECTION e w ¢
DETAIL 2 WINDOW .ELEVATIOW. j -
oc- m
STANDARD OPTION
6608 MODULAR OPTION �
N E .
� CO Of
- - - c �
#8 x 2 1/2" TEK SCREWS, 6602S
6501 1" FROM TOP, BOT, & ® MID 6604 6603 g o
6517 POINT OF WINDOW (TYP) 6608
s19s s6z5 Ewa INTERIOR s6o5 6501 ,< m w E
+ + 6501 9227 6517 OF
6608
+ + + 6517 ui
�-
+ + q o GARY J.
ACTUAL FILL PANEL MIN. i" DURBIN
O CIVIL G
#8 x 2 1/2" TEK SCREWS, V 0.15
i" FROM TOP, BOT. & ® MID
POINT OF WINDOW (TYP) FULL HEIGHT g( G
6195 6625 CORNER 4 b
6516 6501 #8 x 2 1/2" TEK SCREWS,' EXTERIOR" " SCREEN
CORNER MULLION 1" FROM TOP, BOT. & ® MID #8 x.2 1/2" TEK SCREWS,
POINT OF WINDOW (TYP) 7 1" FROM TOP, BOT: & ® MID ---��
DETAIL 3 6195 6625 SEC SECTION POINT OF WINDOW (TYP)
DG- p 6195 6625
co
HANG RAIL ATTACHMENT FOR GABLE ROOF w
CONT FASCIA/GUTTER ® EXST ROOF RAFTERWBRACKET(S)
`"GABLE ROOF STUD WALL EXIST.EAVE MASORY BLOCK OR BRICK CONCRETE1/4"Lag Bolt w/ 1!4"Lag Boli w/ 114"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 Il w/2"min•
6 ADD'L #8 SMS T&B, EA SIDE, @32"o.c. @32 o.c. @24'o.c. @32" c embed @32"o.c.
FIRST 3 FEET FROM BLDG (GABLE NROOF ONLY) w z
a ¢ ROOF PANEL (SEE TABLE) SCORE AND REMOVE EX. SIDING, o
MOUNT U-CHANNEL ON SOLID o
ci HANG RAIL PLYWOOD SHEETING DIRECTLY A' �
„L„ INTO FRAMING 3 INTO
EXIST FASCIA, SOLID WOOD w
CD
g STRUCTURALLY CONCEAL NEW FLASHING
---I- (SEE TABLE EAVE ALLY FRAMING
� ' cr_
ROOF PANEL 9 (SEE TABLE) ADEQUATE SUPPORT,
`D V' (BY OTHERS) UNDER EX. SIDING
- -- --- Ln NOTES: OPT. ASPHALT SHINGLES
1. THE NOTCHED PROJECTIONS (E.G. 2x6N) GIVEN IN THE TABLE BELOW, SB TO MATCH EX. y "
ON0 ma
N • ARE FOR,BEAMS WITH A t" NOTCH. FOR BEAMS WITH A 1/2" TO 1 STRUCTURE
di z Z
- 1.5"- 0- t" T
- FOR WITH A _
- - � H L MAY BE INCREASED BY 4'.NOTCH,U r
NOTCH, DECREASE L BY 5". DO NOT USE A NOTCH GREATER THAN 1"
I LOADS. " OC
AND 40 PSF PATIO L MS ® 24 a N FOR 30 8 SMS + + + + o \
3 ADD'L #8 Max. Allowable Eave Projection "L" Inches ++ ++++++ C
SMS T&B n Snow Load s + + + + +
Rafter .
Size In ;24.0
20 30 40 50 60 TO ROOF 'PANEL
2x47.0 5.5 4.5 4.0 4.0 4.0
2x6N1.5 9.0 8.0 7.0 7.0 7.0 FOR FASTENER TYPE, SEE HANG
2x6 7.0 14.0 12.0 10.5 10.5 10.5 RAIL ATTACHMENT CHART
a 2x8N 19.5 16.5 15.0 14.5 14:5 4006TIEXIST
2x8 0.0 24.5 21.0 18.5 18.0 18.0 ENCLOSURE STRUM CTURE_
Ico
snow Load s <=20 <=70 HANG RAIL AT EXIST. BUILDING
LLj Wind$ d(mph) <=130 <='140 m Q
-- --- Jt
SIMPSON Framing Brackets A35 H9KT DETAIL r2 9 F- m
Existing Facia 2x6 2x8 4
1 1/2" = t' - 0' OG-' J p
x¢ z •2 w
(3
x a
- W
RoofSpan
� o
d
- - - Panel Sp an Chart I-
N
y}-
WIND SPEED(MPH)3 SECOND GUST ~
=120 =140 p C/3
SNOW LOAD PSF W
g Thickness Al Skin EP.S Densi Deadload. N 00
-- - - - ROOF TYPE inches inches (Ibs) s 20 30 40 50 60 70 80
M*
D 3"Climatemester 3 0.024 1.5 1.1 14'-5" 11'-11" 9'-2" 7'-5" 6'-2" 5 -4"
J
\ to
" l 33/4 0.024 1.5r " 1.2 15'-4" 13'-1" 11'-5" 9'-10"
co 33/4 Deluxe 8'-3" T- 1" 6'-2"
z
N G
Y
3 314"Ultimate 3 3!4 0.032 2:0 1.5 18'-0" 15'-4" 13'-5" 12'-0" 11'-0" 9'-5" 8 -4" ov` P6�A c tS ['y 1�
-. U
15'-4" 13'-10" 12'-8" 11'-8" 10'-10
3 3/4"Shin leable 3 3/4 0.032 1:5 2.8 19'-11" 17'-2" " t
Ix s� ►�° n Cn
6"Deluxe 6 0.024 1.5 1.5 18'-11" 15'-1" 13'-1" 11'-9" 10'-9" 9'-11" 8'-10"
"1
EXIST
E
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" g
■ L 5 3.1 22' 0" 22'-0" ZO'_0„ 1117'-8" 15'-10-" 14''-4"
6"Shingleable 6 OA32 ? ^g^^
THIS DETAIL REPRESENTS CONNECTION EXPANDED AL SKIN, #3105 SPAN: DISTANCE BETWEEN TWO SUPPORT POINT ugu�
POLYSTYRENE H254 TYP T&B PER ICBO ACCEPTANCE CRITERIA:
OF GABLE ROOF CORNER ONLY CORE 5205 SAETY FACTOR OF 2.5 FOR BENDING, 3.0 FOR SHEAR, L/120 FOR DEFLECTION cama
ADHESIVE #10 PHILLIPS HEAD 410 p��N OF M4S O
DETAIL 3 SST 0 15" OC r-W
1 1/2" = V - 0" oG- + + + + + + + + + pZ GARYJ.
m w W g DLTRB m $
+ + + + + + + + + Woa=. O CI L ti-
N m " No.
E
48
(SINGLE PANEL WIDTH) 5206
TYPICAL ROOF PANEL . . .....
,
DETAIL
1 1/2 1' - 0' OG-
E'.
DEALER TO INSTALL ,
ALUM COIL STOCK CAP SIDE O.H. �_ N
1/4"0 LAG SCREW ® 16"c/c 18.. MAX \
W/ 2 1/4" MIN EMBED RIDGE BEAM POST SIZE
5202 (FACTORY INSTALLED) RIDGE BEAM POST FOOTING SCHEDULE(SQUARE FT)
_ 5204 Win Speed Rid a Beam S an ft SNOW LOAD ROOF PROJECTIONN46
m h Gust 10 12 14 16 18 20 s 10 12 14 16 20
ROOF PANEL p 20 4x4 4x4 4x4 4x4 4x4
90 2.0 2.0 2.5 2.5 2.5 2.5100 2.0 2.5 2.5 2.5 3.0 3.0 30 4x4 4x4 4x4x4 4x6
O 110 2.5 2.5 3.0 3.0 3.0 3.0. 404x4 4x4 4x4 4x6 4x6
HANG RAIL 50 4x4 4x6 4x6 4x6 6x6120 2.5 3.0 3.0 3.0 3.5 3.5130 2.5 3.0 3.0 3.5 3.5 4.0 60 4x6 4x6 4x6 6x6 6x6 t-
140 3.0 . 3.5 3.5 4.0 4.0 70 4x6 4x6 6x6 6x6 6x6 w oc
° Based on max.24 ft roof width and 2'footing depth Based on max.24'roof width,max.post height 12'
0 0
U W
RIDGE BEAM u)
2 - 1 3/4" LVL o
OR 2 - 2X DF (j8 SMS 08" c/c o< J
w
�
1/4" PLYWOOD TYP BOTH SIDES ;1111w�
A � COMBINED RIDGE BEAM TABLE_ -
6517 SIMPSON POST BRACKET PBS44, Douglas Fir-Larch #2 or better Versa-Lam
PBS46, OR PBS66 6508 1/4" 0 LAG Double 2"x_" Double 1 314"x y a
POST SIZE (FOR WIND ZONES BEWTEEN 120 6517 SCREWS W/ 2
(SEE TABLE) - 140 MPH GUST, USE CBSO44, 0 1/2" MIN EMBED Nominal lumber Dimension Actual Dimension#.### O0
now Loa
CBSO46, OR CBSQ66) (EA SIDE) TYP 8 Room Sd= 50 ps.i.
PLACES
FLOOR CHANNEL Width Room Projection(inches) o
3/8"0 EXPANSION CAULKING DAM REQUIRED TO (inches) 96 120 144 168 192 216 240
SEAL END OF FLOOR 120 2-2 x 10 2-2 x 12 2-9.250 2-11.875 2-11,875 2-11.B75 2-14.000 0
ANCHOR W/ 2 1/2" CHANNEL AT POST N
MIN EMBED ON SLAB 144 2-.2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000
OR 5/8"0 EXPANSION -9.250 2-11.875 2-11.875 2-14.000 2-16.000
-- T-4
ANCHOR W/ 7" MIN • 168 2-2 x 12 2-9.250 2
EMBED ON FOOTING 192 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 2-16.000
(ABU44 ONLY) 4 N 216 2-9.250 2-9.250- 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000
• • N .d...�.:
POURED CONCRETE FOOTING ° + 240 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 �2-1
.000
(SEE FOOTING SCHEDULE) 12" MIN. ") 264 2-9.250 2-9250 2-11.875 2-14.000 2-14.000 2-16.000 .00012" MIN. 268 2-9.250 2-11.875 2-11875 2-14.000 2-16.000 2-16.000 .000
SECTIONIa-
SECTION DG- UJ o g
oG- COMBINED RIDGE BEAM TABLE _
COMBINED RIDGE BEAM TABLE. f- ?
Dou las Fir-Larch #2 or better Versa-Lam
1/4" LAG BOLTS W/ Douglas Fir-Larch #2 or better Versa-Lam 9 " Double 1 3/4"x_" _J m
WASHER 6" FROM BOT, ® Double 2"x LQ" Double 1 3/4"x_ Double 2"x_ -t 0- _
MID POINT AND AT TOP (Nominal lumber Dimension Actual Dimension(#.### Nominal lumber Dimension Actual Dimension#.### U l v
17
SEE SECTION 2 6501 Room Snow Load= 30 p.s.t. Room Snow Load= 60 Projection
C)
6501 Width Room Projection(inches) �-' �
6501 6517 Width Room Projection(inches) M
(inches) 96 P2-2
144 168 192 216 240 (inches) 96 120 144 168 192 216 240 p_
O
120 2-2 x B 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 N
144 2-2 x 1010 2-2 x 12 2-9.250 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 f�
Z
0
168 2-2 x 1012 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 168 2-9.250 2-9.250 2-11.675 Z-11.875 2-14000 2-1'4000 2-16.000168 2-2x1012 2-9.250 2-9.250 2-11.875 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,
216 2.2x 10 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 216 2-9.250 2-9.250 2-11.875 2-14.000 2-14.000 0 2-16.000 2-18.000
SOLID FILL BETWEEN q'x4" OF COVERED 240 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 240 2-9.250 2-11.875 2-14.00016 000 2-16.000 2-18000
MULLION AND POST264 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 2-14.000 2-16.000 2-18.000288 2-2 x 12 2-9.250 2-11.875 2-11.875 2-11.875 2-14.000 2-16.000 288 2-9.250 2-11.875 . 2-14.000 2-16.000 2-18.000 h ^g N
A a �a' E
c:, o
COMBINED RIDGE BEAM TABLE COMBINED RIDGE BEAM TABLE COMBINED RIDGE BEAM TABLES g
LL-
Douglas Fir-Larch #2 or better Versa-Lam Douglas Fir-Larch #2 or better Versa-Lam Douglas Fir-Larch #2 or better Versa-Lam
Lam
Double Z"x Double 1 3/4"x Double 2"x Double 1 3/4"x m E
Double 2"x_" Double 1 3/4"x_ Nominal lumber Dimension Actual Dimension(#.### ,'N a `L J
Nominal lumber Dimension Actual Dimension#.### Nominal lumber Dimension Actual Dimension#.### ( ����OF MqS o
Room Snow Load= 20 ps.L Room Snow Load= 40 p.e r. Room Snow Load= 70 p.s.f. S Lb
Width Room Projection(inches) Width Room Projection(inches) Width Room Projection(inches)
Inches 96 120 14a 168 192 216 240 �O� G/ARY J.
(inches) 96 120 144 168 192 216 240 (inches) 96 120 144 168 192 216 240 (inches)
2-2 x 8 2-2 x 8. 2.2x 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 2-11.875 2-14.000 120 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000. � DURB
144 2-2 x 8 2-2 x 10 2-2 x 10 2-2 x 12 2-Z 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 2-11.876 2-14.000 144 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 2-16.000 10 0 1'� Q
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 2-16.000 2-18.000 9
168 2-2x8 2-2x10 2-2x12 2-2x12 2-9.250 2-11.875 2-11.875 C
192 2-2 x 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 2-9,250 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 2-16.000 2-18.000 9��
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 2-14.000 2-16.000 2-16.000. 2-18.000 O
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 50 11.875 2-11.875 2-14.000 2-16.000 2-18.000 - G!
240 2-2 x 10 2-2 x 12 2-2 x 12 2-9.250 2-11.875 2-11.675 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 2-9.2 2-
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
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 Y
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 2-18.000 2-16.000 288 2-9.250 2-11.875 2-14.000 2-14.000 2-16.000, 2-18.000