BP-23787RESIDENTIAL
2001
SECTION 8 INSP CTOR'S REVIEW/COMMENTS
1. Date plan reviewed: 42
2. 30 days to review period expires:
3. OK to issue date:
4. OK to issue subject to requested submittals(see project review worksheet):
5. DENIED (see project review worksheet):
6. HOLD reason:
Date:
Date:
Date:
7. HOLD subject to Zoning Board of Appeals action:
S. Comments:
Date:
9. Inspector's Signature:
Date: d�
SECT 9 - PLI A NOTIFICATION
Applicant infbi7dja e Ti /e-Clerk:
Comments:
SECTION 10- OFFICEVNSPECTOR'S NOTES
Total Permit Fee: $/C9D•
Less Application Fee: $ 25.00
Remaining Balance: $
Gross Area - New Construction total sq. ft.
TOTAL FEE: /00-
Gross Area - Alteration total sq. ft.
Permit Issued To• pa& -
SECTION 11- ADDITIONAL COMMENTS/SKETCHES
RESIDENTIAL 2001
❑ FOUNDATION ONLY
$25.00 APPLICATION FEE IS NON-REFUNDABLE & NON -TRANSFERABLE
DATE RECEIVED
DARTMOUTH BUILDING DEPARTMENT
4 400 Slocum Road, P.O. Box 79399
m
Dartmouth, MA 02747h,
508-910-1820 FAX 508-910-1838
'
APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
THIS SECTION FOR OFFICIAL USE ONLY -•
RECEIVED BY:
DATE SENT FOR REVIEW:
BUILDING PERMI
NUMBER
DATE ISSUED:.
OK TO ISSUE - SIGNATURE:
BuildlnomnuNsfonerflnspector of w dings
Zoning District: Use: Zone: Zone
roposed ❑ B ❑ A ❑ V Outside Flood Zone❑-Aqu><fer
THE FOLLOWING AGENCIES SHOULD BE NOTIFIED: }
k❑Energy
❑ Board of ❑ Board of ❑Con. Com. ❑Demo ❑DPW ` ❑ Elec Report
Appeals Health Affidavit Card Sent: Cut Off Follow`np* _ t
❑ Fire ❑ Gas _ ❑ Planning Board* ❑ Sewer Card ❑ Water Card ;, :❑'Zoning, - ❑ Other _
Chief Cut Off /Cut Off /Cut Off Review* -
* REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERMIT:
DEPARTMENTAL APPROVAL
Zoning Review: Signature: &L Date:
Energy Report: Signature: Date: '
Fire Chief Signature: Date:
Board of Health: Signature:
Conservation Commission: Signature: Date:
Other: Signature: Date:
Description: of work being performed:
SECTION 1- SITE INFORMATION _
NUMBER OF PLANS SUBMITTED:
SITE PLAN SUBMITTED: ❑ yes ❑ no
1.1 Property Address: /OS` ��� 0 1�1n ��
1.2 Assessors Plat Lot Number:
04P
Nearest Cross Street: lif% s'C-,Od�7� A/
Plat Lo
Subdivision Name:
1.3 Historical District ❑ yes ❑ no
i f, 7-3
Has application been submitted to the Historic Commission?
Total Land Area Sq. Ft.:
❑ yes ❑ no Date:
1.4 Water Supply (MGL c 40 § 54):
1.5 Sewage Disposal System:
❑
❑ Municipal On Site Disposal System
Municipal❑ Private Well
C:Wdg.forms\Bldgapp.res.wpd Page 4 Rev. January 19, 2001
C:\b1dg.forrns\B1dgapp.res.wpd
Page I
Rev. January 19, 2001
RESIDENTIAL
2001
r E TI N 2- PR PER'► Y. R HIP AT JTHORIZED AGENT
2.1 Owner of Record:k
O ?j u�Wet /,
Se. >/fA 1
d b
6-;�_-7W
Name rint)
Contact Address Phone Number
2.2 A tho zed Agent:/ x
�Ci�''�.:f�1^�•f � �%%�.
�O U {i (/vy� �E' C.�'�^--a„' J �1 /J ![r
2 ?
Name (print)
Contact Address
Cl �Phone Number
- SECTION = C N TR TI NSERVICES
��'
3.1 Licensed Construction Supervisor--: (1ti. /f( c�„r,,, �� G;
Not Applicable ❑
Licensed Construction Supervisor
License Number 07e.2,9/
/
AddressSraz, s�i /��1'� a `' ""� �``
Expiration Date
p
Signature c !L Telephone V.,p,_ jiyZ &g
3.2 Regisfg ed Home Improvement Contractor:
Not Applicable ❑
Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no
If no, go to the next section!
Are you claiming exemption from the requirement? ❑ yes ❑ no
If yes, submit the
required affidavit!
Company Name,
Registration Number (if none, state "none")
f/ -7 S S1
Address ` " / /
Signature Telephone
Expiration DateOe�--
3 3 For Residential Remodel Work Only
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND:
QUESTIONS OR COMPLAINTS call or write:
Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598
Owners Name (print)
Signature
by signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund
Date
3.4 Homeowner Exemption - One & Two Family Only
FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT
109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual
shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of
buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing
Construction Supervisors.
Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a
Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor.
For the purposes of this section only, a "Homeowner" is defined as follows: 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.
If you are applying under this section sign below:
Signature:-
Your signature carries certain responsibilities, including but not necessarily limited to, general liability
RESIDENTIAL
2001
NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction
Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15)
SECTION 4 _- WORKER'S COMPENSATION INSURANCE AFFIDAVIT (MGL C 152 § 25)
Workers Compensation Insurance affidavit 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. Signed Affidavit Attached: ❑ yes ❑ no
SECTION 5 - DESCRIPTION OF PROPOSED WORK (check all applicable)
❑ new construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ ❑ woodstove
(energy report required) (energy report required) fireplace
❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door other ❑ demolition
(shed/garage) no. of windows_ doors (specify below): (specify below):
* If new construction, please complete the following: cSUy c,-c) Y7-i
Single Family: no. of bedrooms no. of baths
Two Family: no. of bedrooms unit 1 no. of baths unit 1
no. of bedrooms unit 2 no. of baths unit 2
❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify):
❑ Air conditioning - (separate unit)
❑ None of the above to be provided
❑ Hot Water: Gas Electric Fuel Oil Other
Brief Description of Proposed Work:
X
SECTION - 6 ESTIMATED CONSTRUCTION COSTS
Item
Estimated Cost ($) to be completed by permit applicant
1. Buildin %v
2. Electrical
3. Plumbing
4. Mechanical HVAC
5. Total = (1 + 2 + 3 + 4) /7
* Estimated Total $
SECTION 7A - OWNER AUTHORIZATION
(to be completed when owner's agent or contractor applies for building permit)
(please print)
he eby authorize
as Owner the sub%bi
to act on my behalf, in all matters relative to work authoriz is It application.
Signature of Owner Date
SECTION B- OWNERAUTHORTZED AGE DE LARATI N
h-✓��+-`� .�e �rv/rJ, as Owner/Authorized Agent hereby declare that the statements and information
on the foregoing applica (on are true and accurate, to the best of my knowledge and belief.
Signed under t e pains and penalties of -perjury.
Signa of O ner/Authorized Agent Date
C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 19, 2001
C:\bldg.fonns\Bldgapp.res.wpd
Page 3
Rev Inn-— 10 ')nnl
ti
20'
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DRAWN
THIS DRAWING IS THE PROPERTY OF PAT10 1.2. M. 05OW009
nENCLOSURE105 e0640DUQ5155 90.
ENGLO$URES, LNG. ALL RIGHTS RESERVED DATE NC. ,� 5, DAQ1MOUfN, MA. OZ14�
DUPLICATION OF THIS DRAWING IN ANY FORM IS 04/05/02
NOT PERMITTED WITHOUT THE EXPRESSED SCALE 500 KYLES STANDISH BLVD. (508) �q�-IZ60
WRITTEN CONSENT OF PATIO ENCLOSURES, INC. TAUNTON, WA 027BO
1/411-0H 505/622-1966 JOB NO, 1057q
Note: Where 2 shown, 10 Note: Where shown, 10
OPP
t *7
OPP. OFF.
Single Slope Roof Enclosure Plan View Gable Roof'. Enclosure Plan View
Note- Where @ shown, Note: Where shown, Note: Where shown. Note: Where shown,
Required w/ Transom T9 Required w/ Transom 1 E C �u Required w/ Transom VU Required w/ Transom
10
[r2 r4-'N F ri",\
L OPP
B" Wall Elevation (7'*� "A" & "C" Wall Elevaflon@ "B" Wall Elevaflon "A" & "C" Wall Elevationr4`\
@ lzz:y
GENERAL STRUCTURAL DETAILS FOR PEI "ALL —VIEW" THREE SEASON ROCMS
* Details an this sheet erg also In section 500 of the "All—VIew Rooms Engineering Manual"
EENCLOSURE!81�HCJ, P.O. BOX 186 a MACEDONIA. OHIO 44056
— 720 EAST HIGHLAND ROAD
SCALE: _F DRAWN: RWK
NONE FTA7M. 04/30/99
OF REVISIONS
EVISIONS
KAMA. rAPPROVED BY:
Concrete or Wood Floor RINAS 'Q E Z
SIGNATURE P.E. REG. NO. DATE
Fooling Per Local Code Fooflng Per Local Codew-tl
rPEl ENGINEERING — SECTION 17 SHEET: 1
Y'5.1 C)I, en,t t ►rtt,�T rr- FS7PII
0 i
IF
Concrete or Wood Floor
Footing Per Loccl Cade
Section c
Section 0
Expander O Floor ,hors O InteI lee(tate F
Mln stagged 18 O.c.
J8 x 1/2' TEK Screws
T&B Bath Sides
t1i� Expander O Floor
18 x 1/2" TEK Screws O Hot. 1 I Min. 1 1/ 1' Min. d
la x 1/2" M Same O T&El
Comer P
1/3 Up a 1/3 Down Bottom:Both Sides (2) Anchors (lypkai)
Detail 1
Anchors O Corner Post:
Use 1/4" 0 x 3' Lo. Lag Screws w/ Washers Irdn Wood
� 1/4concre�x 1 1/4" Lg. DrNe—Pin Anchors
Use flo x 3 4 Hex •Head into Wood
Use t/4" Q x 1 1/4" Lg. Mtn —pin Anchors
Into nernte
JC:Eu OF TH;S 1fiiO!X
,": I(equlrad Q Non-8aarinQ W U
On — 4 Required ng well
1'fn T of rf Y# a r;. y 18 x 1/2' TEK screwe O Top
and Bad = Each Side
Expander O Floor A
1 1 2�Min.
t�z• Mtn.
l
ginq Hatween�(lrilts;�'a � ��� d�
l
ginq Hatween�(lrilts;�'a � ��� d�
18 x 1' TM Screws O Top,
1/3 Up dt 1/3 Dorm, and Bottom
�
Detail 2 > ° � 3' ' MIS
Anchors At Ganging
Use 1/4- 0 x 3' Lag Screws Into Wood /
Use 1/4' 0 x 1 1%4' Lg. DrW—Pin Anchors hits Concrete
2 Required O Well Poet — 4x4. 4x8, 8x8, or (2) 2x4's (4) #8 x 1/2' TEK Screws,
Anchor, — 4 RequlroUd oaaring Wall Notched As Required To Fit to Expander 3x3 Extruded Aluminum Poet (4) #�� 1 Serewe. 1x3 Tube (2) Each Side
I" TEX g Expander O Floor 2) 08 x 1' Ta Screw,. Each Side
[;T
TubeExpander O Floor 4 2xEaeh 51dee� ) / x 1" TEK Screws, T MdtH Each s..ide
() Expander O Floor T.k8 H Each Side (2)— 1' X 4" x 1/8' x 1 3/4''
/2' TEK Screws O �)— 1x 4' x t/8' x 1 3/4' LgAnchors, 4 Requred Total, (2)— 1' x 4' x 1/8' x 1 3/4' Lq. 1 Anchors, 4 Rsqulred Total,
Expander O Floor op de Bottom Each Side (1) Each Side (2) Each, Side (1) Each Side % `Anchors, 4 Required Total. ()Each Side
/ \ (Z) Each Side ` (2) Each Side
1 1 12'_1Qn.
1�' Min.
(2)— #8 x 1 /2' TEK Serewsl t Ganging Between ' Units
O Top, MIMa. & Bottom Each Side
Detail
Anchors At Gcna_ing
Use 1/4' 0 x 3' Lag Screws into Wood
Use 1/4' 0 x 1 1/4' Lg. Drive —Pin Anchors Into Concrete
n__ —
strt
Mat
Tab/H
i8 x 1/2'
(2) into 1—Beam Con
Both sides
Structural
rg
ry
Anchors: Use 1/4' Qf x 3" Lg. Log Screws Into Studs
Una 1/4' 11 x 1 1/2' Lg. Loge w/ Lag Shields
Into COncrcta Block or Briefs
(2) T. M.xI" TEK Screws & °
H Each Side
(4)— 18 x 1' TEK Screws,
(2) Each Side
Detail 4
Anchors At Ganging
Use 1/4' 0 x 3' Lag Scram into Wood
Use 1/4' 0 x 1 1 4" I-g. Drive —Pin Anchors Into Cancrete
Notch Ganging An Required J
To I,natoil J8 TEK Screws And Clip (4)— J8 x 1/2' TLX Screws,
(2) Each Side
Detail 4
Anchors At Ganging
Use 1/4- 0 x 3' Lag Screws Into Wood
Use 1/4" 0 x 1 1�' 4 Drive—Pln Anchors Into Concrete
NOTE:
The plans, elevations, sections and details contained herein are
in accordance with information contained in "Product Engineering
Manual an 'All —View' Three Season Rooms" as published by Patio
Enclosures, Inc., Macedonia, Ohio. Limitations for product usage
are contained in said "Product Engineering Manual". See individual
job submittal for specific projections, unit widths and wall heights.
Notch Ganging As Required J
To Install #8 TEK Screws And Clip (4)-8 x 1/2' •TElt Screws.
Comer Pont. Notched To Fit Expander (2) Each Side
Detail 4
Archon At Gang229
Use 1/4' 0 x 3' Lag Screws Into Wood
Use 1/4. 0 x 1 1//4' Lg. Drve—Pin Anchors Into Concrete
GENERAL STRUCTURAL DETAILS FOR PEI "ALL -VIEW" THREE SEASON ROOMS
NOTE: Detalis on this sheet are also in section 500 of the 'All —View Rooms Engineering Manual"
L^ �t i� 720 EAST HIGHND ROAD
EXCLA
LLr�t�l�ESACi. P.O. BOX 186 • MACEDONIA. OHIO 44058
® (21 s)488-0700 rAX (21 e) 457-4297
SCALE: NONE
CF�,� REVISIONS
KARLA. APPROVED By.
RINNAAs t°
%PJc78
SIGNATURE
DRAWN: RWK
/ I PEI ENGINEERING — SECTION 17
DATE: 5/3/99
P.E. REG. NO. DATE
ALL -VIEW ROOMS
SHEET: 2
18 x 1/2' TEK Screws
(2 Into i—Bsam Connecting Panel. T&B)
ctural S111tane Sealant
Roof Panel
a.
#8 x 1/2' M Screws Thru
One Side Of Each I —Beam
Into Header
IS x 1/2' TEK Screws,
(2) O Each I —Beam, (1) O
Each End Of Header
structural Sllleone Sealant
V / %IS x 1/Y TEK Strewn, (2)
Structural Silicone Sealant•/ O Each I —Beam. And (1) O
Each End of Header
Rolling Door Unit Framing Header Assembly
IS x 1/2' TV Screw In
And Out At Unit Ganging
And At Each End.
8 x 1' IV Screws 0 1B' O.0
Detail e
#8 x 1 and U Kit Gang
Po
C—/ n --- I
Detail 7
Reaf
Silicane Sealant IDS x 1/2' M Sam O
Ganging And Each End;
Both Sid
8 x 1/2' TEK Screws 0 le O.C.
1' x 1/1 d' Cartinuou
Aluminum Angle
1/8' D.S. Glass, or
3' Nominal Thickness Wng pane);Ralllng
1/2' x 1' x 1/18' continuous as Code Requires
Aluminum Angle
Glazing Tape
i8 x 1/2' TEC Sanwa O 18' O.C. Glazing Cap
1/2' TEX Screws 0
J8 x 1/2' TEX Screws O Ganging And Each End: is x 1' TE< Screws O 12" O.C.Ganging And Each End: Both Sides
Both Sides 18 x 1' TEt Serexs Door Unit Framing O 12' O.C.
Rolling Door Unit Framing
Tab h Hanger Assembly
Typ. Both Sides
Structural
Silicone Sealant
Roof Panel
Detail s
7—=
Ridge Beam
and Members as Required
Aluminum Flashing An Required
Structural MIcone Sealant
1/4' x 3' Leg Screws
O 1S' O.C.
Staggered O Opposite Sides
is x 1/2' TM Screws.
2) Inta I —Beam Connectin
Panels: T&A Typ.
Detail 11
7—
um Flashing
Required
Detail @
0 x 1/2' TEK Sere" o
Top. Midd!a. and Bottom.
Both Sides
Side Rail Of Rolling Dear Unit
nal /#8 x 1/Y TM( Screws
staggered 0 16' O.C.
.}� Structural Means Sealant
— ei cap
14--azing cap
GlezIng TOM
1/ass Code Class Raquir a
AT THE: DUILDI'"G 4. ;1:E
£. t bai?OG;REtiS (31" TN' a It.: 4RK,
I�
DUILDIN D_=p,�;
Tay+rri o` Der+r,
5 x 1/2' TEK Screws, 2 0 Hanger,
Structural Silicone sealant 2 O Fascia Lacation, and
2 O 1/3 Pt& Between Hanger &
Each Side of I —Beam Header location (lr M 4' O.C.)
O Top (Typkxl)
.024' 3105—H174 Alum.. TdeB
7/18' O.S.B.. TOB (Optianal)
1.5 PCF EPS
Aluminum I —Beam T
yz s
3' Nominal Thickness
1 s
Roof Pend (Typical)
"=,fir
%.
R; .!
R-n
uxl
Detail _
. ca7
� .�
,
wood Ridge Beam
Size and I Members as Required
Aluminum Fleshing An Required
Remove Siding An Necessary Structural SHIcona Sealant
Ex1at1rl 5truucctuurre Shtm An Required 1/4• x 3' leg Semen
O t e' O.C.
as der O Fk=Mn Stagger O apposite Sides
ng Structure Tab & Hanger Assembly
Typ. Both Sides 8 x 1/2' TEK Sarewe,
chars O 18' O.C. nn
e}� 2) Into I —Beam Coeetlr
Sfiu>Sne S��tant Paneir, 7hEl. Typ.
Detail 10
Anchom.
Use f8 x 1' M Strewn Into sheathing
Use 1/4' 0 x 1 1/2' Lg. Nylon Anchors. 'Tap—R',
or Equivalent Into Concrete Block or Brick.
NOTE:
The plans, elevations, sections and details contained herein are
in accardance with information contained in "Product Engineering
Manual on 'All —View' Three Season Rooms" as published by Patio
Enclosures, Inc., Macedonia, Ohio. Limitations for product usage
are contained in said "Product Engineering Manual". See individual
job submittal for specific projections, unit widths and wall heights.
.
Pod Panel
Aluminum Fk
As Requir
Detail
11
GENERAL STRUCTURAL DETAILS FOR PEi "ALL -VIEW" THREE SEASON ROOMS
NOTE: Details on this sheet are also In section 500 of the 'All—Ytew Rooms Engineering Manual"
720 EAST HIGHLAND ROAD
::!�P.O. BOX 186 • MACEDONIA, OHIO 44056 (21 e)488-0700 FAX (21 e) 467-4297
// G _t 41(_1
SCALE: NONE ( DRAWN: RWK ! DATE: 5/1/99
REVISIONS
APPROVED BY;
//Zoe d o
NATURE P.E. REG. NO. DATE
ALL —VIEW ROOMS
PEI ENGINEERING — SECTION 17 1 SHEET: 3
KEPT
10 THE
INT
Extruded Ridge Beam Assembly
Aldge Beam Location. Wood,(Not Shown)
Rfdg• Seem Loin, Extrudpd Aluminum (Not Shown)
Hanger Assembly
CW. Both Sid") Structural Silicone Sealant
k
r
k , ';
I�'�'Rr *rr+
. Y,1t.? (; !-
Extnvded Aluminum Ridge Beam
Structural
i'
� f
�.,_ t
Ai TH r 3T P._ KkTP;
aUI
PQCI3L. L�If1� 'Sl`;a Ti-i
Han Assem
Silicone Seale
'3S OF THIS
(Typ. Both Side Structural SGicane Sealant
• :: ti'
¢ L3E,a
Mang Structwalant
��.5 +' 'r �•'�;
•r• ;,ti :: • • a ;i«. •
�.
Portion4temove
lot Ridge Beam
PorHatt
lo! Ridge Beam
��+ei'dtz
0( (�18l �
•
; if Naeesaosiy ®
i N Neeessaryr
;i • : • : • • •
Panel
O
''•: :::
I I
i I #8 x 1/2' TEK Screws,
(4) — #a x 1' TEK Screws,
O
EY Straws,
((2) Irb i—Seam
(2) Each STda
'' ry
Each aide
V-e
J.1I Connectlnq Panels). Tdc3, 7YP
Comer Post
(
Expmtder, or Cotner Col#s
FRoe!
f k.
P x 1/2 7W Sgnws.
1 1
a t/2' Lg• , E
ILL-2
g.. lower tags
R kuslne Room
((2) htto I —Bear
Connecting Panels). TSB,
L------��
(4) — #10 x 2' Waod Sctvrae
�.
1 : t i `
Poet; 4x4, 4xG. ax6
or (2) 2x4's
, a a ' `
Posy 3x3 x 1/8• Extruded Al mriuum,
or Caner Post w/ 1 x3 Tube
Detail 11
7—
Detail rilN
�a r
Detail 12
5 r.
AZ
Detail 12
�
•
—
—
View A D�"�
�
Yl
ew A —
Ridge Beam, Extruded Auum%um or
t3sortn LocatioN Extruded Alominum
Wdge Beans Locatlon.
Wood (Not Shown)
or Wood (Not
Extruded Aluminum or Wood
(Not Shown)
Joist Hong Wood Screws.
llotK Am � � � q �
Bearn
Aluminum or Wood n. Extruded
avm)
(s}-- 1/4' x 1 1/Y Lg. Lags
Completlan Of cors"dlon
O
2x3 Expander, cr (4)— #e x 1• TEK Sere
Cornet Cohurat 3 1/2' Lg. (2) Each Side
2x3 ands , or
Under*ide of Roof
(s)— #3 x 1/2. (Height Varies)
W— s x t' TEK Screws 4x4 Wood Post, Connect
2) Each Side Securely To Bandboard (4) — #1a x 2' Wood
Comer Column, S' Lg.
2)— 2x4's. Length as Required
TEK Screws Panel
(4) Each Side
O O
nneet Securely To Collar To
(4}— #lax 2' Wood Screws 1/4' B x 5' Lg. Lag 3 St
O Each Stud, uSn. 3 Studs Coltare f2) 2xs Wood,
Post:
onatr. Grad•
(1) Wood 4x4, 4x6, M, or
(2) -2x4 (For Woad Ridge Beam)
4}—is x 1' Tt"iC Screws,
2x4. Between ExtsL
(Typ.) 1{
UzL Wood 2x Bandbaatd Stud to Post t e i
1 e 1 1 e l
I.1 I •1
x 1• 2) 3x3 i5e4tuded Aluminum
O O (2) Each Side
O Exist. Structure i e 1
.1 i e 1
TEK Screws (for Extruded Ahum. Ridge Beam)
O kxisting Hours
T. M. de B Each Side 3) Comer Post w 110 Tube
r
(for Extruded Alum Ridge Beam)
4Exbting Wood 2x Bandboard O Existing Structure
Attach_ (1) 2xe To House w/ Lags As Shown
Md Nall 2nd 2xd To
1st
Detail t2
Detail is
Detail 13
Detail 13
View B -
-
GENERAL STRUCTURAL DETAILS FOR PEI "ALL —VIEW"
THREE SEASON ROOMS
Ridge Seem Location. Extruded Aluminum
or wood OW Shown)
NOTE: Details on this sheet are also in section 500 of the "Ali—VIeW Rooms Engineering Manual"
2x3 Expander, or
Comer Column. 3 1/2' Lg.
(4)— #s.x t' TEK screws, x4 Wood Poet
PEX-CLLORRESINC.
720 EAST HIGHLAND ROAD
(2) Each Side Connect to Exlstln� Structure
P.O. BOX 186
• 1,IACEDONIA, OH10 44056
w/ Amhara O is O.C.®
(210463-0700
rAX (2u)467-4297
(4}- 110 x 2' Wood Sanwa i/4' x 3' Lg. Log Screws Into Wood
i/4' x 3 Lq. Log Serewa w/ Lag
Shisids Ito Concrete Black or Brick
NOTE•
SCALE: NONE DRAWN:
RWK DATE: 5/3/99
Notch Post To Fit inside Expander
The plans, elevations, sections and details contained
"Product
herein are SµOFI REVISIONS
(4}— #8 x 1• TEx Screws, 2x3 Exp ear, a
�J
in accordance with information contained in
Manual 'All
Engineering
g• 9 `YG,
(2) Each Side Corner caiumn. 1/Y La.
on —View' Three Season Rooms" as published
by Patio APPROVED BY*
Enclosures, Inc., Macedonia, Ohio. Limitations for product usage
or
RlNA3KARLA
are contained in said "Product Engineering Manual". See individual rVIL
(4) 1/4' 0 x 1 1/4' 4 Drtva—Pln
Anchom Into concrete
job submittal for specific projections, unit widths and
wall heights. 0676
(4) — 1 f 4' 0 x 3' 4 Log Screws
S1GNA RE
_
P.E. REG. N0. DATE
Into Wood
e
F
Detail 1 3
Z-
ALL —VIEW ROOMS
/ _�
—lJl% PEl ENGINEERING — SECTION 17
SHEET: 4
1/4' x V Lag Screws Thru Roof
Anchors: "W—Channel Panel Into Panel Cap (3) — �8 x 1' TEK Screws 0 'H' Halght ,
Flashing As Needed (2)— 1/4" 0 x 1 1/2' Lg. Nylon Anchors Into C.B. or Sr. Roof Panel y r' 17 , ,E
Ride Beam .goat
,Structural 511laane Seaton (3)— �H x 1" TEK Screws Into Wood Panel Ca g i t * a�I
8 x 1 2' TEK Screws�� rT
�18' O.C. Anchors At "H" Height �-..
#B x 1/2 TEK Screws, Each Side 7 k Y
Structural Silicone Seale
\ ��Thnr Wail Expander Into OW—Chanrtal n� 1 q`
Roof Panel ° sr
Hatch to Flt �` M/F Side Ran �
•• Staggered Anchors O 19" O.C. Walt Expander Inside Corner Post �tiiui � l f12
'H'—Channel
�3 x 1/2' TEK Screws, Thru Comer
Post Into Pane] Cap Flange,
;� iyp. Each Sid �.�
•�
$B x 1/2' TEK Serest, Each Side
Expander(Madifted) Ing Structure Thru Corner Post Into 'H"—Chanel JUAT
Fl pr;;A,3• ING V', `T
Remove Siding if Necessary \ etch Cut Comer Poet At Roof Pitch Angle aElUILDING D'ESS OF THIS ��` 'I
use 1 e d x 3• 4 Lag Screws into Studs. A�xhors At 16' 0.C.Use 1/4 x 1 1/2 Lg. Lag a: Lag Shields ]rtto. jn{�� x 1 1 Lg. on Mchare Info C.H. Br. Comer Poet r i' € e +� YConcrete Block or Brick �/ N ' IF
T?'."'R of Dar`•. � t
#S x 1 TEK Screws Into Wood
Detail 14 Detail 15 Detail 6s Detail 17
7—
EXTERIOR
Glass Width Member, Transom Unit #8 x 1/2" TEK Screws
Tara Each Side
moo
G'aes Width Member, Transom Unit (2) Expander
Structural Silicone Sealan 10 x 2' TEK Screws O 18" O.C. Floor Expender
Structural Silicone Seal 6 x 1' T17C Screws O 18' C.C. Sealant Between Memb tx3 Tuba IS x 1/2' TEK Scants O Top Bottom
(2) Each Side
Semen Width Member, Taapp Mosier Frame Member, Screen Width Member, Too Master Frame Member,
Berson Unit SI[ding Door Unit Frame Sareen Unit 511ding Door Unit Frame lazing Tape
(Not Shown) Cuss Top Rap Member, (Not Shown) leas Top Raii Member,
Railing Door Unit Rolling Door Unit 1/2' x 1" x 1/16" 1/W.DS. Glass, or As Code Requires
Glass Width Member, Chas Width Member. Continuous Aluminum Angie, (2� #8 x 1" TEK Scram T r
Silo Rails Far stow Kneewa.i
Fond Glans Unit Fixed Giaas Unit Each Side fe x 1/2' TEK Screws Ta:H, Each Side ®Each Side 1Mndow Betow
(Nat Shown) (Not Shown) Structural Silicone Sealant
Glazing Cap
INTERIOR
Transom Without 1 x3 Tube Transom With 1 x3 Tube Glass Kneewall Ganging, G—Caps Glass Kneewall Ganging, Expanders
GENERAL*STRUCTURAL DETAILS FOR PEI "ALL —VIEW"• THREE* SEASON ROOMS
Seai Between Membf
NOTE: Details an this sheaf are also in seaflon 500 of the "All —View Rooms Engineering Manual'
r Ralling Door Unit Above
8 x"t[2. 7t3( $er�vs Expander 720 EAST HIGHLAND ROAD
51de #B x 1/2" TEK Screws �!tr� /�� p;:c 'f P.O. BOX 186 • MACEDONIA. OHIO 44056
Ponal Cataggered O ie O.C. GIi1�LVa��i1`aZ'lli tg (216)468-0700 FAX (21tt)467-4297
(2)— %8 x 1' TEK Screwsructural S]fieane Sealant
O12'D.C,tx3 Tuba NOTE' SCALE: NONE DRAWN: MAD DATE: 11/12/93
Seal Between MembersTop Master FrameTempered doss The plans, elevations, Sections and details contained herein are-MOFlKq f.. REVISIONS
in accordance with information contained in Product Engineering
Raring Door Unit Framing Manual on 'Ali —View' Three Season Rooms" as published by Patio KARLA. APPROVED Y:
Enclosures, Inc., Macedonia, Ohio. Limitations for product usage 8' RINAS co
are contained in said Product Engineering Manual . See individual CIwL
Glass Kneewall (or Sliding Unit) job submittal for specific projections, unit widths and wall heights. 40676
SIGNATURE P.E. REG. NO. DATE
Below Sliding Unit S;o
' ALL —VIEW ROOMS
em PEI ENGINEERING — SECTION 17 SHEET: 5
CEzT
THF,
4A_
#8 x 1/2' M Scree �'; r' �•• r
0 1T O.C. Each Side •.••, ,
Expander 0
Structural Silicon Sealant
For Roiling Door Unit Above
"N.
Strucbuni silicone Sealant
B x 1/2" M Screws
ea 1 R' O.C. Each Side
StagBred Anchors 0 18" O.C.
Llee 10 x 3/4' Wood Screws
Use . Ar 0 x 1 1g L0.
Drive—f'tn Anchors Concre e
• • MAM "•a E IM =25
Existing Roof
Gap Flashing'
Aluminum Fleshing Under Shingles,
As Necessary
Structural Sifcone Sealant
Tab/Hanger Assembly
! Into Each I—beam IN
I
Panel
'1 4' Lag Screws, Through
ascia Into E,#" Joints
`Existlnq Rafter
(Elie & Spacings
Ybriee)
I Wall 11
2 x Fascia Board,
Depth Varies
Eave Fascia Mount
Existing Roof
Aluminum Flashing Under Shingles
1/4' Lag Screws Into Existing Joists
Structural slllcone Sealant
Tab/Flanger Aeeernbly,
i8 x 1/1' TEK Screws,
2 Into Each 1—Beam
Conneettng Panels
Structural Silicone Sea
Ar_�
Roof Panel
ow
Size do Spccing�Yadee ho t
.� So
1
\I ti1x3 TLbe (t,ised As Neeeeaary)
� ral S1Bcone Sealant
,'•,t' i/2' x 1' x 1/g' Continuous Angb•
Eave Reverse Mount
(4)— CC frAh CCommeer AAttrTo
P t/x' ar }-B•om t:lypiaa
(4 }B_x 1/2' TEK Screws
Eaah Cam+r M Tap
2 Rea'd. Per lod OW 7t1a — Blook
() Slrap
e x 1 /2' T1C1C Screw. etHng Btaek J Die. Banker Rod
/18' Die. No Sealant
725
• . <' Die. Backer Rod
, ••• , SrtHng Block
,''�
'YDlIi3 DRAb��ilVCz iaL'
.
;T EE KEPT r
•
'%Fogim,Panei• ealant
AT THE Bl1li. D'
;;halo THE I'
•
ING
PZOGRESS OF THIS �'�,
V4.
1 � i1rA"'A`
`,�j�'•:
T
�84. FdF.1 s� -*: ,:s" `� 6� x .$ 3C 's
low
der Assembly.`
d �wu :■ I4 �`ryi �d �`fft C,� F��f.L•
38'
(2)—
Sfeel gyp+ x 1 1/f x it Long.. Req'd. Per Skylight Each
O Farth
#8 x 1/2' Sam" At Eaah Corn
(lyploal Header Assembly Sarni Pattern)
Edgeest From 9Suupport T38 er Side Ot I —Beam Acceptable)
Glass Roof Panel Cross —Section
Glass Roof Panel Cross -Section
® I —Beam
® Header
Assembly
#3 x 1/'1' TEK Sinews
Each Comer At Top
Dow 793
rr M xWou 3/g' DIa. Booker Red
Sitting Moak
3eciont
0 roam -Panel
x 1/2' TEK
Glass Roof Panel Cross —Section
@ Hanger
NOTE:
The plans, elevations, sections and details contained herein are
in accordance with information contained In "Product Engineering
Manual on 'All —View' Three Season Rooms as published by Patio
Enclosures, Inc., Macedonia, Ohio. Umitations for product usage
are contained in said "Product Engineering Manua{". See individual
job submittal for specific projections, unit widths and wall heights.
GENERAL STRUCTURAL DEMILS FOR PEI"ALL—YtEW THREE SEASON ROOMS
NOTE: Detalis on this sheet are also in aectlon 500 of the 'All—Y w Rooms Engineering Manual
720 FAST HIGHLAND ROAD
I�
LYV. ® P.O. Box 188e MACEDONIA, OHO 44058
(218) 488-0700 FAX (216) 487-4297
�t11 OF R�2'
KARLA.
RINAS
-,z DD
SCALE: NONE
IAY!i &`A
DRAWN: JAR. i DATE: Cs/18/9e
P.E. REG. NO. DATE
ALL —VIEW ROOMS
PEI ENGINEERING — SECTION 17 SHEET: 6