BP-28187RESIDENTIAL
2061
SECTION 8 - INSPECTOR'S REVIEW/COMMENTS
1. Date plan reviewed:
2. 30 days to review period expires:
3. OK to issue date:
4. OK to issue subject to requested submittals(see project review worksheet): Date:
5. DENIED (see project review worksheet): Date:
6. HOLD reason: Date:
7. HOLD subject to Zoning Board of Appeals action: Date:
8. Comments:
9. Inspector's Signature:
Date:
SECTION 9 - #PAICANT NOTIFICATION
Applicant informed of a ve te: r Tim;: : .3,% -5'1 ,m- Clerk:
Comments:
i
SECTION 10- OFFICEVNSPECTOR'S NOTES
Total Permit Fee: $
Less Application Fee: $ 25.00
Remaining Balance: ad
TOTAL FEE: / „ �� Gross Area - New Construction total sq. ft.
Gross Area - Alteration total sq. ft.
Permit Is ed To ��oo
SECTION 11- ADDITIONAL COMMENTS/SKETCHES
RESIDENTIAL 2.
❑ FOUNDATION ONLY
$25.00 APPLICATION FEE IS NON-REFUN13ABLE & NON-TRAIINSFERABXE
i�
L TH',• DARTMOUTH BUILDING DEPARTMENT DATE RECEIVED
400 Slocum Road, P.O. Box 79399
°1-_ =4yy" Dartmouth, MA 02747
... ....... -.508-910-1820 FAX 508-910-1838
APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLIING
THIS SECTION FOR OFFICIAL USE ONLY
RECEIVED BY: BUILDING PERMIT
DATE SENT FOR REVIEW: t NUMBER:,.
DATE ISSUED:
OK TO ISSUE - SIGNATURE: DATE
ildi g C missioner/Inspect o uildings,
Zoning District: ;t2oP�o ed Use: Zone: SVIC,
❑ A ❑ V Outside Flood Zo Aquifer 2sone
;'j—
THE FOLLOWING A LIES SHOULD BE NOTIFIED:
❑ Board of Board of []Con. Com. ❑ Demo ❑ DPW ❑ E ec. eport
Appeals Health Affidavit Card Sent: Cut Off Follow-utp*
❑ Fire ❑ Gas ❑ Planning Board* ❑ Sewer Card ❑ Water Card ❑ Zoning EI Other
Chief Cut Off / Cut Off / Cut Off Review*
n
/ * REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERMIT.
DEPARTMENTAL APPROVAL
Zoning Review: 0 Signature:kz Date: (1
Energy Report:
Fire Chief:—*,�Z,
Board of Health:
Signature
Signature
Signature;
Conservation%CjommSignature: C /� 'J Date:
Other: /6 4iss'o Signature: Date:
Description of work being performed: If/M l,I cilh S i //1 tye)M
SECTION 1 - SITE INFORMATION
NUMBER OF PLANS SUBMITTED:
1.1 Property Address: Cl90
Nearest Cross Street:
Subdivision Name:
Total Land Area Sq. Ft.:
1.4 Water Supply (MGL c 40 § 54):
VAunicipal❑ Private Well
SITE PLAN SUBMITTED: es ❑ no
1.2 Assessors Plat & Lot Number:
Plat Lot-
1.3 Historical District ❑ yes ❑ no
Has application been submitted to the Historic Commission?
❑ yes ❑ no Date:
1.5 Sewage Disposal
I'
icipal ZOne Disposal System
C:\bldg.forms\Bldgapp.res.wpd Page 4 Rev. January 19, 2001
C:\b1dg.forrns\B1dgapp.res.wpd
Page I
Rev. hanuary 19, 2001
RTi QTTIFNTTAT,
2001
RESIDENTIAL
2001
a
ION 2 - PR PERT Y - WNER HIP AUTHORIZED AGENT
2.1 Owner of Record:
�t!q4k/
p, Q
&0811AA
Contact Address Phone Number
Name (print)
2.2 Authorized Agent: I=
��
ao s�>s e�
Name (print)
Contact Address Pho4 Number
....rs.xt ,_. SECTION 3 -CONSTRUCTION SERVICES
3.1 Licensed Construction Supervisor:
Not Applicable ❑
Licensed Construction Supervisor Amen—M
License Number 07(b a
Address . `j �Q �� (i%� .
Expiration Date
1111,3103
Signature Telephon "
3.2 Registe Home Improvement Contractor:
Not Applicable ❑
Are you a Home Improvement Contractor subject to (780 CMR-6)? es ❑ no
If no, go to the next section!
Are you claiming exemption from the requirement? ❑ yes ❑ no
If yes, submit the
required affidavit!
Company Name1�iz�, /l.✓ .
Registrratiion`,tJNNumbe`r (if none, state "none")
Address
/ /
Signature Telephon f6?
Expiration Date r�
3.3 For �didentftUemodel 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 dwelline, 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
NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construlction
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* ddition ❑ alteration ❑ repairs ❑ chimney/ ❑ N,voodstove
(energy report required) (energy report required) fireplace
❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ ciemolition
(shed/garage) no. of windows doors (specify below): (spe-cify below):
* If new construction, please complete the following:
Single Family: no. of bedrooms no. of baths
Two Family: no. of bedrooms unit I 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:
SECTION - 6 ESTIMATED CONSTRUCTION COSTS
Item
Estimated Cost ($) to be completed by permit applicant
1. Building
2. Electrical
3. Plumbing
4. Mechanical HVAC
5. Total = (1 + 2 + 3 + 4)
* Estimated Total $ ! 7
SECTION 7A - OWNER AUTHORIZATION
(to be completed when owner's agent or contractor applies for building permit)
(please print)
I, , as Owner of the subject property hereby authorize
to act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
SECTION B- OWNERIAUTHORIZED AGENT DECLARATION
�Lo ut eS . , as Owner/Authorized Agent hereby declare that the statements and information
on the foregoing application are true and accurate, to the best of my knowledge and belief.
Signe u Olethe pai and penalties of perjury.
SO$= of ner/Authorized Agent Date
C:\bldg.forms`Bldgapp.res.wpd Page 2 Rev. January 19, 2001
C:\bldg.fonns\Bldgapp.res.wpd
Page 3
Rev.% January 19, 2001
Note: Where ,j shown,
i �L77
7_ Required w/ Transom
qz�T1 7—
Single Slope Roof Enclosure Plan View
Note: �Whhere (D shown,
f11D Rwnulrwrl w/ Trnnsem
Wall Elevafion
Secfion
TO" Of Qwt" t d WNO-TUW rai4.�." - ,'I UM DIRM"Ne MUST K KWT
D RTMO UTH FIP&,
llj REC"D KM W"M Is REQUMED & k:r+c Air TH8 WIiDIN IG DURING THE
A Con Of Tkb Endtmd IM CONCRETE 18 POUREt2 P RK
OF T>4$ WO.
DISTRICT NO. 2 � MM W UO Be Kept On tite Htu..olNO DE NT VOLDM LNEMIRTMEW
DWof M
10 1 D E Note: Where shown. 10
OPP. aRequired w/ Transom OPP.
2 PetleVabors thru rated walls and floors snail bf, _
sealed with a material capable of preventing tht-. 2
P' 2 ( page of flames and hot gasses when subj"ec OPP.
to t o requirements of the Test SWW" $Pwk �
0 P. I D for � rt, ASTM-E-S .
4 D OPP.
�d
r IQ,
OIN
1 E 2 2 #tO-P.
Gable Roof Enclosure Plan View
Note: Where 9_= shown,
"C" wall Elevation n
'Spr lmn In
Note: Where shown,
�4 �& Required w/ Transom
"B" Wall Elevation `9)
Note: Where 9� unown,
@ Required w/ Transom
"A" J1, "C" Wall Elevafion
GENERAL STRUCTURAL DETAILS AILS FOR PEI "ALL -VIEW" THREE SEASON RI_ MOMS
NOTE: Details on this sheet am also in section 500 of the 'All —View Rooms Engineer-ing Manual"
00
720 EAST HIGHLAND RUAD
ENCLOSURES %. L P.O. BOX 186 a MACEDONIA. OHIO 44u:56
® (21e)468-0700 FAX (2:8)467— 7
SCALE: NONE I DRAWN: RWK DATE: 04/30/99
REVISIONS
APPROVED BY:
SIGNATURE P.E. REG. NO. DATE
ALL —VIEW ROOMS
12 13
12
Vlaw A
Vlew iB 8
- 14
Typ cal
Varies
(i Ridge Beam
{ Concrete or Wood Floor
`, •Footing Per Local Code
Section c
DARTMOUTH FiR
DISTRICT NO.2,,
Section D
"714
ow - q
APPt„1 TW . — za .t an teat on ULT
Expander O Floor 1 1 Staggered Orr1B' C CC.
Min
�e&t
T M. Screws O
_ Expander O Floor i
#8 x 1 /Y TEK Screws O Bo; 1 1 /2 1li1 1 Mh
f B : 1 /2' TD( Sersws O T&B
Comer PMV
#8 x 1 /2' TEK Screws O Top, (2) Anchors (ljrptcal)
1/3 Up & 1/3 Down Bottom: Bath Sider
Detail 1
Anchors O Corner Port:
Use 1/4' 0 x 3' Lg, Lag Screws w/ washers Into We
Use 1/4' 0 x 1 1/4' Lg. Drive -Pin Anchors
Into concrete
Use fic x 3 4 hu Head Into Wood
Lim 1/4' 0 x 1 1/4' I.G. [rive -Pin Anchors
FIM §!9EEI g REWIR>EtglT
Pant Vattorn thru Wed wags and floors sW be
seated with a matey€ d capable of prevents % the
pawAW of flames wW hot gz ssec when subiwoec,
for Re 9" ASTM- -ors - : R 4U o % o 'ng w.l
#H x 1/2' TEK Semis O Top
and Bottom Each SSde
Expander O Fioor ww-TUVE DEPTH
i�i18PECi10M iS RED even:
THE CCNNCRET•: I POURED.
1 1 21 ' Wn 1 1 1 • 1[In. i� MENT
-�--i-• �- �bw�n of
`Ganging Between Units
#8 x 1' TEK SamO Top,
1/3 Up & 1/3 Down, and Bottom %U A WAAWAII BE NWT
Detail 2 AT THE* suual4 oaM Q T4E
p� 9E tF THIS WC)
Anchors At Ganalml
Usa 1/4' 0 x 3' 1g lag Screws Into (Mood
Lim 1/4' 0 x 1 1 4' Lg. Drive -Pin Anchors Into Cancr
Post - 4x4, 4x6, exe, o' (Z) 2x4'x 1x3 T71—
L4�;71A(4) #e x 1/Z' TEK Screws,
2 Required O Nort-Bear1 Wall (4) #8 x 1/2' TEK Screws, (2) Each Side
Aetchors - 4 Raqulrsd O Bearing Wall Notched As Required To Fit in Expander 3x3 E*xtnnded Aluminum (2) Each 51da
(4) 18 x 1' TEK Saws, Expander O Fl 2) #B x 1' TEK Sernws,
1x3 Tube Expander O Floor 2 Each Side Expander O Fl) #B x 1' TEK Screws, T, 1t, O H Each 51da
() T. K k 8 Etch side (2}- 1' x 4' x 1/e' x 1 3/4' LA Anchors, 4 Required Tizaai,
#8 x i/2' TEK Stews O (2)- 1' x 4' x 1/H' x 1 3/4' Lg.l1 Anchors• 4 Required Total, l (� 5� x 4' x i/H` x 1 3/4' 4 Required Total. (1) Eaeif Side (1) Each Slde
O Floor, jTop d Hottnrn Each 5lde �Each 5kie (2) Each Side I (i) Each 51de `
(2) Each Side
1171 -1 1 t�2' Min
(2)- 18 x 1 /2' TEK Screws-/ 1L Ganging Between' Units
O Top, Mlddie, & Bottum Each Side
Detail s
Anchors At Ganging
Use 1/4* 0 x 3' lag Screws Into
se wood
U1/4' 0 x 1 1%4' Lg. DrNa-Pin Anchors Irk Corrcr,ta
Flashing
Strl chmi smcons Sealont
Anchors O 1 e'
Tab/Hanger Assembly \
is x 1/2' TEK screw%
(2) into I -seam Connecting Ponsiq
Bath side.
S-- ,tarsi Siucone Seats
Exiatln Struch"
ParMl
Siding
Detail 5 ifNveee
Anchors lJae 1/4' >$ x 3' Lq, Log Screws Into studs
lies Ire a x i l/Y Lg, Lags w/ Lag Shields
trio Conerets ®odi or Brteie
(2)-T#14x&1 BEa Mae O 1 1(4)- #8 x 1' TEK Screws,
(2) Each Side
Detail ,c
Anchors At Ganging
Use 1/4' 0 x 3' Lag Screw into wood
Use 1/4' 0 x 1 1/4' Lg. DrNe-Pin Anchors Into Concrete
Nowt_= Ganging An Required J 1(4)- 413 x 1/2' TEK Screws,
Te untall 18 TEK Screws And Cup (2) Each Side
Detail rA
Anchors At Ganging
Use 1/4* p x 3' Lq..LM Screws Into wood
Use 1/4' 0 x 1 1/4 4 Drive-i°tn Anchors Into Concrete
NOTE:
The plans, elevations, sections and details contained herein are
in accordance with information contained in 'Product Engineering
Manual an 'Ali -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 well heights.
Notch Ganging As RequlredJ (4)- 1
8 x 1/2' TEK Screws,
To install #8 TEK Screws And Clip (2) Each Side
Comer Post, Notched To Fit Expander/
Detail 4
Anchors At Gang"
Use 1/4' 0 x 3' Lp Lag Screws Into wood
Use 1/4' 0 x 1 1/4' Lg. Drvee-Ptn Anchors Into Concrete
GENERAL STRUCTURAL DETAILS FOR PEI 'ALL -VIEW" THREE SEASON ROOMS
NOTE: Details on this sheet are also in section 500 of the "Ali —View Roams Engineering Manwzil"
720 EAST HIGHLAND ROAD
EMO!,,I P.O. BOX 186 • MACEDONIA, OHIO 05E
® 44(21 s) 468-0700 M (21 e) 467-4297
SCALE: NONE
DRAWN: RWK
/ I PEI ENGINEERING — SECTION 17
DATE: 5/3/913
�o�746� /I
P.E. REG. NO. [AT--
ALL=VIEW Ri=WS
SHEET: 2
#8 x 1/2' TEK Serowe
(2 Into I -Beam Connecting Penal, 7&9)
Structural Silicone Sealant
Roof Panel
Fascia
Vova D:AVM MAT 0 �
AT THE SUILDINO DWilNG; THE
ppA)GM88 of TM WO Mc.
..
#a x 1/2* TEK Serum 7hru
One Side Of Each I -Beam
Into Header
IS x (2) 01Each Beam, (1) O
Each End Of Header
Structural Silicone Sealant
V % \ #a x 1/2' TEK Scrum. (2)
Stcuetural Smcone Sealant./ O Each i-Bsom. And (1) O
Each End of Header
Railing Door Unit Framing Header Assembly
#B x 1/2' TEX Serum In
And Out At Unit Ganging
And At Each End.
if gas x 1" Tr7t Screws O ur 0-.
Detail 6
3' Nominal ThIcknasa wing Panai :. r
f8 x 1/2' TEK Serum 0
fa x 1' TEK Serowe O IV C.C. Ganging And Each End;
Both Siam
Rolling Door Unit Framing
Detail g
7-
Ridge Beam
Sinn and # lumbers as Required
Aluminum Flashing As Required
Structural SnIcone Sealant
1/4' x 3' Lag Screws
e I a' or.
Tab O Hanger Assembly
Staggered O Opposite Sides
Typ. Bath Sides
#e x 1/2' MX Screws,
Structtad
kdo F-Baam emws edN
Siilcons Soclont
Panels: T&A Typ.
Roof panel
Aluminum FlaahhV
As Required
Detail @
Tom O>t owtv,oalh
Roof Panal
#a x 1' TEK Scram *At Enda,
ad Unit Gongings
Panel Cap./
wing
SONO.TUft SQ1 AND DEPTH
THE cOW;ffrE M POURED.
Detail i1
Tom Of DMIUMN
WOO "
A CePY 01 Tift Eel
,mod, aiwel as Kset Oft SM
Roof Panel
APPUC "'
COPY
#e x 1 /Y TEX Screws
Staggered 0 15' 0—
Mlcana Seeict is x 1/2' MC Screws O ` Structural mcane Seeiant
Ganging Md Each End; panel Cap
Both Sl �ng Cap
#a x 1 /2' TEK Screws 0 11Y o= Gkzdng Tape
x 1' x 1/1 r Cantina 1
Aluminum Angia Code
Regrdraa
Detail r7
1/8' Ds. Ghee, or
1/2" x 1' x 1/16' Continuous
an Code Requires
Aluminum Angle
dcz!ns Tape
#8 x 1/2' M Screws 0 18" O.C.
Glaz>ng Cap
#8 x 1/2' TEK Screws O
Ganging And Each End:
19'
Both Sidon
18 x 1' TEK Screws
0 =� O..^.
Railing Dow Unit Framing
Detail @
Remove Skiing As PI
#E x 1/2' TEK Screws a
Tcp, Ylddle, and BatSom,
Both Sides
Sde Rall 01 Rolling Door Unit
Detail 1a
= q rStructure
O 18' O.C.
Anchom
Use #a x 1' M Screw Into Sheathing
Use 1/4' 6 x 1 1/2" Lg. Nylon Anchors. 'Top -le,
or EquNmIant Into Concrata Block or BrtcL
p�,.��,�FIRE STQPPIN RWUff l 1T
Penettatlotw thru wed waNs and floors " be
sewed with a material capable of preventing the
Page of flames and hot gasses when subjected
to the requirements of the Test Standard spelollic
Now Fim Stops ASTM-E-814.
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. Limitations for product usage
are contained in said `Product Engineering Manual". See individual
job submittal for specific projections, unit widths and wall heights.
DARPAOUTH FIRS
DISTRICT NO. 2 �
#11 x 1/2' TEK Screws, 2 0 Hangar,
2 0 Fascia Location, and
Structural Silicone Sealant 2 0 1/3 Pts. Between Hanger
m Header Location �
Each Side of kana(Max 4' O.C.)
O TOP (rolcol)
.024' 3105-HI " A. Alum., T&B
7/16' CS.B.. 7":�c8 (optional)
1.5 PCF EPS
Aluminum F-t3sam
3' Nomind Thickness
Roof Pansi (TyPleal)
Detail a
wood Ridge Beam
Sin and # Ifembers as Requlrm
Aluminum Flashing As itesqulred
Structural :S,Heann Sealant
Shim As Required
1 /4' x . ' Log Screws
O 16" (LC.
Floahin
Staggered 0 Opposite Sides
Tab a Hanger Assembly
#B x 1/2' TFK screws,
Zyp. Both Sldas
12) Into I --ream Connecth
Penh., T&EL Typ.
SIDm}"?
ne Sealant
Roaf del Aluminum Roaming
As Requirna
Detail 11
GENERAL STRUCTURAL DETAILS FOR PEI "ALL -VIEW" THREE SEASON R,_IOMS
NOTE: Details an this sheet are also in section 500 of the "All —View Rooms Engineering Manual"
720 EAST HIGHLAND ROAD
EICLOVRS lNC. P.O. BOX 186 a MACEDONiA, OHIO 4dt::56
® (21s)458-0700 FAX (210467-4297
/ / L- •T yr -
SCALE: NONE
REVISIONS
APPROVED BY*
DRAWN: RWK
PEI ENGINEERING — SECTION 17
DATE: 5/ 1 /99
6folT� //l -do
P.E. REG. NO. DATE
AL —VIEW ROOMS
SHEET: 3
TOWII OF DARTMWiH
rilE COFi ��o PLAN
� c.py Of rW eMna.a
p1s„ Mage► pe u.vt oa Site
tHng.r
Tav B
Roo.+
W- f8 x 1/2'
TEK Screws
(4) Each Side
(2)— fax 1" _�
TEK Screws
T. K, & B Each 51de
Aluminum Ridge Beam
Structural SAicon4 Sealant
f8 x 1/Y 7Eic Serves,
((2) into t-Beam
connecting Panels). T&S, Tye.
Detail 11
�-
Ridge Boom location.
Extruded AdumW= or :food
(Not Shown)
./
Detail 12
View 8lz::�y
(4}- fs x 1' MX screws,
(2) Each Side
(4)- f 10 x 2• Wood Semem
(4)- f8 x 1' TEK sown.
(2) Each side
uierside of Rod
(height Varies)
m•l Cap
(1) Wood 4x4. 4x6, 8x6, or
(2)-2x4 (For Wood Ridge Bel
2) 3x3 Extruded Aiuminunt
(for Exbudsd Au- RW94 B«
3) Corner Past w/ tx3 Tubs
(for eexuded Atom. Ridge 00
Ridge Beam LocaUM. 5druded Ahuntr—
or Wood 04ot Shown)
or z
Carver C it".. 3 1/2' 4
' x4 Wood Post
Connect to ExistIn Structure
w/ Anchors • 1P O.C.
1/4• x 3' Loy. Lag Screws Into Wood
1/4' 0 x 3" Lg. lag Sm" w/ Lost
shl Ads Into Conavte Block or Mck
Notch Post To Rt Inside Expander
Comer�ltdU%; cS 1/2- 4
a;. 1/4- 0 x 1 1/4• Lg. Ddva-Pbt
are Into concrete
(4) - 1/4' ¢ x 3' 4 Log Screws
Into Wood
Detail 13
sONO-TWiE St2Z Atvu ::�F :ti
INSPECT
i8 REQUIRED 6Ei E 1AE)M DRAM1iI1d9 #AW K NEFT
THE COWAETE 16 POUREM AT T149 BU'ft.t?" DUit3N8 THE
PROWM OF TM WIORK.
TOM of euKDM DEAARTMLWT
Tom of
,-Extruded Ridge Beam Assembly T_
Hanger A"OmbtY
(iyp Both S1
StrtmeturoI
Silicon• Seale
4 /
.t• ' S + 1!
tRoof panelI j
�
1 I
Comer- Poetj t
!
Detail 11
StructtUai 516cone Sealant
1
f>! x 1/2' TEK screws,
((2) Into t-Beam
Connecting Pansir), T&B,
jef Ridge Beam
i If Nece:�'�•
I /
Poe,. 4x4,
or
FIRE STOPPING B+EQUiREiri NT
Perwbagons thru rated waits and f oors "It be-
i
seated with a material capable oam-rN0*2
NTH F 1
passage of fl8:na1t! hot gasses
to the requirementsof theTest S
Ridge Beam Locatlon. Wood,(Not Shown)
O
Detail 12
View A '-
Ridge Beam, Ext vdod Aluminum or
Wood (Not Shown)
e� [wood Screws, Nal,K AAi A**Arvdeand House
� 4 Aber
Joist hang 1 ! (e)- 1/4• x 1 1/2" Lys• Logs I compisdon or connection
(4)-2) xI" TDC
Each Side
(4)- f10 x 2' Wood
18 x 1' TEK Screws, I Exist Wood 2x Bandboard
(2) Each Side O Exist. Structure
Existing Wood 2x Bandboard O Existhis Structure
Detail 13
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. limitations for product usage
are contained in said "Product Engineering Manual". See individual
job submittal for specific projections, unit widths and wall heights.
(4) - fa x 1' TEK Screws.
(2) Each Side
Expo:td.r, or Corner Coltmm.
6 1/2- Lg.
(4) - f10 x 2- Wood Scrws
Beam i ocation, edrudw
_, or Wood (Not Shown)
2x3 Expander, or
Corny Column, 3 1 /2- Lg.
,, x4 Wood Post, Connect
Seaureiv To Bandboard
Beam location, Extruded Aluminum (Not Shown)
jof Ridge Beam
If Nece=7
(8) - f8 x 1' Tw -saws.
(4) Each 31de
8 1 �l.g., RoL,,.w L.V
om
loe` 3x3 x 1/3' Extriuned Aluminun%
or Cann Post w/ 1x:: Tube
Detail 12
View A
(2) Each Side
(4) - f 10 x 2- Wood Stew+-,
`1/4- a x 54 Leg. Lag Screws
�3 O Each Stud. tart. 3 Studs
Iddg. Benin Location, Extruded
Aluminum or Wood that shown)
.2x3 Expander, +t
Gaynor Column. r Lg_
�(2)- 2x4's, l:sngth as Required
Connect Socurreiy To Collar To
Color Tls. (2) ! m S Woods
'2t4. Between Exist
Stud t Post (Typ_) i t l e i 1•!
��j �•1 I•I
;,Studs O Extstbtg Hours
LAnd2nd
2x6 To House w/ Lags An Shown
2x8 To 1st
Detail 13 Detail 13
i --
GENERAL STRUCTURAL DETAILS FOR PEI "ALL —VIEW" THREE SEASON F OOMS
NOTE: Details on this sheet are also in section 500 of the "All —View Rooms Engineering Manual"
720 EAST HIGHLAND 'PUD
ENCCL SURE510ftlKC. P.O. cox t as • taACEDONIA. ) 4Z 4 4Z056
97
® (ztg465-0700 iAx (xis)467—••.297
SCALE: NONE I DRAWN: RWK DATE: 5/3/99
REVISIONS
APPROVED BY
SIGNRE P.E. REG. NO. DATE
A—L—VIEW ROOMS
-- --.-...---..._
ashing As Needed
Strset:.:ral Siileane Seaton
�8 Y2- TEK Screws
W1s' C.C.
Structi:.ral Silicone Secian
Roof Panel ti
Expander
Remove Siding K
GAR�w� TOl1TH F1Ri�
DISTRICT NO, 2.4
Anchors 4 Into C B or Br.
(2)— 1/4' i i a f �l�rr: • g� NY1on Mehore .,
(3)— i8 x Screwa Into Wood
Anchors At -H- Height
c
Staggered Anchors 0 le O.C. Wall Exaandar �
�uitna Structure
Uas 1 4' 0 x 3' 4 Lag Scrawl irta Sheds.
Use 1/4' 0 x 1 1/2' 4 Lag & Lag Shier into.
Concrete Block or Brack
Detail @
Glass Width Member, Transom Unit
if8 x 1' TEK Serowe 0 18' O.C.
S:.-•.:^ Jrai S111cone Seal
Sa^een Width Member,
Tao Master Frdms Member,
Screan Unit
Sliding Door Unit. Frame
(Na Shown)
Glass Top Ran Member,
i Rolling Door Unit
Glass W1dtt: Member,
Fixed G1ase Unft
(Not Shown)
Transom Without 1 x3 Tube
Seel Between Membere
1H'lleG Eacm Sao
Sc—
Panel G
SM For Rolling Door Unit Above
/10 Expander
—(2)— f8 x 1/2' IV Screws
Staggered 0 13' O.C.
(2;-- #8 x 1' TEK Seraws `Struchold mica a Sealant
0 12' O.C. 1x3 Tuba
Seat/ Between Matnbere
op Master Frame Special Tempered Ginn
P—cang Door Unit Framing —FT
Glass Kneewall (or Sliding Unit)
Below Sliding Unit
i8 x 1/2' TEK Screws, Each Slds
Thru Wall Expander into 'H'—Channai
'H'—Channel
Anchors At le O.C.
Anchorr:
1/4' n8 x 1 1/Z' LA. Nylon Anchors into C.B. or Sr.
f8 X 1' TEK Screws h ibm Wood
Detail 15
I Glass Width Member, Transom Unit
Scala ' 10 x Z' TEK Screws 0 16' 0.^..
tY3 Tube
Too Haste- Frame Member,
SGdInQ Door Unit Frappe
lass lop Roll Member,
Rolling Dos.- Unit
Structural Silicone
Sealant Between Memb
Screen Width Me
Screen Unit
(Nat Shown)
Glass; Width Member,
Fixed Gloss Unit
(Not Shown)
Transom With
1 x3 Tube
FILE COPY
1 OUS DJWW MiQ MU&T BE 1fNF'T
Ai THE 81flt.f�ING DURING THE
P St OF THIS WOFO .
Ile x 4- Lag Screws Thru Roof
"H'—Channel Poem Into Panel Cap
Roof Papal
Papal Ca
Notch to Fit '
Inside Corner Post
j8 x 1/2' TEK Screws, Thru Comer
Past Into Panel Cap Flanges
Typ. Each Sid
J8 x 1/2' TM( Screw, Each Sids,
The Garner Post into 'W—Channel
C , Carter Par: At Roof Pitch AnQI
Cam Port
Detail 16
#8 x 1/2'(2TEK Screws 0 Top & Bottom
) Each Side
lazing Tape
1 /a D.S. Glass, or As Coda Requires
1�' Y 1' x 1/18 /"�.
Continuous Slocum Angie, f 8 X 1/2' TEK Screws T&B. Each Side
Ear}, Side
Glazing Cap
Glass Kneewall Ganging, G—Caos
FIRE STOPPING R,EQU1K�iVW_P i
Penetrations thru rated walls and flocs'$ shalt b8
sealed with a im�aterlal cap" of preiventing the
passage of flames and hot gessee when sued
to the requires mils of the Test Standard s pee t�
NOTE -
The Flies ASTM-E-814.
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. Limitations for product usage
are contained in said "Product Engineering Manual". See individual
job submittal for specific projections, unit widths and wall heights.
THE CONCRETE IS POUFM .
�pM °EMWMENT
(3) — #8 x 1' TEK Screws 0 'H' Height
tRidge Seem Past
,.. 1/ia�R
, I &I. I
Detail 17
EXTEMOR
#8 x 1/2' TEK Screws 0
T&B Each Side
(2) EXxers Floor Expander
tf1' TEK Sc'. T Side Rails Far Glass 4:neawall
0 Each Side Window Beww
Structural Silicone Sealant
INTE WR
Glass Kneewall Ganging, Expanders
GENERAL STRUCTURAL DETAILS FOR PEI "ALL —VIEW"" THREE SEASON ROOMS
NOTE: Details an this sheet are also in seciion 500 of the "All —View Rooms Engineering lrri:lnual"
720 EAST HIGHLAND ROAD
JEMNMOSUM!S,I�Me P.D. BOX 186 • MACEDONiA, OHIO 44056
(z1s)46B-0700 FAX (219)457-4297
KARLA.
RiNAS
CIVIL
40676
SCALE: NONE DRAWN: MAD ' DATE: 11 '12/93
REVISIONS
APPROVED
ev_�1 aG P.E. REG. NO. -DATE
ALL —VIEW ROOMS
i iH
OR tide
PEI ENGINEERING — SECTION 17
SHEET: 5
E:dsting Root
1/2' TEK Serowe
ax
1t 0.c Each Side
_•; ;;r,
E3cpcnder � Floor
' +' :• � a
sutntr.Tal Sfltcone sealant
For Roiling Door Unit Above
'M
smcone sealant
8 x 1/f W Screws
e 1t3' o.c. Each side
stag Bred Anchors a It O.C.
use `110 x 3/4• W10d Screws
useArxhws l9 "
e . 0 M Am; F 2f2 e
Schad g Roof
Gap Flashing-
Aiuminum �ingg Uor ysr Shingles.
Structural S111oane sealant
Tab/Hanger Assembly
is x 1/.? TEK
2 Into Each t—learnX,
. %1
• ,i.l:.•ti :.
Root Panel
iFusdaInto Existing J4' Log Screws, �oiruh
�� swig j
I Wei 11
2 x Fascia Board,
Depth Varies
Eave Fascia Mount
Alumtnnm nesfdng Under Shingles
1/-' lag Screws Into Existing Jolts
Structural sicone Sealant
Tab/Fia W Amernby-,
#8 x 11Y TEK Screws,
2Into q�
Strtlawrai Sacone
Size �Sp�ac q�Vatfa �w�``��
Est edm'
Seakmt
.1 • , • 1�W1 P�
Ix3 Tube (Used As Nsessemy)
tWd S➢tcone Sachet
x 1' x 11W Conftumn Angle
DART OUTH RR"
Eave Reverse Mount
rn►e%i ICT NO, 2
(4} ftl x 1/2' TEK Sarewe (4 �8 x 1�/:T t TOP YCllJii Y�i�T �E MfiMT ��
On Each Corner At Tap 1/�' 3' 1-•Boom trypiaol) �Es�aobb 723
ow ;9a — Block /e Die. 3acksr Rod ., .At .Tit& DING DURING THE
WO
(2) ReaNL Per strap last /8' DI. Booker Rod APPCL � PROCURE Of THIS wows. A Ce" Uf Tht hdamil
#8 x 1/2' TM( Sam. na Bleak sealant seitino Block
/18' Dia. . ' edam DEPARTUMT Man mom � �� � ��'f:
3• foam Panel
of DWMetA+ �Dilu'i ��
X .Fcant P7nsl FIRE STQPPiNn. IRE T
Psnatffiflonis r nrw SBS�QtJT ififith ttirU rated t and f 100r$ ShM be 1l�pEC�i1p� SIi# AN4 DEPOTH
a material cape of preventing thr � OBE IS
i '``'' •.� ,,,� passage of flames and hot when subjede(
Awl ry to the ►e4uirements of the T st Standard specMc WMW3 aEPARTMEN -
J� j�' I.ony„ 4^}- � x 1/: sor.w. At Each earn � � ASTM•E•514, lbiMr of flr�r�t�f►
O Farlh«d Edge Fiam l�uQport� 39 (Ettha ds, Of 1—i�m Acceptable) (oal Header Aaaem6tr Screw Pattern)
Glass Roof Panel Cross —Section Glass Roof Panel Cross —Section
® I —Beam Cc� Header
Ge&'?ZA1 STRUCTURAL DET= FOR PEI 'All-VEr MiRM Wj%SCN RMUS
NOTE: Detctis on this shoot am also in section 5W of the 'All —View Rooms Engineering ldm ucF
Hcww Assembly
/r Seaiant ( #a x me T 3arstivs on
On Each Garner At
Top 720 EAST HIGHL+ND ROAD �
Dow 796
r ms �w.r 3/8' Dia. Booker Rod tiyur.u.7unW JnC. P48 -4 18l3e UiCID FAX 15) 487—
® (219) 488-07C0 F,U( (218) 4g7-4M7
Ssfftng Biook
5edarti
NOS SCAtF: NONE DRAWN: J.A.R. DATE: C8/18/91i
The plans, elevations, sections and details contained herein are �CF ITMONS
•room P1e� in accordance with information contained in Product Engineering
Manual on 'All —View' Three Season Rccms7 as published by Patio A?Aii('VED �Y:
Enclosures, inc., Macedonia, Ohio. Limitations for roduct usage KAMA. a
are contained in said "Product Engineering Manua. Se! individual FUNns -DD
(a)- Ja x 1/:' TEic same job submittal for specific projections, unit widths and wall heights, DNA RE PE. REG. No. DATE
Glass Roof Panel Cross —Section
AL:.—Ve:v Rcoµs
@ Hanger /�'"� — DO pI LyG;N>✓ ING — SECTION 17 SHEET. t3