04070119 CITY OF CUPERTINO ;'
BUILDING DIVISION PERMIT x-CONTRACTORINFOMATION
BUILDING ADDRESS: PERMIT NO.
AMERICAN BRANDS CONSTRUCTI N 04070119
OWNER'S NAME: PERMIT ISSUE DATE
IE: SANITARY OL NO.
ARCHITECT/ENGINEER: BUILDING PERMPTINFO
BLDG ELECT PLUMB MECH
t� C= 0 0
=oo LICENSED CONTRACTOR'S DECLA ATION
xmp Inereeyar Natlamli vmlerpm��fChapter9(commencing Job Description
! w with Senion]IX tDivn Sof BGsi inti Kof Isere Cock,and myliccnsc is
'oH mmnfomaa ren " PATIO ENCLOSURE (217 SQ. FT. )
F4 Liccnw Class Li a
iser_O Date _ -0 our
a• a'r �`
"�� ARC $ ECLARA b
I understand my plans x be used a public rtcnrds s,
-
pies +1 .(•-[.B '
g Licensed Pmressianal �'� dy
` OWNER-BUILD F�{ARAT10 �h]
q 1 herthy mitre Nn I am exempt frvm Newt, Ifs License Lawjf r the,
o o following mason.(Section 7031.5,Business and Pmreci mu n I,)y m Imply
L m 2 which myuit.a Permit m construct,alms improve,JemolLsh,m repo awl to l�
prior in itsissuance.also requires the applicant for such unnoilm G le aligned sd m ,_`.,
that he is fiernstd pursuant In the provisions at the Contmctur's Lican w law(en.'or, '�c_n1/ Sq? I. Floor Area Valu non
5N� (commencing with Section 7")of Division 3 or the Business and Pmfcssinn,CMe)m
i
that he u eumpt Nemfrom and the basis for the alleged exemption.Any violation of
Section 7031.5 by any applicant for a permit subjects dte applicmnoacivil pcnaltynf 3MN1I k*gr00 - Occupancy Type
not mom Nan from hundred dollars(5500).
❑I.as owner of do propony.or my employees with wage u tkis sol.compmaAon,
will do the work,and the swnure is not intended or offend for sok(Sar.7W.Businw
and Pmmasilm Code:The Contractors Lim=sew docs not apply to an Owner Or Required Inspections
propmny wqm builds or improvesch man,and who doer sudtende himseLfore ed for We his
awn employers,provided that such improv cold
wit art not intended or offered for We.r-
however,the building or improvement is sold within ore year or completion.the nose of
builder will have Nc burden of proving that he did not Wild or improve for purpose of
sale.).
1,a owner of the property,am exclusively contracting with licensed comnemrs to
cause;QMIMCI the does
(Sec.o in OwnBuser
of and property
who
Code:)Thews Rector's red
mow law dao not apply m ss owner of property who builds or ant toves thereon,and
who contracts for such pmjecm with acontracmKOlicenx0 pursuant m the Contractor's
Lkcnw Taw. l
❑l am exempt under See. ,8&PC for this mason
Owner Data
WORKER'S COMPENSATION DECLARATION / Ac
1 hereby e?rm under penalty of perjury one of the fallowing dedantians: a
have and will maintain a Certificate of Cement m self-insum for Worker's Compen- ala
tylion,a provided for by Section 37M or the labor Code.for On performance of the
work but which this permit is issued.
I have and will maintainWork.Ys Compamsdion launnm,a required by Section I/
3700 of the labor Cade,for the performance of the work for which this permit is issued.
My/Wq/luar"C,a-1m-peaaoon Inwrauce carrier and Policy nombeI am
Cart�cr:C\/V VC 4 Policy O 1i_
✓ CERTIFl ATE OF EXEMPP0N FROM WORKERS
COMPENSATION INSURANCE
(ibis section need not W complewd if the permit is fm ane hundrod dollars(5100)
or ksa)
I certify that in the performance of the work for which this permis is issued.l shall not
employ any person in any manner w as m become subject to the Workers'Compensation
Lawi of California.Dam _
Applicant
NOTICE TO APPLICANT:If,after making this Certificate,of Exemption,you should
bceomc subject to due Worker's Compensation provisions of the labor Code,you must
.J O l. now un comply wit such prnvisiaa or this permit sha11 be marredrtwked.
z� CONSTRUCTION LENDING AGENCY
'r. I hereby affirm that Nese is a construction lending agency for the performance of _
C 7 Or..,it for which this permit is issued(Sec.3Pa9'i,Civ.CJ
D.1 - Lcemrs Nam.
= z Lenda,a Address
U O I mnify Nu I hart mad this application And so.Net the above information is
U.g Caren.I agree An comply with ere city and county ordinances and state laws relating to
0 building construction.And hereby authorirt represcnmtiws of Nis city in enter upon One
Gabove-memimsed property for inapecdon purposes.
(We)agree to save,indemnify and keep harmless the City or Cupertino against
liabilities,judgments,costs and expenses which may in any way accrue against said City
U Z in consequence of the granting of this permit.
.. APPLICA UNDERSTANDS AND WILL COMPLY WITH ALL NON-POINT Issued by: to
SOURULAnVNS.
'r+--- '/,r71aA 7 Z° Re-roofs
Signamm of Applicant,Conuacmr
HAZARDOUS MATERIALS DISCLOSURE Type of Roof
Will the applicant or ru t re building occupant store or handle haamous materia
as def nod by Ne Cupertino Municipal Codc.Chapter 9.12,and the Health and Safety
code, zss325332(.)?0 YO, gyrla
All roofs shall be inspected prior to any roofing material being installed.
tea
Will the applicant or future building Occupant use equipment or chimes which If a roof is installed without first obtaining an inspection,I agree to remove
it hevardous air contaminants as defined by the Bay Area Air Quality Management all new materials for Inspection.
istricR �-,,(
p Ycs Jed
1 have mad the haardome mateAois od.immcnu under Chapter 6.95 of the Calirm.
pia Health&Safely Code,Seni0a 25505.25533 and 25534.1 undcrsmM that irNc building
des not currently hat a tenant.that it Is my raporuibilily te notify the Occupant of the
req.immcnm as<sem,apriormjIAmman«anCemficateofampancy. Signature of Applicant Date
t�5to ���7�10 All roof coverings to be Class"B" or better
Owneror od or rad agent Doc
ti
RESIDENTIAL TROJECTCOVEkSHEET
' CITY
aoF
CUPEI, No
Assessor's Parcel Number:
Name of owner. kusvL
Project address. g 2 0�^Vkr at C—Inv
Contact person. k4)d-St ne l Phone. —40"
Fax. vnfr 2—CZE -kO4 A'
Nei square footage of lot. lii 1 OU
Existin Proposed
Square footage: First floor:
Second floor:
Garage: Z
TOTAL: ( $'o 2
Are there at least two 10 foot by 20 foot clear spaces inside the garage? N
Is privacy protection planting required for the project? Y
On what floor(s) is work being done? I S* C
Brief description of work. t, le - u t
N°LUJ AZIO rc�.tC�01 •t iP C/k6v44 S/?e f4-C ErlCfl
Code editions:2001 CBC (Y -N)2001 CFC (Y -N)2001 CMC (Y- N)
2001 CPC (Y -N)2001 NEC (Y:N)
Effective 11/1/02
Plan Review Process Work Book Page-8-Revised 4/28/04
ENGINEERING NOTE
00
Four Seasons is not responsible for the design of the { 0
connections of the room to the stricture,or any associated foundations. f
�. The design professional is also required to take into account any additional _
design provisions required to satisfy snow drifting and wind loads or site NJM z a`
specific structural concerns. I
p0PPR E my S 1 ��
75 '
_
nom` R JUL 20 2004
DATE CITY OF Cu�s.R1111`d0
SIGNED oificatpn MUST be Q "LU1P ITMIENT I
This set dem and ' Is unlawful
N kept on the tterati ns on szns OFF1 .
Idfn
to make an an9� trom the Bu!'"g 6
en pefffM
� p oa tment,CnY at Cupertino.a
an and sP= t-- :•Is
Tra .iamP+ng of tills P �r.11A Of te. Z- -n
171 -31v c 1 y1 NOT be heV i to P pw .,n �t
t t"� v •a' n `�rgposed Patio Cover Enclosed @ 217 sf
6 ' -9" �` - - -� a c _•i3r�tO' '°`on Existing Concrete Slab
;n M to io W eo 2 ' 6" Existing House @ 1802 sf
1 61 8 " - House + Patio Enclosure @ 2236 sf
1,0 Lot 110 ' Lot @ 7500 sf
4 ' F.A. R. = . 268'
W
5 ' =
3 ' ` r <
6r it
4 ' Y
J
51
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Site Plan 0®
ENGINEERING NOTE 00
Four Seasons is not responsible for the design of the 6
connections of the room to the structure,or any associated foundations. N
�. The design professional is also required to take into account any additional
design provisions required to satisfy snow drifting and wind bads or site -
`/ specific structural concerns.
< \ am F
s
Garage JUL 2 j 21414
t!) M In l0 l0 00 6rrUirj'1%IaNi
Cj � rOErAR� s
r _8 n MENT �
N 31 it�t�
Bdrm ,
at
Entry r M � � y
6 -
Kitchen-
41
MILL a
J
5 ' Bdrm
31 a Hai
Dining 6 '
Living Room 4 ' _
J Room
0
Family CO 0.
5 ' Bdrm Room
31
W
6' _
6
- M �
r--I
a
c
0
a
N N m
Replace Existing Patio Enclosure rn
With New Patio Enclosure Same
Size a s
LL 3 C
Floor Plan 0®
ENGINEERING NOTE
00Four Seasois not responsible for the design of the
ns
connections of the room to the structure,or any associated foundations. w
• The design professional is also required to take into account any additional
design provisions required to satisfy snow drifting and wind loads or aite a J
specific stnktural concerts. !
_ 1 �
JUL 20% 2M s
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0
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LL < tB LL
Right Elevation 0®
i
ENGINEERING NOTE co
Four Seasons is not responsible for the design of the C
connections of the room to the structure,or any associated foundations. Fi CO
The design professional is also required to take Into account any additional
•-'� design provisions required to satisfy snow drifting and wird bads or site d
Jspecific structural concerns.
a
i
stats g
JUL 20 rM
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Sunroom page �❑
NOTE- EAAE kEDOER 91111.EXIM A tliAlM OF _ .
.(3) BAYS.SPLM SiYkOCCIB AT SLPPOI¢f REVISION
PAM COYER ROOF PFR LOCAMM PECE 10. 16 t 14 SPLICE III=¢ROXOM TPNLmM PMEL / PKIM
RECOGNM IM 6 REPORT LOCAMNS SMALL 0=AT ALIO UTE 1 � Raaf PAM cam FM 0W16 7) 0116 4 P=QM 7) / UPDATE➢
(SFE NOTE 7) 9JPP T LOCAMINS SUCH W A fit" �>�FROK h 601 AWA NOTES 5;6.7 Pt
4'-01/2'UIP OF THE OF'F'ERW SECilON9 WE 5c) .
• _ ::• ':•yr-r
WILL OLR. LL BE POS56LE,EAYE HEADER
S"
- YElW?SIiS SHALL BE FLIL LENr7}L -
.sr •..'•r,' 6-11 1./2•
..:�c ■n1 dlf J
WIN
-t' 1RNm1
TW616Imre
WX
10MAX
'A 1Q I .✓Y r« it
No. e z 1/2' m iz -77
a
HRTI KW1K-PRO S-t 1/4'ac
SELF DRILLING �'. _ —•�4'-0 1/Y as I-- --�'-2 IIMZ�— I 0V 3 Fr Dass' L �`� �5 DqMy3S - 3
6.
SCREW. OPE71 61p:PNQ I C.
5aty irll PRE15 PFAefhD N FILM OEM"WILFiL�t PNQS - -�� -d CCdt4(NOtE
4 PER H-CNANNEL tEvcnt�'7 pm6 x a e) �O (nm6 x a e) t54 MAX Pmene
AT a� FRONT ELEVATION FRONT ELEVATION
14 16 GABLE END En
(iPIIH OUT TRANSOMS) (ATTR TRANSOMS OR C4 Cn
THIN PLASTIC
PANELS ABOVE WINDOWS) Gfu•TERALNOTES ,D-FEWPA710N5-,^
FILM OR INSECT N 1., These standar�am'shor ombe){,conn ions,and��d.•l/ooveW
SCREEN ' - 1/4-20 KMN PRO SELF 16 N MAX METRIC CONVERSIONS loads far the.preduet, and aesumfLhat ere_eonnecti virwt the
DtaL1NG SCITC AT 3•aG Dasw fnIOea ,a PL Ilb = 4.45 Newtoru base and waa are secured to adequate structural components of V) Fes'
CD - "" 1 6.89 ld'a the exist, structure m indagled in the decals.
EACH FACE EWE TO WA. LULL � = existing E-4 CO
SOLID KICK PA'ELS) 1' = 25.4 mm
SUBJECT TO OPEN r m 2 In order for an existing skb to be used, R shag be in good r -
NOTE 5c t 8 AREA 8 conch w sats no evidence of extensive cracking, water C e_
4'-4 1/2' seepage or unstable foundation characteristics. minimum
/ thickxss shat be 3-1/2 inches. O [3
To 'n PLASM FIM OR OK OF TIME 16X1-WM WIU WY 11 ENCL110 n� sE .+ �
facr 5Ot• WOH FULL FEY2O WALL P*aS (SE NOTE 5c) 3. Y. She t Metal
screws
F+•4
ATTACH B4SE TO " " TEMI m SNIP a Sheet Petal xrcn to be N9U-Kw5 s .riling G]y
CONCRETE stns van - _-= arta W I£U0, /-QgOfEssrp4, rchass f&steinto ecr i..r � �j a u
(1) 1/4' art z 2' SMCr To NSE 5e. `<� NCE f 9� b. Mchd^bd�"irdo eonaete ab a II ilia
eta. x 2-1/4' e
Q E. . min �e. W-
HILT[ K'MK l3�T _ .., : 15 1 3�� C ! ��,. w o
11 OR EWAL PER ""' � - 16 (FRONT) _ ns and _ n9 H v
*: r N� LOW FEJREIC SAL � sbueb;;r embm including header, � E3
M I.C.8.0, ES. REPORT 14627 2'-3' 1'-0 _ No. 39034 vveerticlsall sumo tlq and mertemppost: s-15,hown an then plans shall Q ren x r-
AT 16' O.C. ALSO KICK-PNL 1— Cn xlitFill
(1) ANCHOR ON 2'-3' HEIGHT f 81-0 1 2- Exo 3-31 - otherwise. o
EACH 51DE OF
l
VERTICAL M'LLbN. KICK-PNL /8 x 1/7' METAL SC,+IX _ J'J )VIi. �\Q � When used m a patio cover (as provided far under appendix F�
HE,.... S - (4) FK LOO tit M qlf pf t`EQ� Chapter 31 efthe 1997 UBC code): z T ❑
.'`� 1., 1W1NEL _ _ _ _ _ _ _ C. a. h may be supported on a new or existing non-engineered 0 w7 7a-V
concrete slab on grade. R such non-engineered slab rs
2'-4' '� utilized then the allowable load is limited by such slab
L;' :;; BAY WALL F-ITEK'1 as indicated in load table. rrz
2' MIN i5.,, • ,t " d{
3EXISTING/2' MINIMUM
CONCRETE w:' '?, EMBEDMENT w;11[q;: '• .ti's;r (a 45 Ca�tE7) qq
SUB IN 0000 CONDITION '� - .••`'...., ?:;i. :•�.•zi::, L h. Thio we or such patio roans cera Tunaed to recreational W 4
-+.;:,: ;o�y.> r7 ,•. NOTE: NO M O'CWX and outdoor Irving purposes only and are not to be used CIO rn
J.;f:,p " +.-:: ..1'.: ) Vit. L ¢) ALLOWED &y as ccrport garage, storage or habitable rooms.
3 1/2' L1INIMUM '"''• wow OCCu+s a 'Open arra of the longest wall and one additional wall
SECTION I PLAN VIER shall be a minimum of 65% of the arm below a height of
12 PAN HEAD WOOD SECTION I ( 6' - 8' ran each wal n arm ls defined as orea
# Na 6 x 1 sElF D(aLLxIC (WITH OP110NAL GLAZED NO. e x 1/x'SELF DMIM 'C
pen
1 1/2' MIN. INTO SUM r•SEL KICK PANELS & TRANSOMS) su�Ews At e•at acts insect screening n read y removable clasticO.Q in_
SOLID WOOD OF 17 (TrPKll NSmE h(41q F-O.C. O.C.—� (T5P3.1L NSE M aq glazing not to exceed 1/8' N Dhicimesa The thid wall O •G
1 1 may be sold or gland with gloss.
STRUCTURE (s t
1 1 18 d. AA other requirements of apperiGx Chapter 31 'Palls covers'
(16' D.C.) 8 i sndosura' of the 1997 UBC shall be adhered to.
":• ::s.
J8 x. 1/2' ;': .'• 4 8 l 6. Aluminum eom xt an must be protected from auect contact
INSULATED :..-:..:
SHEET METAL ;. '�., +, . $ with aiss mdar materials such ua steel k concrete. b accordance
• SCREWS 3' PANEL ;r,'.::- I with Chapter 20 Section 2011.61 of the the Uniform Building Coda
o.c. TPP• SEC ION D 7. This polio system may be istalkd xn
under Four Seas
-' .�. ::';.•- WeatherlDek 1 roof panels with roof H-beams recognized
9 :`:::::, • N0. 8 s 1/�'SE1F DNt111O ;.T °., -
for enalaarcee per Chapter 31 (Appendix) d the 1997
SCFEWS A3 C O.C. SECTION F SECTION H SECTION K Uriromt BuIlding Code. DRAWN By RC
INSULATED c;"::: ECTION B ( MSE «req _' STANWD 'N' 8 6
8. Solid wall panels shown on details steal comply with an CHECKED By CM
WAll' 1 17 LC.8.0. report curroli «cognized by the LC.B.O.
PANEL 2 3 11 18 8 Evalu which are �ecl b water extericir o rm of solid
dy altscoulla. DATE 2/14/00
1 SECTION A 8 1 r, 4 8 ON
9. Each entilkationdem holfollowing:
anently affixed REPORT EVALUTi
a Name and address of mamhfaatura
.'.•.•.. ':``':`:- L_ - b. Design toads -
r� ' a Current LC9.O. Evaluation Service Report Number 4590P
WINO ' "r` •-`'+. ••• 6 x 12-SELF MIL NG
OPTK)NAL HEAVY 'H' saws C e ac(�Nsoe h � tO' be�'Wailed n awry tw�sd' �e prpo�ed tldat�tn ml a
SECTION C SECTION E SECTION G SECTION J SECTION L We�g used to watiefy the X11 lceos,
�s zx Paa sml:ttvs
��""�"""°°"�"�`�`°��'� WALL EXTRUSIONS �� 2 �'°°W' REVISION &
mw m SH M
fooP uvE taro fora Fa
(NrnE eo t Na1-r sua
HEADER
�r>, NA>tG 170 N sI
x xw x c G D a (FOR MATERIAL SEE NOTE 4) r 7 w�ooW
g, t, 70 MPH No4 k W4d bode arur Ezp°aua e - ,
33 tkb B �Dm" Pau° mm mot bade an bard an t W 8 X 1/2' 'i JAMB EXISTING SELF
3=5 it *chm Un'h d ba and pme4 nret 12 O.C. SUPPORTING ROOF
FACTORY ASSEMBLED NO. 12 PANHEAD WO00 SCREWS
70 WPH �">� tGaa ES Son � FIELD INSTALLED. (NOTE 7
1C i C on wch addd baa cakha-mt� STING STRUCTURE
' CONNECTING 27 #0 158 x 1dt 115 i P� �`1 1 1/2' MIN IMO SOLID WOOD 70 WPH must be mkvod by a pmreeeiond 3'-10' (2 T EACH VERTICAL MULLION)
NoL R When bm m tirdor W rRbrod br a add pmol, 1Mu' t• 70 MPHEd
ffwabw €°t I- 23 20 . ° eta � a � re. FASTENING DETAIL OF SI�WRpFESS/Nda E When bay wdon ma ansa, ur am ft=rbdor WINDOW TO VERTICAL H MULLION �F�etvt,CE f��ql11 1
78 Wit ant 4 mmunun front elewum h:ght d 8'-il 1/2T 3.314 ��
Id' 1' - tg ehd be wed rhes the rrhrd bad rorfl wmb an 80 a
wpli 85 mph, EV=n C.At lowtimu rhos 95 m* EV=n C TAN TO TAN
VW atom, tM dmble Im bad ehd be InW to tepee 4 it � m L
.662 375 .662 .375 ra° n0" e"91n00f0d 'bb and Mn a mmdmm front *ht f---•3.034--{ r.5001 - _ N0. 3903' a g'-tl -].746�24d5--{ _LC` J/ .t90 1.807 9 E VIL
-� I �/ ALTERNATE EAVE DETAII��,F�F�A��F �
.175 i '175 1 20 3. 10 �I 3.030 ` FOR PORC5- = ULOS€jRtl U
2.900 3.000 2.194 3.054 2.900 175 2. 00 i a s . +
3. 0F2-890 N0. 8 X 1/2' SELF�t A �- ar.
4RPERNtMuCHPAN�.Zu�k i/4-20 SELF Q c r u
I I ,,�r,PRI G SCREWS 9
3.510--� 530 t , a'..a eH CcHgpyBio a
'H' CHANNEL HEAVY 'H' DEEP ELECTRIC 'H' CHANNEL 90' CORNER 1.038 - ��`�� � SX OUT)
0 �
6 45' CORNER
O TYP. WALL = .050 O TYP. WALL = .080 O TYP. WALL = .070 OTYP• WAIL = .065 n6
-TYP. WALL. _ .050
.438 -3.14 O a3
4.383 -{ � �r
8121-� i --� .938
i 3.004 3.0043.03 ; +
884 •625 _- 1.49 1.375-
2A I 1 0R® O `
--�- 12.. 5 cnr 2.884 T 51 1.947 .220 2. S 7 u0M 9CES � o
250 .825 30
1.7�96 1.3i167 °' I z
7=4 _L 1L 8 5 NO 8 X 1/2' SELF W a
[185 100 DRIWNG SCREWS AT U1 c�
438 I+ 625 8' O.C. TO WINDOW rl
1.125 3' SILL - THERMAL .71D� 180 I �- JAMB AND HEAD AT EA Gr' i
WINDOW JAMB, LEFT O TYP. WALL = .055 tom- g�227 (INSIDE k OUT) en
OTYP. WALL = .052 WINDOW JAMB, RIGHT 3.03 3.31
TYP. WALL = .062 10 EAVE 1 i EAVE (ALTERNATE) TYPICAL 230 WINDOW c
TYP. WALL = .055 O TYP. WALL = .060 FASTENING DETAIL
N0. 8 x i' SCREWS FROM DEMS NOTE; HEAD k SiLL TIM 14 AND 15 ATTACH TO JAMBS MS 7 AND 8 WiTH
(SEE NOTE)
7 8 ATTACH HERE 4� TWO NO. 8 x 1' SHEET METAL SCREWS AT EACH CORNER OF WINDOW. JAMBS
(
289 1.313 .248 ARE THEN FASTENED TO VERTICAL MULLIONS.
L2.89 488 1.010
835 }--•156 .500 500 1.075 �--� 156 �� 2. 80 3.995
. �" �3.000 .500
. 1. 1 .500 � 1.000 3.185
2�5 .879 � DRAWN By RC
2 13 1. 75 CHEM Of CM
1.313 � � 2 13 2 13 � 1.690
500 384 8 .500 .156 i. i .625 T .945 •3 I DATE 2/14/00
.406-� �-4- -�
26� 4
� I I1 EVALUATi�_
WINDOW HEADER �3 89 TRANSOM HEAD t 17 DING DOOR 1'266 ER 1 1216 - -{ .813 I-- REPORT ;r
14 TYP. WALL = .065 15 WINDOW SILL 18 TYP. WALL = .055 TYP. 050 18 JAMB SWING R 45- 19 TYP. WAIL = .050 Cam BAR @L-ANGLE
WALL = .050 4590P
O TYP..WALL = .065 6063-T5 TYP. Nl - .060 60663-TT55 DWG } 23C�o97
• - PAGE 2 Cf 3
f ENERAL NOTES x SPECIF10AnONs SECTION M REVISION
1.Tharr .bndr+a pa. of ow red rrrrrb/a eurae6ua FaUR SEASONS STH R Umt 0 -K !! ROOF PAN INSTu t A710N RID r DETAIL FOUR SEASONS WEATHERLOCK 11 ROOF PANEL INSTALAnON '
B+:M MWJQl r!dq WW forred
MOMOW taM*0118 WITH ROOF H-BEAMS (PLAN VIEW) LOAD CHART C
yf t/x• SELF-,1wPrlo w It 1/2• MF TAPFM SUM
rtruab.al aWrorrefa r Ledwea w n,.a.mr �
Z E>nTM 3 raP A 2 BUTTCY KM H-MAIM UPDATED
• 2. Y.dnrdcd Marc �'�; 3 SUI`pORT R��) (9 PERNOTE PANEL 11]P k BOTipI) H-BEAR
s $lad rmld el ar m b. !9tl-!hal Pre ....np A3 PER ' - STRUCTURE e )
aFeHr rfeM s rgnd FAS!F1Ett4 2T 7/16'
0. Mahar bob d e4go Mal be 1/4'a Y mir* a W ,"
m9 baNa and mud paneuatr emit ruppul lbueM NOTE 2b
by a R**wn d 1 t/2'. FASCIA FRS 1 ji I
e. Stn+abrd root H-9 a matt be a!umbam after ad -�-�- �" r=�T y�:,:� N!0 RIDGE I
trrpr .005-T0.ra,lrad m rod PaW4 a Moan an
II 11
Mne pkm. 1 1 I 17/6' ::_:n;' ;«:;•� ;bl I�
1 AN r" In contact fM alumnus Mal be hot d!DWd APPROi. : �:.>:-.'a: j ROCi'H-BEANS I I
goyadxd or vlwbroploted. AuMa= in cudael fxl food. FASCIA F%iAU90N pl Iq
fresh 01 maauuy MaA M caatad m aeoardana tfltr - ti'•:•'•s ! I I I
conffo 2011.6• - R'7YP YY •:_•_::y3.�1-�' ON ENDS
4. 111" Pella carr ryrlrm may be bataaed an fry page fel BOLT O.0 `y I I I I
rydem rawgNsd by the 1997 UMarm &Adkq Cada 1 I 1 I '
FASMOM AS PER NOTE 2a. le : 1/2• p I - - !9
a.The use d nxh path moms am OmHd m nawUmd - SELF-TAPPING SCREWS 1 1 4a 7/6. O.C. _ s
12' O.C. ON EROS EACH PANEL - s
and wwWwpA 9'•h9 purycrn an Md on nd m M orad FASTENERS AS PER NOTE 28. I _ - J { # C
w earparL 9ara9a rtaroge ar l,aambl.roo„r. sc� BaT o.D u tFi-r. (NOTE 2a)
b. AI attar nquim r to d eppwdlr atapw at 'Pato Carrs' I s , ,i (D
d the 1997 UBC rrd be adhwW to SECTION N WALL SfRL'CIUflE I I ...> I 1 U
Ead papa rpt•m and have a purrmrwtty druad FOUR SEASONS WEATHER LOCK 11 EAY DETAIL SELOW (NOTE 4) 1 i ALL EXtEtOCR _cAD1S J�i 2 JI a"i4 '01
Ido W cages m9 9do9 the radosoq ��
o Harm oddnn d Mnuract a
FASTENERS AS ROOF 5[7tEW5 /12 a S 3/4'
b TZ
Oadgn nada 5 PER NOSE 2a. SELF TAPPING WITH I 1 FU LY CNAXED I 'n
e) Currant LC.8.0 wckatlal raMp rape{lamrbr. STYHESS SIM WASHES 1 1 (NOTE 5) 1 '�* •_ I U Z
S. N .:briar rramr abject m aatr Intrusion .hall be luty TO GUTT-R�� 1 1/2'Q0. 3 WASHERS 112'O.C. PI � V� G> tyr>��a.= l� a� �• C
=Akd. CN END WALLS
ALLOWABLE DESIGN LOADS FOR FOUR SEASONS _ !
WEATHERCOCK R ROOF PANELS WITH ROOF H-BEAMS �
----------- - ----------
PAW ! 1 ►+4 'T. ++
r UlQ4PWfDi - .. I. ='a? - .,,I . ,a;_' i _ _ C
L6l-'CftOH (FEET)NIAVAL tLIl �" - - �. - i:`_. , ��_--II--- ---a---�-- - --_D�._.. . .
( ') 9.27 925 IOSS 1127 1 - _ .r.• FASCL4 FTS OYER '
227 1927 4
1 251525 fa27 . . '4'-`l:
^any.:'..: }:• _
L/3a0
37 31 21 24 24 21 18 id 15 11 GUTTER
f2 11 10 -" '- V = END OF
240 22 20 la 17 la ••�
y rA
•.-� _ :yleo,t A -4 .E• TO 12' ROOF'OYFRFUNO''- ROOF'LE LENGTH .-^+�• 6_
y120 T7 di 35 K 44 b 34 b 00 - ON TMc&oct&u m
LOHrE670X FACTORS FASTENERS u CURER EXTRlh1@I ON /a a 1/2' SELF TAPPING SCREWS 11' D.C. ROOF SCREWS k WASHERS
`J 1a . 4.45 Newtala PER NOTE 2a. FROI 9OE OF ROOF TOP d: BQTTOM OF GUTTER (5 PER PANEL) 14'PER ON FRONT WALL C
1pd . 959 kPa - 2 INTO EACH (NOTE gal (4 PER PANEL)
I' . 25.4 mm H-SEU•L WALL STRUCTURE AS �F�tt
TYPICAL CROSS SECTION PEa HIM 4. 1 ll 3 '� a
WEATHERL= a ROOF PANELS RIDS OETNL
WITH ROOF H-BENTS COSTING
SUPPORT `vo ... �1
EAVESiRUCTURE- SECTION 0 - �4 -
zr
DETAIL ti:57PAM
FOUR SEASONS WEATHER LOCK It ROOF PANELS H-B'AM DETAIL
--4a 7/6' O.0 407/6. O.0 J 1 I II tl II Ij ----r jl I I IASWALSTRUCTURE OR f Flit PANEL FULL PANELS —7 ! 1 u p u 11 I! ! 1 n 1 1 1 4 ^
AS PER NOTE 4 5 ILS 11 0 II 11
If
45 3/5' 45 3/0' p p t••r
b ,/6' FOAM FOAM 1 1 II ® II 6 II II I LS 0 G
FASMOM AS PER NOTE 20 3 1 I II p II p !! 1 1 II Rncf. $rQ/1+ �Ty
I--45 3/6'FOM a' D.C. STAG M WE TO SIDE I I I p II p !! 1 I I I Q A! -
I I 1 0 11 p W I I c NC f/S F
ISI .:� iYt: ;.\; :�.. �SPRINT(EXTEbOR ONL1T
. �•'d��� WALL STRUCTURE
1'�-ji�. EPS FOULS .'., ,•q<�C�l 1 A5 PER NOTE 4 1 I 1 ---- ----�t---- ----]1 !
2 'FaJ/Ulto• �,•{.: 1S PER SPEC 2 �;�:: �-: 1 I I - u u I I 1 I NO. 34 ��•rF
.•:mss;.,; y;::,r•� .tii;d• II I tl II ! ' I I
•''`r> ',' ,' :.'•+a>?� .-�`.: II I II
a' r ____________ ________
GLUE dowF can SIGN �: :`• BE SOLO FRONT ELEVATION qlEn Ilk
\E Im-WN RC
TSPPER .156
A4 PER SPED 3 AS PER AEC 1 1.56] 1.125 C}IECKED BF D31
O1 ROOF P 3.000 -
LOW
S; ANNE7. � � 1� . � 970 �2eS � DATE 2/14/08
1)ALLWK -ALLOY 3105 H-254 A'
` mss �awEA I .997 9555 - - EVALUATION
2) POW: 1-4 CEXM FPS � 1956 3.720 2.900 3.030 _ REPORT
v/ ( (DPANOED PC4.TSRICNE) INSULATOL 2A63 _ 2900 3.000 3.040 _
atc A�£PM TUs>O RA 669 , 4590P
REPORT NM 1 -451 AS N.III@111Y TO BE �14Mwriowrow W_
u hc6• a ceo H-BEAMO i STs O O O FASCIA T
w.. L� . a ' - i° O
WALL
6Ta w Ea� u�Nni-s PATE 3