HomeMy WebLinkAboutBUILDING PLANSI
HOME ADDI'i" [ON FOR
Daniel * Melissa 4 �_q -QRM
feet h e rfo rd LRECE'v")-----Fort Pierce,-FLORIDA 2 S2019county, Permitting
WINP Lopv COMPLIMM
De5LT Fara &ea and Assi Oiat Used;
I, 'bri Mictwv 5tLuc1e CaRIN
2. Florida PuMi q Code 201-1 (60 Editim with N/ A 5ipplemert5 and A5CE 7-10
3. RnldN De5igi 16: Fndosede X Fa-tially Enclosed; Open Nildin
4, VIA eategorq, I DUI — III IV Expowre Category _y__D
5. N51m Wind Velaitq: 160 Mr'U ( 5 sec, qnt) _A512 -LITO Width of End 7cre�<4'— t.
5.1, basic INind N5wre: 65.54 p5f
6. MEamUnfF4s t N/A W Pkdl: N/APxapAN/A ft.
7, Canponent5 & Claddvq 17eslgn Pressure Used: (F5F, based m Actin 51' @ 30' MR1( worst case)
8. 17e51m Loads; Plan/ Dead 25 N5F Plat/ Live 40 1`51, Roof/ Dead 10 F51', P.rW/ Live 50 P5F
Pd ru N/ A P51, Dak N/ A P`.P, Deck N/A P51, 5t&5 40 1`5F, Fence N/ A F5F, VW N/ A PLF
9. 5hear Walls Considered fa- 51mcbre? Yes =_ No (1f No, at+ach eeplanaGcn)
10. Caittruws Load path promded? Yes _Y No ( if No, auad, explawum)
II. Pamm 5A Geari q Fressure: N/ A P5F
501113minq Regulred Yes X No ( based upon section 1805.2 exception)
5cope Of Work
- Femo✓al of �xi5tlnq Concrete Pablo
- New Slab And Pearinq Wall and Knee Wall for New i ocf Lxpan5lon Over �xlstirtq
Pablo
- New Nectrlcal for New Pablo
LOCATION MAP
---rova5WA — —
Coot
rlo rim & P.cof Ltne
AOOI
EI6dricipi -
A002
Footer & Ludel5d,edxde
A005
Wall & Durknetah
A004
Ele abm
AM;
whdm & Dar 5dezue
A006
W Delab
A001
i
Flats to dav: _
I. Skyahme and zeal of even p afez b N
2. Code oralitwi edfa desicn
3. Desbn bask wlyd speed (If apol�aUe) -,
4. Neiojit aba+e craaid (if �plirable) `'I Lim E CM P Y
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
M
I
H
Ks -
SCANNED
BY
Lucie Cour
m
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fK5 DOOUAM 15 PROPNEfM AND 15 51.151CT fO NON-DIxI.OM. FOR 115E 6Y CLIENf ANn M5104M 12 MCIPIM MY. OFFICIAL FLAN5 6Y JAM 05NM05. Pi. Mf f NAVE RA15ED SEAL OR MIMI? SrAWP WtM M61NAL 51RMAM.
%wit d And (wren zl Notes
- All Written Dimenslo On These nravmg5 fake precedence Over Scaled 19men5ion5, 00
NOT SCALE VIZAW1NG5. ANY 015CFI�pANCIE5 5HO J P BE BROLaff TO Tit DE516N
VN61NEEl"5 ATTENTION FMOR TO COMMU1N6 ANY Wow,
- The Contractor, 55ubcartracto-, 5uppller, Etc 9,141 Verify NI l9i"5tcns, Measurements ml
Conditions At The Job Site Glans And Specifications prior to Any Constridion Work aid
Orderuci Materials_
Co Amction Shall Follow The Florida Bulldirq Code (FIX) As Adopted N The Canty or
City In Which The Buildirq 15 To Be Constructed With All Applicable Amendments
- The Entire BuildiN (or Addition) 15 Pa5icred A6 An Erd Zoe Co-dltio In Acardaxc
With 5ed4m 6.5 ASCE 7-10
- The Puildng Is Peslcircd A5 An Endosed Structure In Accordance With Section 6.5.9
ASCE 7-10, This Design Asmsne5 That The External 6lazirq Meets The FBC 20115W.
- The I.oadlrq Are In Accordance With ASCE 7-10, And Are To Be Multiplied By The
Appropriate Shape Factors
Structural Features Not Petalled On These Glen Will Be Addressed By The Ergineer As
Costactio Prayesses
- Use Clean., Compacted Fill And treat Fa Termites
- All Wirdoni5, Pars, Mid Other Opemrq, Imbdirq protective Pevlce5 Are To Be Certified
By The 5pecao Erngineer Of The product Mraufacturer
Conrectas Catalcq Numbers Are based On Simpson 54q fie Corporation products.
Unless Noted Otherwise, Fastenirq 15 To Be In Accordance With Maufacturer's
5pecifiratio.
- Al 5tactnue Coaete, Slab FootN 5 Aid Grout Shall Nave A Minimum Canpres5lve
Strength Of 5000 PSI At 28 Pays. See plan For 5ize And Steel Reclivernents.
- Minimum Concrete protectlo to p Infacema t Pars: (teams l ", FaUrgs 5"
- Lap Al Reinfoarg Steel A Minmum of 48 bar Dla lAers
- Al S alclard Lumber Shall Be SPF, Or Stud Grade Wth Minimum rb®1200 P51 Or
better
Al Lumber In Contract With Coaete Or Masonry Shall Be pressure Treated.
5plltti q Or Cracking Of 5tructural Components Pue To Installation Of Hardware Is Not
permitted
LW659 Otherwise Noted, The Installation Of Specified Hardware Shall Cafam To The
Mlaufachurers Instmdio And Standards
Bearwq Pomte Of Headers, Order5, And beams Shall Have Vertleal Supports Sufficient To
5,pport Loads And Shall Be properly Arnckaed For Uplift As Will Be rated
RwF Sheathing: �' CPX Exterior Grade APAFI ywad Installed PerperdicJar To The pouf
Framing, With Erd Joints Staggered. Nail To Trusses W/ 8d Pfuq 5kank 6alva ized
Nails @ 6" O.C. TIToughut, Gable Ends To Be Nailed @ 4" O.C.
- Riess Otherwise NOW For Exterior Wall, Exterior- Flywad Sheathtrq and Interior Prywalls
15 to Cie Nailed With IOD Nails or Better, 6: O,C, and 8" O,C, Filled. Drywall SamO
1,5" Long And 0.151" in Piameter
- For idge Vast In5t llaGo Block With 2x4 #21F Or Better Between fop Chords Or
Trusses Aloq The Edge Of Plywood PirecVq Below The Vent
- For Frame Segrnw; To Masonry Segment Conroet4o5 Use Pf Vertical Seared To M1a5aq
With P&' Pia. Laq Screws l�' Embedment to 3 # Concrete Min,18" O.C.
- Walls: The Poble Top Plate (GA Splices) 5na l Reslg 4000 b/ Splice. Al Wall fop
plates 5kAl Be lapped A Min. Of 24"@ Splices W/ 7-16d Nails Mm. Lap C&&-r i, Of
Wall Shall Be 4' W/ 9-I6P Nails.
- At Gable, Pro&L 2x4 Full Pockinq To The Trusses For The First two truss Sp&Nq,
Spaced at 4' O.C, Nalirq 5ha Be 4" O.C. At F -A Truss.
- Apply Plywood Roof Sheathmq Face Gram Perpendiadar to 5uppat5
- Al Roof Co irq Shall Be Applied per Mavfacturas Recommendatlos Or Per FBC And
Loral Codes Whichever 15 More %reruou5
_ ppair A9_WA15 In Accordance With Petals In This Prawirq And In Accordance With The
Applicable Florida Buildirq Code(s) .
Repair Al Electrical Wrong. Low Voltaoe Wirmq, HVAC/ Puctts And Flumbirg By Qualified
Conntracto- Sane Electrical 5witche5 Did Not Connect fo Any dram Box Or Outlet But
Are Shown For Clarity,
New
24"
ovaharq
Ustinq
24"
Ovahaq
Roof Line flan
In _ li
8
EXl5uq
24"
0-+-Iq
Plans to 5kow:
I. Slgrahse and seal of deAT professional
2. Code and edition fa da"
3. Desrgr basic wind speed ( if oppll AHO
4. Haoitb above gamd ( if aptliraHe)
I
SS
16 •
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TH15 DOCUMiNf 15 PROMIEfP N AND 15 5W ECTTo NON-PISCLO9a. FOR USE BY CLIENT AND JE516NA917 MaPIENf5 ON.Y. OFPIQN. GLANS 6Y JAVIER QSVEROS, P.E. M415f NAVE RA15ED SAL OR RU36ER SfAW' WiiN GpGWPL SIGNA'fl�.
Imm
CPFOON MONO>'MVE - KW WITO CA'd30N MONOY E VE1eCfOR W/
6AMV 0PfXJP 15 REOUMP W THIN 1O' OF EACH 5 Fil\16 ROOM
ARC -FA L!r INIEF.k MIZ (MI - AM ON &I- ML Cf MMa5IN Al
MOOM5
6POtNV-FNLf INiEt amr (Cfl) - CiFI IN ALL MOM UZCTCPL
VEVICE50R WA1U GROVE PMA5
5MOM MSCfC'R - INTkCOMCf ALL 5MOKE MSCfM
l;lectrical
Panel Schedule
NO
Ve5aiptlm
Pdes
frlp
Vdts
Wire
Cadet
(watts)
I.
General LIghuq
1
20
120
12
1/ 2"
1800
2,
AMiU Unit 10 KW
2
60
240
6
5/ 4"
10,000
5,
Raw
2
50
240
6
5/4"
7500
4.
Water Heater
2
50
240
10
5/ 4"
5000
9.1
Clothing 17rga
2
30
240
10
3/ 4"
5000
6,
WashN Madame
1
20
120
12
1 / 2"
1500
7.
Microv c
I
20
120
1
1/2"
1500
8,
Receptedee
I
20
120
122
1/2"
3000
9.
Refrwrata
I
20
120
12
1/2"
1500
10,
1914hwahser
I
20
120
2
I/2"
1500
II.
12,
pvOl 10N& XpV
15.1
6ewr.4 L4 tmq
I I
120
1120
1 12
1 y"
1 1440
14.1
Receptades
1 I
1201120
1 12
1 y"
1 1440
15,
PANEI, C&CILMON5
A.
Total 17emand (above mim largest load: AC)
51,160
WATTS
P.
First 10,000 @ 1007
10,000
WAM
C.
Remainder @ 50%
10,590
WAM
D.
5ubwu Load
20,990
WATTS
E.
Lage5t Iced (APW Unit)
10,000
WAM
F,
fotal Lead
30,590
WAM
G.
I liq Area x 3
8,406
WATTS
H.
P. cNmedAmps
128
AMP5
Cvra)t Paid - O.K, NO IB MWR MQUIF. 9
�— - Im:andexent
Light Flz+u-e
.Ve t]M OO4 — - - -
- wall Momked
Receptacle ( API I.We5s
Othorwise Noted)
$ - Wall Mnmted
5®Itch
SI RAR1NAtt� SAP. WPU,
E21222L
8 11I o II
Glass to 4m:
I. 541ahre aid Seal of de50 profe%iad
2. Cale ad eJDm fa destm
3. Vesk brim wind speed (if vAvaHe)
4. Haw, above gaamd(if apphcd-W
e�
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fW5 VOCUWNf 15 PROPRIeM ANV 15 51DfCf f0 NOWPI%1,051.9. FOR 15E 6Y CLIENf PNn M51GNAieV MCIGIEN5 ONLY. OFFICIPL PLAN513Y,1AVIER 0%5R05, G,E. MH RM RA %I2 LPL OR MMV 5fAMP W11H 006INAL 516NAM,
Exist q rooter
3 " Mm.
Ne Concrete
rooter
L
68' Min
5 L,ebar WO Min. 611—j`
Penetrabcn Into Exiam rooter
With Concrete Ep @ 16" O.C.
Imy
6" Mln, i *I
-L 6" Min.
FoAcr Anchor Petal FAPI
III =I'
8'5 UC O ON WALL (2) fAPCON
OIZ EQIAVUW
SEE Ty" POOP OFENING
DE1A '01?. VEn AI 5PACING
I'm 1900K f0 PUCK
PER MWAC LITR
5PECIFICATION5
WOOF 1AVW, fsUCK
y"6w,v
ON IX3 P.T. W.
FLING s aP5 DUCK Mf& FOB ROOF'
YZ" 1 I'
8")(6" Filled Cell In
kmmq Pend Mas q Wall Sn
WP1i One (1) Ve FICA Fa An Celli With
# 5 L+N (aade AO r 3000 P51 Concrete
LoJ
block Pebil - P121
Nf5
beam 19avirAkn:
cm4v c Keinforced Concrete Peam5 U51rq Pre'Ca5t All Pre -Stressed Concrete
LW15 ( "Ca5t-Crete" on Eq.) & 51;andxcl Ma5wq IimBh
Nanind
Hecht \ Mmber OF # 5 Pars at
Nome \` /Pottan Of Llrtel
W '-BF16-I13/ 1T
i\ N6miber Of # 5 Pars
Filled Or At fop Of Lintel
Unfilled
5NEARW&I,
Pla to shm:
I. 51gabve and seal of denim professloral
2. Code and edtion for 6e5im
3, Ve5l* bask Wind speed (if apOkAk)
k. Neioyit abaae nand (if applk% c)
\7
tb
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pr�
o�
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'MI5 VOCUMENf l5 PRgffl fM AM715 5W,fCf fO NON-Pl5CL05U. FGK USE 6YCUENf ANi9 M51GNASt2 MCIPIENf5 OM.Y. OFFICIAL PLAN5 f3YJAWl? CI9VO5, F.E. MLIX HAVE RN5617 SEAL GK UIXlZ 5fAW WfH OWINAt %NAM.
t•
T
L
t`
0
ro
N
\
Provde Cast Until Or ''-` ._.. to shay: 26 Gage Coastal 5V Crimp Roof Panel In5tiled Over Mmimnn Ors Layer of 30# Felt or All
Par 5dld 8" Deep (Mo.) f4pical Concrete I. 54k4ore and seal of design professlad Climate Sdf-Acbermg L4ideiia4ment W/ Min. 4" 51& Laps And 6" Erid Laps Over 9" CTJX
At Each Dour Openlrq Band Beam 2. Cade ad edltvn for dezkf Ny" r Exterior 6radc APA PI oo
�. Design bask wmd speed <If appincalte) 2 4w'd In-,Wled Pe rpcmdlalar fo iite Roof• Frammq W/ End Jomts 6 .
4. Nek t ab� a Pamd (If app kab e) �C�s 5tzggered. Nail to fmu 5 W/ 8d Pm Shank Natls Min, 6" O.C. iisagha6 hid Gable • U
erids Shall Be Nailed W/ I0J Common, Galvanized Nab @ 4" O.C. C \ c
See Detail TR-I fcr truss Gh r„�s Arj ra•e� a� -X., v
# 6 Reba (aa74ne to ta55 connection Up, j
Lap Steel 25" Min. D-Ib x 2 a' Flat - - - - - - 12 IJse aved F4mcaie I:eslstarit N
Head Tapca IX4 Vv1W, Dracinq M Batt or 4 APpr J '
@ 14" O.0 Max, @ 8" O,C, Qown Ins dati n Truss Andes @ Each End Of Al
Concrete
Trusses Installed Per MPG'5ln5tructon5
Dlak Wall I N v
Almnuum Drip Edge' .,
l Vxle I I115tall %" 4,0 Y V `13 a0
V les q" X 6" On fru55es 2X6 Sub Fascia
Weed Buck 11
I' Band Bean 8" Cont. With One
2.5" Min. Edge SX8XI6 # 5 Grade 40 Rebar Lap Vinyl Fasc a & Vented
1 Distance ( fypJ I Caerete Aromd Ca. 25" Min And Ovednang 5ofik
T. (iypJ Grad 5dld With Coe,
--------�---------------------- -- --1 \Pre-Caal,mtd5
Bottom of 1 a over Each Opemrq
Fatter �O - 4
12
------------------- ExlStmgNeel
fyplcal Opening In Block Wall Detail Scale: Nf5 a y5w=O Exteriorcement
Plaster lnnee Coat Wait ] 'V
NOTE: TIME IN5f&LATiON OF GLAZING WOTE0101\1 MVICE HA513MN o Over Cast In -Floe O �
CONSInEIt7 IN 1NE f7E51GN OF THE SUpf'Op1 S1PUCIUFE Precast Concrete of 0,625 v
'+ `:.'�. Irehe5Exdu5NeOFTexture
Provide CaetLmtd Or lbplr� Concrete
Eastaq Truss With Marblecrete- Flnl5h �
Par 5did 8" Deep ( Min) O
Pt Ead Des Bond Bean
open � MXI6 Colo Block �
M d O
- - — -- - r 24" Ovc&-m ° O
�-_- -- -- --i N
# 6 Reber (aade 40
Lap Steel 25" Min. V
Vale
Existing Heel (fypJ #SRebaEpoxy5et6"Into Exi5tmq p
i n g lid New Block. Place 3 From Bottom And fop �
Concrete Height Detail 0 space Every 16" O.C, Thereafter
Block Wall Provide Cast Low or RI 4 - 1 P] -�
Par 5dld 6" Form/ Pa Mln, 31 L
O 0
Lap Stee 25" Min.RI 6X6/ IOXIO W,W.M
- -m 5ee Detail rml to connect 4" Cac, `� WA Fiber Mix
- -.-- - - - � _— fop Of Proposed 51ab N
ezistmq slab to new slab I Exlstmg Finish Flar Elevatia O \
8X8XI6 v SL
1 Concrete : •: ;; .,. .q• C I) #5 Rebar In Grated kA
fo ock (fypJ I Vertical Cell Lap 5ted A _O
-------------I----------6 MJL Vis p- --L-- ----- eer, 25" Min.-
- - ^r a :
- - Davwm OF Lap I2" Taped At Jo**
Fovter I, Termite Treated FBI I ':• . ' N
2. Compaction To Min. of 957 , \ O `U
-------------- — — — — OfASTMDI667Max. Deneiti a 20"Y TYPICAL BEARING WALL _� � \
fyplcal Knee Wall netall #� Re bedar 29 e 40
� steel zb" Min.
Scale: N15 3, Min. Compaction Density (3) # y Reba Grade 40 SECTION DETAIL W 1
Shall De 3000 P51 Cat, 25" Lap g„
NOTE: THE INSTALLATION OF GLAZING p�0fEC110N t7EVICE NA5 C3EEN AramdOut5ldeCaners 4 - 1
CON51f?Ei,�l7 IN fNE M516N OF TIC 5UPPOK 5TRUCT0
� iM5 DOCUMENT 15 PRDFREfPKYAND 15 51,31Ci i0 NON-DISCLOM. FOR IISE BY Q.IENf ANI7 DESIGNAfED MCIPIENfS OM-Y. OFFICIAL pdANS BY JAVIEK CIS,EROS. Pi. Mt15f NA4i RNkt7 SAL OR NDDER STAMP WYM L�IGINOL SICNAtU'�.
EL. U-O" AFF
TV. rIN. i
EL. O'
ir. FIN. RR,
EL. 0,011
rla to shay:
I. 54�bve"seal of de51M profeesbal
2. Code ad edom fm denim
3, I7os basic wind speed (if apoval le)
k, Nelajtt abo+e grand ( If appilcklc)
I.aSt I.�eya�lOn
Ib
� bn f t
V ~��^S Xik`.xyy'xr♦
.Rl. h �.
��}�
Ell�(�
a s f ! �,s , _ s KWE
MO,
i. f� .: S 'yt' 3 .s`fy4't ya �*fv+'i x , iy(�� t��� •'���.�.{� r .T-�i uv > 1 AU 1O 's e.' .1,��y,' ��"�z'.xa_`�1 .x' Fa. z'
�1
4 �r4' )« . � <V�xti^ �y %�yr � A ink � F Y•
'P�����^ e��ti�ah���f��
- - 1 a.�-s= r !.. �xsw �'1fi�l' f %e�.%fw:� p"� v �`'� .
North elevation
311
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fHl5 70Q1MENf 15 PROM fPKY M P 15 5W,ECf fO NON-015aO5N. FOR LIT 6Y CLIENf ANI9 M516NAt P REOPM5 OWY. OFFICIA PLANS 6Y lAN R CISV ROS, P.E. MllSi HAVE RA15E 7 SEPL OR R I3DER SfAMF NATN GpGINN S GVNI}�.
WINPOW & 1200V 5CH�PLU
OPENING
PROf/LCf
CONI71110N
WNp FRE5m5 (P5F)
MANI�ACiI R
N,O.A a FL
GLA55
ROUGH OPENING
QUMIfIN
FEW
APPROVED
Ib
ProAAApprwal
fn
HxW
METMOn OF AffKHMENf
W
W n"
P.eplace
46.1 / -50.0
50/ -50
GUAM Win"
15-0502.02
Glazed
40,5"_x 5q5"
6
Elm Ultramn, Embed I ', Min. Edge
Symms
nlstan e—� , Max �' Load Pearuq Shims
W2
Window
Remain
N/A
N/A
N/A
N/A
Glazed
N/A
I
N/A
W3
Window
P.eplae
qb,l/ 50.0
50/ 50
Custom Wuubw
5-0302.02
Gazed
52.5" x113.5"
I
Elm ult acon, Embed I ', Min, Edge
Systems
17istaxe 2 �', Max �' Load Dearirq 5h1m5
Wq
Wndow
P.eplace
46,I/ -50.0
50/ -50
Cu5tan Window
15-0302,02
Glazed
28.5" x 285"
Elm Utraa , Embed ', Min, Edge
545tem5
V15& nce 2 �" Max �' Load Dearlrq Shims
W5
Window
Replace
g6,1/-50,0
50/-50
tom
Cu5 Win"
I5-M2,02
Glazed
q0.5"x59.5"
EImL&Gaa.Embedl ',Mm.Edge
54�s
17istaice 2�", Max' Load Dearhq 511UfY
nl
19m
Replan
46.1/ -50.0
50/ -50
xxx
m
gazed
82.5" x 585"
2
xxx
172
P7
Remain
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
V5
qaa
Replace
q7,5/ 51.9
55/ 55
the ma Tr" 19cor5
FL10975,2
Glazed
82.0" x 75,25"
I
b KW fapran with Mtn. I �' embedment, See Gkxk
Petal fa a Irr 5pacirq
RI
Raf
Repla e
N/A
-156.5
Cdf Coast Supply &
Iq-0520.02
N/ A
N/ A
I
May. Spam Field @ 12" O.C., Perimeter and cane c
Mamfacbmirq, LLC.
6" O.C.
Single Strap t?atc
f?I
Plans to shay:
I. 54uhre M 5ed of des* professlaid
2. Code aid eAlm fa demur
3. Design bask wind speed ( If applicable)
He* ebme gaad ( if .04dle)
(8)a'xl2ill
5P5 5crew5
C7ML TP\-2
2) 51mp5on Hr50 rw15t Strap
For rru55 to truss Connection
Nr5
Straps Installed 5tra
wrapped over truss
Blocking
not shown
for clarity
Debar
may vary
n�r�It r
EMDEDOEv ..
TO MA50M
W5
Install Half Of Fa5tener5
@ each end Of 5trap
I o� o°
o
e�
I
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o0
00 0
o�p000
coo�ao
0000
� I
0
0
I4-I0d each Strap
Single Strap Dated For #990 I65 Uplift PML TP'1
51mp5on Mrs 5trong-rle
pl For Truss to Truss Connect
Nr5
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MV l5 ",fCT f0 N0N-Pi5a0519. FOR USE 6Y a EW MP <r5I6NASP RECPIEW5 ONLY. OFFICIA PLAN5 6Y-iAMeP CI%UOS. Ff.. MISTHAVE RP15E17 5EAL OR RWD R SrAMP WTH ORIGINPL 51GNAiW.
y"-I Aa9/ 8 "Stud,
XI, (1'-0" O.C.)
5V Insde Gown 1
# 10-12A" PH Woodecrew
(1'-0" OL.)
Moisture Darter
(N Others)
5V- C" Panel 1
5e4e Dead tape Seal
5V- Crimp X-Clo re
#9-16d" Wo"decrew - 5ee RPP Petard
5h4e Dead Tape 5celat
11" Nicie/Nip Carer
MoKtre Darner ( Dy Others)
f'oof - PIJ616 With Z PC -Lail
511 - 1'
5V-Crwp Panel
s
Roof - �ndlap netall
511 - I'
Poof - Gutter betail
51i-1'
Flans to4 w:
I, 54nabre ad ee 1 of desk prof slant
2. Code aid edium faccow
5. Resign bask wind speed ( if appltcMe)
\4. HebHt above ofand ( if applLable)
#9-16d" Woxlecrew
5ee Wr pew
Single Dead Tape Sealed
Moisture Parr&
(N Ohere)
9'-14x7/ 6 " Sint k
XL (11-0" 0,0
5V- Crimp Pad
5NIc Dead fare Sealant
5V "de Cloaae
5w4c Dead tape 5edant
#9-16d" Woadzcrew - 5ee RrP petad
111, Ride/Hip Co er
Moktuve Darter ( Dy Others)
goof - Pidge Pctail
#9-Idd" Woudzaew
5ee kip 17etad 5V Inside Gown
5c-4e Dead tape 5ealart. Moi5bmel Darner ( Dy Others)
5-- Crimp panel \ \ / L '2
"MN
5k4e Dead fax 5ealad
5V Inside Cl wre
#9-164" Wadscrew - 5ee ITT Petal
5l4e Dead Tape Sealed
U"Neral a4ter/ V7 epwt Strap
" z g' pop Rivet
I per Cut, Strap)
Da Gutter
�'-146/ 6 " Stitch
X6 (11-0" O,C.)
5V- Crimp panel
F'oof - Valleu f7AA
511 - 1'
Roof - Hip Petal
311 - I'
#10-12d" PH
Wccd5uew (1'-0" O.C.)
Moisture Darner _
(Dy Othere)
5V-Crimp Pad 1
goof- Fave befall
511 - 1'
5Me Dead tape 5ealad
5V Z-Goeu-e (YD
49-Ibd" Wood m - 5ee RPP Petal
5m4e Dead fape 5eala t
Moistre Darner (Dy Others)
II" Ridge/Nip Cover
#9-16d" Wooclecrew
5ee RPp PAM
� U
Smote Dead Pape Sealed
�1��-i�g�
` 5k4e Dead
�s
fape 5aalant
,1
G
yr
teat
#10-12d"pH
S �•
wooddwew 0'-0" O.L.)
e� o
#9-Ibd" Wocdsvew
7 fi
PastenLq pattern 5V-Crtrrp
goof - Fa5tening Pattern
kFF netad
311 - 1'
T
O
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S
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