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HomeMy WebLinkAboutR L & Bobbie 20030247m
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
T. A/c
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A�VIO
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t� REVIEM
FOR
REfI�YI®ey
PLANS AND
RMff
�(�/` M13B7BE KEPT ON JOB OR,
NO INSPECTION VALL BB MAOL
Jo / Snl i tr(JzsS 37xS4'��
sl j� '$t ...... ,....�,.a.,.�,. - SCALE: IJ� s'3 APPROVED BY: DRAWN83Y
1� w3/A Xb/� 3++1{,..f .....�-I W4i5:' �'FJ1UC' jjOP{{. DATE: REVISE
C�
SJ -OR-0� �. tset2dJ r '�' ...57 Tn --m�-
DRAWING NUMBER
11 1�
2 X F-T. MAY t
4�-1 Ff.
NEE � R15E°�5 ANO �REP�
VARIES TO CODE
NOTE! z RSSERS AND TR8�0
NO T LESS THAN 2
OR MORE THAN 2` "
7 its TO 7374 AX
+� PEP. `GOOF. • _. .
'ZX 2ALUM
.093
PAUL WELCH INC.
1984 SW BILTMORE ST., SUITE 114
PORT ST. LUCIE, FL 34984
h_
'M
Negative Dmign Loads based on Comparative Analysis (pst.)
Negative Design Loads based on Class Toble (Toble 35-E)
Window
Ne" hts
Window
19.125
Widths
26.500
37.000
26.000
79.34
79.34
67.12
38.375
80.00
80.00
68.54
50.625
80.00
80.00
69.41
63.000
80.00
80.00
69.84
76.650
W60
60.80
60.60
Positive Design Loads based on Comparative Analysis (psf.)
Positive Design Loods bored on Woter Pressure.
Window _ Window Widths
Mi is 19.125 26.500 37.000
26.000
55.33
55.33
55.33
38.375
55.33
55.33
55.33
50.625
55.33
55.33
55.33
63.000
55. 3
55.33
55.33
76.000
55.33
55.33
55.33
P
�
NOTES.
1.) REFERENCE TEST FTL-1143
2) DESIGN. +55:3 PSF
-60.6 PSF
NEW N.O.A.1 98-0223.08
AMCu u A$ DOSPIYem wrfN n¢
SDM 1102JA{ Binpt4
DAT 8VlM y�
ev %Y 19 k=
• FROD E
Hit oq*,w
BBBDlb�F C0y
. 4CCEPiAxCE N0.
�� 1� IASS �y
JAL essnr technol
rw.. •w Mai. ..+.. ear.r� wr � w
MOW*
rm A 400 FTL-1 143 1s 4 a 5
/%� a.�. COMPARATIVE ANALYSIS
P.O. BOX 159A D.B. 10 19 s8 _
r'' �� Ix NOKOMIIS, FL? 34274 B 423 B
7,h
g� .
Apfg Eo As CO MUS W" M
Serra ROMA suoM E
wl �
QY
0. lxvis:
sulLo a CWE fAl11lW�LE,OfiICf.._
�CCEPiIIltti NO.��"•
'progressrre SStechndogy
r.r.�w�nrrweo
AN " 400 .� SECT. 3 d 5
Via -
SECTION VIEWS
P.O. BOX 7 529 . ':
. T B S NOKOMIS, FL. 34274 r423 J'B
DESCRIPTION
V.T. #
AVENDOR
VENDOR `
SLIDE BAR
64124
ALUMAX F-4124
RM LINK
60115 •
ALUMAX AF-115
GUIDE
42003
VINYL TECH P.G.T.
ASS'Y RIVET
7VT33M
UNIVERSAL RIVET 11.525EG
ASS'Y RIVET BUSHING 142001
IVINYL
TECH P.G.T. k
LOIPK RIGHT LEFT
66398 JALUMAX
AF-6398
K 160115
IALUMAX
AF-115
26
1 #10 x 114 Ph. Pn. SMS .
7PPBB
MERCHANTS FASTENERS
', �':
27
SASH TOP RAIL
67746
ALUMAX
—7746
28
SASH BOTTOM RAIL
66395
ALUMAX
F-6395
29
SASH BOTTOM SILL
66614
ALUMAX
'
4F•-6614
30
SASH SIDE RAIL
66396
ALUMAX
AF-6396
31
WSTP. — VINYL BULB
66601 -
TEAM PLASTICS
4 6-1
6ZM [��'_s1
TORQUE BAR
ASS'Y.
Ta
4�
rrcrt.• zt
"u I'm t5 USED TO IN mm Mw ESS
.4.ssmBtr TO f"Imr--
• HARNESS ASSEMBLY
ULL TABS
70409K
TEAM PLASTICS
TP-482
RAM£
61011
FLORIDA SCREEN
-
'1011
ORNER
41903
VINYL TECH P.C.T.
'TRETCH CLIP
7VT65
CIBCO IND.
5
PPG. LOF
ING BEAD
165107
IFLORIDA SCREEN
05-107
_
4
At'p6 M Rq,CCiflTem'IRRI 1w
R°' !mew
n
BUmm �coretxfrcE'HiKE
1
E�st�teando9y
400
t—ELEN
�».e 2 d 5
ELEVATION. VIEW -
VEN.7
D.B.
'
N. T. S
P.O. BOX 1529
NOKOMIS, FL. 34274
i
423
""`
B
r
y.
•
t
j 6
ti
'
E SHEET 2
Q'
TEM
DESCRIPTION
V. T. #
VENDOR
VENDOR ,
a
1
FRAME .HEAD
66391
ALUMAX
AF-6391
2
FRAME SILL
66392
ALUMAX
AF-6392
6
3
FRAME JAMS
66393
ALUMAX
AF-6393
6
4
8 x 3 4 Quad Pn. SMS
70834
FASTEC
5
WSTP. - VINYL BULB HEAD VENT
66601
TEAM PLASTICS
466-1
6
WSTP. - VINYL BULB JAMB
66606
_TEAM PLASTICS
466-6
C
7
WSTP. - VINYL BULB TORQUE BAR
66605
TEAM PLASTICS
466-5
8
6 x -5 16 Ph. Pn. SMS
7PPBA
FASTEC
9 '
TORQUE BAR SHOULDER BOLT
7VT40X
UNIVERSAL RIVET
—
10
10 x 1 4 Ph. Pn. SMS
7PPBB
FASTEC
11
TORQUE BAR BUSHING
42002
VINYL TECH P.G.T.
C
12
VENT ASSY.
VINYL TECH P.G.T
c
u
13
OPERATOR ASSY.
70PR
TRUTH HARDWARE
2AW00
14
TORQUE BAR ASSY.
VINYL TECH P.G.T.
15 10-24 x .500 Ph. Pn SMS
7PPFF
FASTEC
u
NON -IMPACT WINDOWS'
1.) GLAZING: OS9 ANNEALED
_
2.) CON11GURATIONS: X.X,X,X,X
F
3.) ANCHORS:
r
NO ANCHORS IN SILL
-
WK. 4" FROM EACH CORNER (HEAD)
-C
'MAX. 5 112' FROM EACH CORNER (4WBS)
AM SPACING ON HEAD: 24.000
Ma. SPACING ON JAMBS: 16.250
4.) SHUTTER REQUIREMENT:
SHUTTERS REQUIRED AT ALL INSTALLATIONS.
Q
6
_
'
APff,M AS tXWVIC WIR 171E
F
u
.
SWry:1GRIDA iUMDYC CODE
gu
Li
CODE CCYPEiEMCf OHICf..
_.
.
+kcinmcF m p �_
•
IprogressiNe S LAtechnology
u
C
.
■.rdm. .vo— ..�e..aL.w....r tee.
-
c"W400
— ELEY -- 1 �+ 5
ff
u
�1�"'..
ELEVATION
VIEW --
FRAME E
�
�B'
19 9S
s�
N�
. T.
Ad*— P O. BOX 1529
NOKOMIS, FL. 34274 .
'�
B
"°
42.J
R..•,
B
u
_
I•
.
1.250
1.250
f
x wow t :.+ 1.250
2 x WOOD
4�
BUCK I I
BUCK
n
• . -
I I
3/16!P'. N
r�.25
We : ° • 110 PANHEAD
. OR
'
� I (
I
1/4' TAPCON
4
112 PAN14EAD
.250
AFAR.
.250
MAX,
,250
1 x WOOD
BUCK
250
2 x WOOD
BUCK
3/16' TAPCON
110 PANHFAD
OR
OR
TYP. JAMB
TYP. JAMB
1/4' rAPCON
ee 112 PANHEAO
= TYP. HEA
TYP, HEAD
3/16TAPCON
OR -:' •
TAPCON
110IPANHEAD
OR
.1/{'
112 PANf1EAp
WOW AS CDWLYWC TK
1' .250
UAX
WIN
SCUtM RCRiDA BIIIlD1116 co!*
1.250
7A-
1.250
ON
GWLDiRa CODEMRlU1G�DFFNE:•
\ 2 X WOOD
-
{'_ TYP. SILL
+ ;
BUCK
%r + lechoolo
progressive4�i�
Fm
rrrr...►YM�.
-•a.r.a �r.w.r.
P. SILL
/�
� 114
—
TOO ANCH. ' 5 a
mum W.
°
ANCHORAGE -
D.B.
1°�b
19 9
�j'�
ix
P.O. BOX 1529
NOKOMIS, FL. 34274
B
423
1 f
STI?I�CTIlRES,VVII"H lN�O.� ALl,1R!!INUM. FRAMING COMPONENTS. f SECTI.QN 4
2 x 6 FLOOR JOISTS FASTENED TO
DOUBLE 2 x 8 GIRDER WITH
SIMPSON H-2.5 HURRICANE
ANCHORS AT 16" O.C.
CONCRETE BLOCK PIERS AT 8',0"
O.C. CONSTRUCTED ON 4 x 16.x 16
CONCRETE FOOTING PAD, -CELLS
POURED SOLID WITH (2) #50 BARS
AND (1) SIMPSON H-6 ANCHOR IN
EACH CELL FASTENED TO DOUBLE
2 x 8 GIRDER
b
3/4".PRESSURE TREATED PLYWOOD OR
2 x 6 PRESSURE TREATED DECKING
CONCRETE BLOCK OR TREATED WOOD
PIERS AT 8'-0" O.C. '>
FOOTIN&TO DECK CONNECTION SECTION A -A
SCALE: 1/2" = V-0
CONCRETE BLOCK PIERS @ 8'-0" O.C. 3/4" PRESSURE TREATED
PLYWOOD OR 2 x 8
CONSTRUCTED ON .4 x 16 x 16
CONCRETE FOOTING PAD PRESSURE TREATED
DECKING'
AUGER @ EACH PIER FASTENED TO 2 x 8
GIRDER W/ FLAT STRAP
2 x 6 FLOOR JOISTS FASTENED TO
DOUBLE 2 x 8 GIRDER W/ SIMPSON H-2.5
HURRICANE ANCHORS @ 16" O.C. OR 2" x
6" JOIST BUCKET
t,.
ALTERNATE FOOTING TO DECK CONNECTION SECTION A -A
SCALE: 1/2" = V-0"
(2) SIMPSON H-5 CLIPS OR EQUAL
DOUBLE 2" x 6" P.T.P. WITH 3/4"
PLYWOOD (PT) SPACER NAILED
WITH #16d COMMON GALV. (2)
EACH 16" O.C.
CENTER OF GIRDER B-B
SCALE: 1" = V-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (9D4) 767-4774
FAX (904) 767-6556
SEAL
PAGE
© COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 105
STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS SECTION 4
TO WOOD DECK OR BEAM
ALTERNATE POST: 4" x 4" P.T. T4T FOR ALUMINUM ROOF
A- VIRGIN SOIL © O
B 16"x16"x4" CONC. PAD
♦ A /C - 80 LBS." 2500 PSI CONC.
D = REPLACED SOIL (SEE PORCH POST
CONNECTION DETAILS)
E- 1/4" x 2.1/4" EXPANSION BOLT
(2) EACH PER BASE ISOLATED FOOTER
SCALE: 1/4" =1"
GIRDER OR PERIMETER JOIST
1/16" x 3" x 3" ALUMINUM CAP ON ALUMINUM POST AND
1/16" x 3" x 6" PLATES W/ (4)'#10 x 1/2" SCREWS INTO
ALUMINUM EACH SIDE. (2)1/4" x 1 1/2" LAG SCREWS
INTO WOOD USE SIMPSON BC4 POST TO GIRDER/BEAM
TO CAP WOOD POST W/ MFG RECOMMENDED SCREWS
3" x 3" ALUMINUM POST OR 4" x 4" P.T.P
POST IN GALV. POST ANCHOR AND
41/4" x 1/2" S.M.S. FOR ALUMINUM.
2 1/4" x 1 1/2" LAG SCREWS FOR WOOD
(2) #5 BARS EACH WAY 3 1/2" SLAB
o'
ea do '
MAXIMUM UPLIFT
n "
-- 16" MIN. 24" x 24" 978#
30" x 30" 1,388#
POST TO SLAB DETAIL.
SCALE: 1/8" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (9D4) 767-6556
SEAL
PAGE
© COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 103
-SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS
FRAME AND ALUMINUM, WOOD OR ALUMINUM FRAME
SCREEN, VINYL OR GLASS HOST STRUCTURE
WALL
5/8" PLYWOOD DECKING FACE
GRAIN PERPENDICULAR TO
� JOIST
MK)r
FOR LUMBER COLUMNS \
ANCHOR W/ GALVANIZED
POST
3-1/2" CONCRETE SLAB
TYPICAL WOOD DECK
1. ALL WALL FRAMING 16" 0. C.
SCALE: 1/8" = V-0"
(EXCEPTION: 24" O. C. FOR
WOOD STORAGE ROOM)
2. PIER POST CAN BE BOLTED
TO SLAB OR CONTINUOUS
O
° °
-
FOOTER OR HAVE ISOLATED
°
CONCRETE FOOTER EACH
PIER (SEE DETAIL)
- - -
3. CENTER STRINGER REQUIRED
IF DEPTH OF DECK EXCEEDS
4 0'-0"
4. HURRICANE ANCHOR EACH
JOIST TO CENTER STRINGER
5. DECKS OVER 30" IN HEIGHT
ABOVE GRADE HAVE A GUARD
RAIL SYSTEM (SEE SECTION 6)
LEDGER SUPPORT DETAIL
SCALE: 1/4" = V-0"
CENTER LEDGER PIER
KNEE BRACE REQUIRED FOR
HEIGHT OVER 4'-0"
2 x 6 JOIST HANGER EACH
END
BRIDGING @ 48" 0. C.
4" x 4" PRESSURE TREATED
PINE OR3"x3"x0.090"
ALUMINUM
3/8" x 5" BOLT
LEDGER SUPPORT
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (W4) 767-4774
FAX (W4) 767.6M
SEAL
PAGE _
© COPYRIGHT 1999
96 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.
I
STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS SECTIoK
E. P. S. WALL PANEL
314" PLYWOOD DECK (OPT.)
5/4" x 6" OR 2 x 6 DECK 1-1/2"x 3"x 0.060" RECEIVING CHANNEL.
#•10 x 1/2" S.M.S. @ 6" O.C. MIN.
BOTH SIDES
2" x 6" OR 2" x 8" LAG SCREW SEE TABLE
@ 16" O.C.
ALTERNATE DOUBLE STRINGER
FOR CANTILEVER OVER 3'
FROM MAIN STRINGER
COMPOSITE PANEL WALL TO WOOD DECK
ALUMINUM POST SEE TABLE SCALE: 1/4" = 1 ^
3/4" PLYWOOD DECK EXTRUDED ALUMINUM BASE
CORROSION
RESISTANT THRU-BOLT
PER SCHEDULE
U-CLIP
2" x 6" OR 2" x 8" LAG SCREW SEE TABLE
@ 16" O.C. 4*
ALTERNATE DOUBLE STRINGER
FOR CANTILEVER OVER 3'
FROM MAIN STRINGER
TUBE COLUMN=ggS'EzSCHEMATIC INTERNAL BASE
SC
3/4" PLYWOOD DECK `JL'KEWS SE.
1" x 2" CHANNEL LAGS CREWS SEE TABLE
1
MINIMUM
1/2" LAP
2"x6"OR2"x8"
@ 16" O.C. ALTERNATE DOUBLE STRNGER
v FO-,R CANTILEVER OVER 3'
- 'FROM MAIN STRINGER
--SPACE?✓1%4" = 1"
r
Lawrence E. Bennett, P.E.
CIWL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA- FL 32121
TELEPHONE (904) 767.4774.
FAX (904) 767-6556
SEAL
NOT TO BE REPRODUCED IN WHOLE OR IN.P i'
ART W iNOUT THE WRITTEN LAIYRENCE PERMISSION OF PAGE_ .
E. BENNETT, P.E.
99
SECTION.4 STRUCTURES WITH WOOD & ALUM INUM;F:RAMING COMPONENTS
FRAME AND ALUMINUM, WOOD OR ALUMINUM FRAME
SCREEN, VINYL OR GLASS HOST STRUCTURE
WALL 5/8" PLYWOOD DECKING FACE
GRAIN PERPENDICULAR TO
. � I JOIST
V Th,
,CENTER LEDGER PIER
FS+.
KNEE BRACE -REQUIRED FOR
FOR LUMBER COLUMNS
HEIGHT OVER 4'-0"
ANCHOR W/ GALVANIZED
2 x 6 JOIST HANGER EACH
POST
END
3-1/2" CONCRETE SLAB
TYPI' �ALIVOOD DECK
BRIDGING @ 48" O. C.
1. ALL WALL FRAMING 16"'0. C.
S E: 1/8" = 1'-0"
(EXCEPTION: 24" O. C. FOR
WOOD STORAGE ROOM)
2. PIER POST CAN BE BOLTED
o 0
TO SLAB OR CONTINUOUS
o o
FOOTER OR HAVE ISOLATED
°
4" x 4" PRESSURE TREATED
CONCRETE FOOTER EACH
PINE OR 3" x 3" x 0.090"
PIER (SEE DETAIL)
_ _
ALUMINUM
3. CENTER STRINGER REQUIRED
At
IF DEPTH OF DECK EXCEEDS
�=
3/8" x 5" BOLT
a W-0"
4. HURRICANE ANCHOR EACH
JOIST TO CENTER STRINGER
5. DECKS OVER 30" IN HEIGHT
ABOVE GRADE HAVE A GUARD LEDGER SUPPORT
RAIL SYSTEM (SEE SECT ION 6) LEDGER SUPPORT D ,- IL
SCALE: 1/4" = V-0"
Lawrence,, . Bennett, P.E.
CIVIL ENGINEEIV DEVELOPMENT CONSULTANT
P.O. BOX 4308, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556 -
SEAL
PAGE
© COPYRIGHT 1999
96
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.
SCREEN, VINYL & GLASS ROOMS SECTION 3
COMPOSITE ROOF PANELS: RISER PANELS: (3) #8 x 1/2"
(4) 1/4" x 4" LAG BOLTS W/ S.M.S. PER 12" PANEL
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES (WALK-ON) ,
I
f v I \ HEADER ATTACHED TO PC
2" x 2" OR 2" x 3"++HOLLOW W/ MIN. (2) #10 x 1-1/2" S.M',
1 A IN SCREW BOSSES
CHAIR RAIL AND KICK PLATE 2" xx 2", 2" x 3" OR 3" x 2" "
2" x 2" HOLLOW RAIL HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS
CHAIR RAIL ATTACHED TO
POST WITH MIN. (2) #10 x
1-1/2" S.M.S. IN SCREW
POST ATTACHED TO BOTTOM BOSSES
W/ MIN. (2) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM
EXISTING SLAB MAY BE USED RAIL
IF IT IS IN `GOOD CONDITION
AND IT IS APPROVED BY THE .
BY THE BUILDING OFFICIAL
(1) HILTI 1/2" x 3-1/2" KBII- ' < •4.
BOLTS APPROVED FOR 665# 4
UKIFT W/ STD. PLATED CUT
STEEL WASHER
(1) 3/8 BOLT FOR 3" POST (2)
3/8" BOLTS FOR 3" x 4" POST
-TYPICAL UPRIGHT_ DETAIL
SCALE: 1/4" = 1"
1/4" x 2-1/4" MASONRY
ANCHOR @ 6-.FROM EACH
POST AND. 24" O.C. (MAX.)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 8
C
48"
FOAM - 1.0# DENSITY E.P.S.
ALUMINUM 3105 H-14 OR H-25 ALLOY
PATENT # 4,769,963 AND 5,086,599
SNAP - N - LOCK PANEL @
SCALE: 1/4" = 1"
Structall .Building Systems Inc. Snap & Lock ®Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
Manufacturers Proprietary Products: Lam'
4" x 48" x 0.019" Panels
Op en Buildings
Enclosed Buildings
Wind,
Re ion
Applied
Load
Overhan Condition
Wind
Re ion
Applied
Load
Condition
NONE
1'-0"
2'-0'-
3'-0"
NO'-0"
T-O"
3'-0"
102 M.P.H.
17
16-11"
16'-1"
16'-6"
17'-1"
102 M.P.H.
29
12'-2'-5"2'13'-8"110
M.P.H.
20
14'-9"
14'-10"
15'-3"
15'-11"
110 M.P.H.
35
1V-1'-4"
tOverhan
11'-10"
12'-8"120
M.P.H.
23
13'-9"
IT-11"
14'-4"
14'-11"
120 M.P.H.
41
10'-0'-6"
11'-0"
11'-11"125
M.P.H.
28
12--11"
13'-1"
13'_6"
14'_3„
125 M.P.H.
45
9'-10'-0"
10'-7"140
M.P.H.
32
11'-8"
11'-10"
12' 4"
13'-1"
140 M.P.H.
56
8'-1'-0"
9'-8"
4" x 48" x 0.024" Panels
Op en Buildings
Enclosed Buildings
Wind
Region
Applied
Load
Overhang Condition
Wind
Region
Applied
Load
Overhang Condition
NONE
1'-0"
2'-0"
3'4"
NONE
1'-0"
, T-O"
3'-0"
102 M.P.H.
17
17'-11"
18'-0"
18'-4"
18'-11"
102 M.P.H.
29
13'4"
IT-10"
14'-4"
14'-11".
110 M.P.H.
20
16'-6"
16'-8"
17'-0"
17'-7"
110 M.P.H.
35
12'-6"
12'4"
1 13'-1"
13'-10"
120 M.P.H.
23
15'-5"
15'-7"
15'-11"
16'-6"
C120•M.P:H s
----41--
11'-T-2
13:-0''
125 M.P.H.
26
14'-6"
14'-8"
16-0"
15'-8"
125 M.P.H.
45
11'-0"
11'-Z'
11'-9"
12'-7"
140 M.P.H.
32
1TA"
13'-3"
13'-8"
14'-5"
140 M.P.H.
56
9'-11"
1U-1"
10'-8"
11'-7"
4" x 48" x 0.030" Panels
Op en Buildings
Enclosed Buildings
Wind
Region
Applied
Load
erhang Condition
Wind
Region
Applied
Load
• erhang Condition
NONE
I 1'-0"
2%0"
3'-0"
NONE
1'-0"
2%0"
3'-0"
102 M.P.H.
17
20'-8"
20'-9"
21'-1"
21'-6"
102 M.P.H.
29
15'-10"
15-11"
16'-4"
16--11"
110 M.P.H.
20
19'-1"
19'-2"
19'-6"
19'-11"
110 M.P.H.
35
14'-5"
14'-6"
14-11"
15'-T
120 WPM.
23
IT-9"
IT-11"
18'-3"
18'-9"
120 M.P.H.
41
13'-4"
13'-5"
13'-11"
177"
125 M.P.H.
25
16'-8"
16'-10"
IT-2"
IT-9"
125 M.P.H.
45
12'-8"
IT-10"
13'-4"
14'-1"
140 M.P.H.
32
15'-1"
1 15'-2"
15'-7"
164"
140 M.P.H.
56
11'-5"
11'-7"
12'-1"
12'-10"
Note: Total roof panel width = room width plus wall width plus overhang.
�TRUCTALL• Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
360 BURBANK, OLDSMAR, FL 34677-4906 TELEPHONE (904) 767-4774
LOCAL (813) 855-2627 FAX (904) 767-6556
NATIONWIDE 1 800-969-3706
F� C (8�3` 8 ,4-?.802 L
,, _. .�..
LGE '
© COP'YRIGHT 1999 H F'
NOT TO'BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 95
SECTION 8 ALUMINUM FRAMING COMPONENTS
A = 0.24 in .2 A = 0.50 in.'
1.00" WT = 0.28' p.l.f. 1.98" �` WT = 0.57 p.l.f.
I i Ix=0.14in.` I I Ix=0.28in.°3
Sx = 0.18 in.
Sx = 0.37 m.
0.044" q 6063 - T6 CO
0.055" �- a? 6063 - T6
1" x 2" x 0.044" OPEN BACK SECTION 2" x 2" x 0.055" PATIO SECTION
SCALE: 1/4" = 1" SCALE: 1/4" = 1"
1.98"1 A=0.32in.2 1.98"1 A=0.64in2
WT = 0.37 p.l.f. WT = 0.74 p.l.f.
Ix = 0.18 in. ° Ix = 0.75 in.'
00
0.032" + q Sx = 0.24 in 3 0:055" + c Sx = 0.70 in 3
0
6063 - T6 6063 - T6
2" x 2" x 0.032" PATIO SECTION 2" x 3" x 0.050" PATIO SECTION
SC�1"
SCALE: 1/4" = 1"ALE1/4
1.98"I A=0.36in'
2 A=0.75in2
WT = 0.41 p.l.f. WT = 0.86 p.l.f.
co Ix = 0.19 in
.4 + c Ix = 1.53 in.4
0.036" 'i- °' Sx = 0.26 in' 0.055" q Sx =1.07 in' '
6063 - T6 6063 - T6
2" x 2" x 0.036" PATIO SECTION 2" x 4" x 0:050" PATIO SECTION
SCALE: 1/4" 1" SCALE: 1/4" =1"
_...... 2.60" .
1.98". A=0.42in2 A=0.61 in .2
WT = 0.49 p.l.f. a WT = 0.69 p-I.f.
" Ix = 0.23 in." + c Ix = 0.77 in.'
0.044" + °�' Sx = 0.31 in.' 0.044" �' Sx = 0.69 in.'
6063 - T6
6063 - T6 �k
2" x 2" x 0.044" PATIO SECTION ',1- 2" x 3" x 0.045" PATIO SECTION
SCALE: 1/4" = 1" SCALE: 1/4" =1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
` P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL. - L
r, 'PAGE
© CCYRIGHT 1999
196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E: SENNETT, P.E.
SECTION 9
•
.
C
FASTENERS
• Allowable Loads On"Screws And Bolts
(As Recommended By Manufacturers)
Self -Tapping and Machine Screws Allowable Loads Tensile
Strength 55,000 psi; Shear 24,000 psi
Metal to Metal
Screw Diameter Shear (Ibs.) Double Shear • Pull Out
lbs. lbs.
334 668 167
1/2" 4 ply 1 5/8" 4 ply 1 3/4" 4 ply
Pull Out, Pull Out Pull Out .
Screw Diameter Shear (Ibs.) Ilk- , Shear (Ibs.) r,,,� Shear (Ibs.) „h. I
Wood Lag Screw Loads
llatinn Snutham Pina S_G__ 0.55 or Enuivalent 1-1/2" Thickness
Screw Diameter
Shear (Ibs.)
Double Shear
Withdrawal
5
721A�..�.-_
---35 ~
624
8
240
480
712
Concrete Screws And Bolts In Concrete, Brick or C.M.U.
/Emhedment Must Re a Minimum of 1-1/2" Thickness With 1-1/4" From Edael
2,000# Concrete
3,000# Concrete
Screw Diameter
Tension (Ibs.
Shear
Tension (Ibs.)
Shear
4
75
319
825
352
5
175
818
1,184
898
OW-6- ,fl--
-- 11_.1,44 —
77-1.443-? -
=1 776
1;$03 ,
Aluminum Rivets with Aluminum Mandrel"
Screw Diameter
Tension (Ibs.
Shear
129
176
5
187
263
31151,
262
37
Aluminum Rivets.with Aluminum Mandrel
Screw Diameter
Tension (Ibs.
Shear
210
32
5
340
1 490
3
445
1 720
a
Screw goes through two sides of members.
• " All barrel lengths; Celus Industrial Quality. Use manufacturers grip range to match total wall thickness of connection.
Use chart. To Select screw U.S. rivet substitution of anchor specifications in drawings.
t:
Lawrence E. Bennett, P.E.
e CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
r a
-PA1=iE . i ., -' .. tia .*cur_
a.. C'JPYF3iGHT ib99
204 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
FASTENERS SECTION 9 '
IIEMBM FASTENERS FOR ENCLOSED BUILDINGS / LOADS / ROOF AREAS
Maximum Allowable - Load and Attributable Roof Area 120 MPH Wind Zone (41#/Sq. Ft.)
(For Wind Recions other than 120 MPH. Use Conversion Table 'at Bottom of this page)
CONNECTING TO: WOOD for ENCLOSED Buildings
Fastener
Diameter
Length of
Embedment
Number of Fasteners
1
2
3
4
1/4"o
1"
264# - 6 SF
528# - 13 SF
792# - 19 SF
1056# - 26 SF
1/4"o
1-1/2"
396# - 10 SF
792# - 19 SF
1188# - 29 SF
1584# - 39 SF
1/4"o
2-1/2"
660# - 16 SF
1320# - 32 SF
1980# - 48 SF
2640# - 64 SF
5/16"o
1"
312# - 8 SF
624# - 15 SF
936# - 23 SF
1248# - 30 SF
5/16"e
1-1/2"
468# - 11 SF
936# - 23 SF
1,404# - 34 SF
1872# - 46 SF
5/16"o
2-1/2"
780# - 19 SF
1560# - 38SF
2340# - 57 SF
3120# - 76 SF
3/8"o
V
356# - 9 SF
712# - 17 SF
1068# - 26 SF
1424# - 35 SF
3/8"o
1-1/2"
534# = 13 SF
1068# - 26 SF
1602# - 39 SF
2136# - 52 SF
3/8"o
2-1/2"
890# - 22 SF
1780# - 43 SF
2670# - 65 SF
3560# - 87 SF
CONNECTING TO: CONCRETE [Min. 2,500 psi] for ENCLOSED Buildings.
Fastener
Diameter
Length of
Embedment
Number of Fasteners
1 2 3 4.
TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalent)
3/16"o
1-1/4"
343# - 8 SF
686# - 17 SF
1029# - 25 SF
1372# - 33 SF
1/4"o
1-1/4"
512# - 12 SF
1024# - 25 SF
1536# - 37 SF
2048# - 50 SF
TYPE OF FASTENER ='Quick Set' Concrete Screw (Rawl Zamac Nailin or Equivalent).
1/4"0 1 1%" I 227# - 6 SF 454# - .11 SF . 681# - 17 SF 908# - 22 SF
TYPE OF FASTENER = Expansion Bolts (Rawl -Bolt or Equivalent)
1/4"o
Z.I
568# - 14 SF I
1136# - 28 SF
1704# - 42 SF
2272# - 55. SF -
3/8" o
2-1/4"
1 1441#- 35 SF I
2882#--70 SF•-
4323#- 105 SF 1
5764#- 141 SF
1/2"o
3"
1985# - 48 SF I
;,3970# - 97 SF
5955# - 145 SF
7940# - 194 SF
CONNECTING: POSTS to BEAMS using BOLTS for ENCLOSED Buildings
Fastener
Diameter
'Number of Fasteners
1
2
3
#-SF
#--SF
#-SF
1/4"o
1468 - 36
2936 - 72
4404 -107
3/8"o
3710 - 90
7420 - 181
11130 - 271.
1/2"o
6596 -161
13192 - 322
19788 - 483
' Length of Bolt to be Size of Post +'Y2" (Typical)
WIND LOAD CONVERSION TABLE:
For Wind Zones/Regions other than 120 MPH (Tables Shown),
multiply allowable loads and roof areas by the conversion factor.
VIND
REGION
CONVERSION
FACTOR
102
1.41
Q 110
1.17
120
1.00
125
0.91
140
0.73
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
ENOT
R;GHT 1999
BE REPRODUCED IN WHOLE OR IN PART WITHOUT'THE WNTTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 203
Installation Guide Ar Vinyl Siding and ,accessories
Required Tools
I Hammer r Tin Snips
• Tape measiue a square
• Chalk Line r Pavel
• Utihtp knifa
• Haclvacv or circular sate (See "Cutting Tips')
Special Tools
• Neal alot punch to punch elongated nalling holes on the
cut edge of siding pangla.
• Snap lock punch to punch tabs into a sidi ig Pell alrir g
the cut edge for the finishing course at tlic Intl or it wall
or undcrncaOn a window,
+ Zip t001 to unlock installed nidirlgpanels fir they must be
remnvedl from the wall.
Surface Preparation
• Nail donor all loose boards,
• Rcunwc shuuP,rs, clown Spm,ts, (ixtUn�a, moldings and
nnytling els0 on the bCase.,
• Scrape' off kill lroo, sunk amend donne mid windows.
SiO uru is IV applyb)g Raw rlulk arowul donrs and wlndores.
. All aidowatln shnnld be lase! and punch. You can even cut
imparfPar; walls with weal rurring strips sled shims.
• Before applying siding, make suit tbA substrare is watertight.
• lwwdl Uwcns 0o7ning t/anl'old 6&1 foam undnrlavment to
crc:te o 010o0i noiling StirrV6 211d inernl^k. the. Walla l2-h IIUe.
Special Nailing Inllli trut ons
• se only corrosion -resistant nails long kni ogh t) idlun• Clio
114' pcnctTalinit into a uilid, mailable.. iurrace.
• Nail heads should by 5116' miniroum in diameter.
+ Shanks pnould be 1/8' minimum in diameter.
+ Orive nails straight, not at an argue,
• Nails should be centered in the nail slots ,End driven It Rely
enough to ullowlateral movement or the paileh,'fhhs ahnwR
for expansion and contraction sit your siding will]'& hnirkle.
lbu should be able to numo carp ftlrrrnl rxick oaid,lbr@t
whim aoffiwj is nyinjilrlod.
Cutting Tips
+ Yon tin cur siding with till snips, or score it with a utility
!mire and snap off the excess piece.
• Jryou use a power saw to cut siding panels, uyc a finn•td,ulh
blade in reversed position and cut slowly,
Horizontal Sidinal Installation
1. lEstabllabing a Chalk Line.
fmternune lice lowest corner of the house ahuve I.lte roumlatinn,
partially drive a nall V
abode This lowest point,
Using lids nail us a
starting lwint, anal, a
love! Chudk line from this
nail to anoTher will at the
next comer. Repast this T
I roeuditrit around ale &AO&
2. installing the Starter a,.w a:_
Stslp
Fallowing the nailing
imirucliuns, nail Lite
'•Ivlc strips snugly
along the ela lk line A around tile. house, leovirut led' between
starter Strips, and 4 1/4' hrtweeil starter strips and inside fund
outside. corners. When using Owens Corning h`dul'uld rigid foam
underhiyrncm. no Other unde.rley'ment, fur out llte starter scrip so
it is flush with the undprlavment surface. (2)
d. lnetulling Alt Corapr Posts
I`Iar:a twlminedlteof
p-NmI 1/4' brknr Eke
hntlnni of the darter
:;tripe. (:ureter f)WLS
should rollstraight and
true: up the will rn the
city[!!;. NCIl to the
ntjjniriing walls. (3)
This is ucrcw:ary when
the comer pnsl. does not
reuuh the dnnirP.d height.
Working tin the bottom
f
1•�
ew•
edge 0f lllp. upper past,
cut 1' fir tile. nailing flanges awAy. Lap the top you Over the
ticttmn post 3/4" to allow for expansion and rnnrraction. (4)
4- ldSmIling J t:haanch
Install J chsrmcls to the , �„�ind•,••,
sides and top of wlriduw,;
and doors. NO .1 channel w"'d-
flush to %1,0.rides and trip - f
Lit doors and window r as
ulwil9s, fu8uwing nailing
• bLiR1e1101?3O •r.n
Forming Cornets oiJ
ChAlUICIS
InsWl sides of nindowa
and doors firs, then the
top and bottom. Install +.0 —1
tap J channel so (hat. it
exEends beyond Ole going a disnancn equal to the ndth of (hie
side. J Channels. Make two CUI.s,tl [lit! base or the I'ap J chailnel
--mi bend u1c base dtow�u Tlus beat horrion will slide over the
Bide J channels End inake a wator (train. (8,6)
I 1
SYSTEM THINKING
• Afrijeas tits Differ nllce`"
OWENS CORNING WORLD HEADQUARTERS
ONE OWENS CORNING PARKWAY
TOLEDO, OHIO 43659
Pub. No, 15-V$-73243 Primed in 11,S,A„ 000OMber 1928
Copyright 01498 ovens Cominn. systcmNAkintil"' and.,
Systam'rhinking Makes The OF ricer^& are trademafks of -
Owens Coming.
d. rasta111nit Fiol Si1111g Panel
' Install aiding panels worKing A'om the bask of the house to the
front, 5nul• thi; buttnrn of the first panel into the starter strip
and follow nailing iitatruOEiuos. Ao Burn to nall In the center of
the alot and avoid ircrtiral tension oil the panels. Leave 1/4'
space where panel tnuett. mtoet nnsf ne accessories to allow for
cxpaniinn and rouraction. (7)
if yoti are in71alling Headed siding panels, use the fact ury-nowherl
ends for the outside lops. The cut end of the siding should bo
need In,l channels, corner posts and oilier oeccseory Ovionela.
G. overlapping the Siding Panets
Each panel should uvvrlap tile. preAwn panel 1' or ba1P the
nicith of tho ractury netten to show for movement in the aiding,
At -if , Jnp the raotory end over any end you have to cut. Lop all
joints away from doors. (9)
installing the Rest of
the Siding Panels
After cuniplututg the first
row of aiding, conthige
with second row, 8tsrrl»g
each row at the bark of
the hOUR ntid WO"ItIng
Iovratd the. front. Stagger
the lengths of slding oa
you work vote way up so
that the pnlnt from the
lower panel does rat line
pp nor Is It near the joint
I)[ the+. panel ahovp 8)
1, Siding Under wlarlowS
Dittiug Riding panels I
under windows uJ
aushy U
requires cutting o Pool.
Measure spaoe under
the Window by holding it '
ploop nr ti1CI1ng Yoder it.
Mcasare anti mark with
0 pen Cil on the siding.
Your Mark sholild equal
tile width of the openinA '
under the window. Lock
a piece; of scrap aiding into Lite pimel below apt
hold il. hesitfP. the, window. hkoaure and murk the vertical spaoe
tin tau+ p:ulPl, leaving 1/4'spoce below the windowsill. Repeal:
prnoodurll to nnemaia other side of the wunduw, (10)
Cutting Biding to Fit Under Windowu
1 Laing yonr measurements, mark the sccilon of siding to be
removed. flake vertiml cuts in the top of the siding. (Jae a utlllty
knire. to scare the horizontal cut betwca] Yukio two vertical coca
and pap the place out. (11)
lnstralling SAIng Under windows
Install lirllity trim the hvidth of talc window, push Id) the casing.
You Inay peen flnring Strips to ntuuuabe proper pitch or the
siding. 0%tn6 The snap -loch punch, punch Cite liane'd 114' helnw
the cut edge at W
intervals. The resultinu,
raised tabs should faco
auNlvrdl and will xn;gl
enuggly into utility trim
(1E)
S. Riding Above Windows
Use Ehe same measurfn8
procedure to fit sidinli
above windows, Cut from
the bottom of (lip si,ling
mod drop in o I.hu J
OD1111 t repave the
wilitlow, (13)
9. Finishing7. Itowor u.>.ritnvnm
SidingYlnderBaves a
Fininli the top raw of panclr. in I.hc s;arne wdtp you fic panels
under NintlOWS. Measure and murk ynoc vertical cut area, %lien
rt:ure, with utility knife (lie lind:,witol our. Snop excess piece out
r,n`'dlien slip into.1 chilunul, Ir imeeaRary, use herring olrW6 to
m; )tain the proper pitch of tile. sitting (ld)
iReaauriug the Space Under Eaves
Measure distance from
top inside slot of utility
Erie to lock of panel
hPlow and deduct 1141,
Out; top of onel to this;
Installing Siding 00" t
Under L'nvps
Since the eat will
rnmuve the nalling strip
0r the.slding, Ilse a a+watw.
Ramplock punch to punch
tnbs Into the siding 114' own 1.1
below die top edge at 8'
intervals with the raised raba racing out. Lock t11C11111Lnee or the
siding tit lilt, panel below and slide punched lab edge into udEtT
trim, (10)
Ill Siding Under a Oable '
hlsrall ,l chnllnel flush apfdnslthe gahli.. lifessare the Oldie of
thr• gable by cakinp, one scroll lMnul and tnrnrlocking it Midi talc
panel belaw so that an uppor imrner touches the J channe
running up the gable.
Tlike. a second scrap
panel, lock it Into the J
charurpl and hold over
the, rirlT. parcel. Mirk a
liar, clang the angle
where the punP1R
r)vr,.rlap. This will be the
vitmrn for Cutting the
end fir the. siding to be
itirmithW ,coder one side
fir rile gable.
Aw. feasure ngoin for O
1 'ill'
correct luny a vt W
other sidle. or flu; gainde by follwvine the suer. procedure. Install
siding panels With thr,. n1kd ,1:nl, to tine anale of the gnble. (17)
Vinyl Soffit Installation
Eatabllsh a Leval Line
Establish a level line front Ole point of the old faxnia inward Lan
point. on I lip.. siding. Mark a ettalk line. 7/8' above diets pulnt (18)
E. Overhangs
I r Elie wive leas an almll
overhang with open.
rafters, it is necessary to if
use an r channal along
the siding on the rhaik --'"- M►s
line, 1 Or tumb nccl solar.
mud fascia applications. r.,a.
F channels may be
substituted, nailing it to
the edge of the old rosfrin.
8, Enclonod 4verllmag,t
If the Pave has all enclosed
overhangInnailoribi J
illi mel along the bottom edge of the fascia arfd anutha 112'
,1 Channel, along die inside edge of the overhang where a it meets
siding. Posluon nailing flange on the chalk line. (19)
4. Nader Strips
An intermedlate nailer strip is necessary if thr: overhang is more
than 18'. Nail the nailer strip parallel to the wall and halfway
hptween the wall and fascia board. This will provide addled
support for the soffit panels. (E 1)
5. llleaaare find Cut
After the channels are r /'
metalled etwmeseeff the /
distanyu hutwccn the
inside slots of pie r'' and
J uhannels and deduct
1 /4t. (,lit safGt panels to
this length.
6, Installing Soffit
Insmll soffit by flexing or
sliding it into chouculls. r -- 's•
Nail into thit cantor. slor
of cuuh panel before
lucking the next panel. (Do not nail Eight. Scc Spocind Nailing
lutntetlons.) Continue to install by locking Cliff %hell nailing
adidltlonol panels, (E0)
7. Closing Soffit End
Close cold of soffit by using J ellafurel. Nail ,1 channel into The
end of the ovaliong, which will position it to rPrpivP. both soffit
panels and channels,
8, Perforated/Non-PCrforAtcd Pwieis
f erfaratcd and nun -perforated panels may be used as needed
for vented or non-ventr4 - yarues.
Aluminum Fascia Installation
1. Always Nall
Underside of FmdA
Nail undcc;ido fir
fascia as $leawn, 'y•
Never face bait
fascia.° Kee nails
li,1Pd up )= soffit V-
gromes for best
appeomnce. Nail
every 24 , but do slot
null too tight, Many
tilltex it is necessary
t) liar a trim Meet
hent tie, a aorlablu
brake to the special fascia shapea. Nail the' sirtygid I'a. O the
mamn way. Nails should penetrate a minimum of 314' into nailing
surface.(22)
?. Outside CornerFasela
`fend a 1' flange on
the first fasela piece,
Wl' around the comer.
Cut overlapping fascia
ru a 45' angle. Nail
with white aluminum
softltnods. (58)
trse. the.. same /I
tertlnique ellat'nas �
used for the outside
corner fascia, but
bend in the opposite
direction to form an insitle.. corner shape.
• Never rue nail fascia. (lace na ling can resuir. in a wavy fir 1"Ickled
uppearaner' thiriq therreal expansion end iruttrwtimi totda.
Aj%vA" use a drip edge, gutter, or elf-parpeese trine to receive cut
1 top edge of fascia. This provides a neat appsamnice and protects
the. suerrats Material from plOitlUn'.
Importan! Information on
Fire Safety from the Vinyl
Siding Institute
Einerior vinyl builaig materials require little maintenance fur many
years. Nevertheless, militnon time dictates that builders will supplis iv
of vinyl products store, bandlP. and install vnrp'1 materials in a mafalef
that avoids darltage to Elie prodncr and/or struclurt. Owners olyd
Installers should ulke a row simple steps to protect vinyl bidlding
matoriuls front fir(!.
Note to home and bonding owners:
Rigid vittyl siding is made from argnnic matrrdls and will melt or
uurn when exposed to a Sngnilicmd iretiece of !lame or heat. Builduig
owners, occupants and uutoitie maintenance personnel should alty;;vri
take Donna) prevautions to keep source of fine raalt:n barbecues,
and combustible mdirrinll; welt as dry leaves, trash end mulch away
from vilryl siding.
Note to the building tradee, specifiers, professionals and
do-it-younalf Inetorra:
whr.9 ditiid vinyl siding is exposed to sigoLroi n Ilru fir name,
Lill! vinyl M111 soften, ear, melt or bum, and may expose material
underneath. Care must Ito vxurt1srrl prior to IneEalladon when
seteedng urdlerisyrnorn. invul.riats because many underlayment
materialu pre madp rruot organic materials. All hnikling mairriah
should lye hEswlled in aeeordanee with local, sole and frdleral
building nodes and fire regulations.
- - - - - - - - - - -THESE AND Af t-PROFOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WIT H ALL APPL,ICA.SLE CODES.
�11.01iCuCLuJUIL k-ju>ue Vinyl Siding and Accessories
w+
Ar
gquirea Tools
r p
ammer r 7Yn snips
r Tape measure it Square
' Chalk brie • Level
• Utihq- knife
• Hacksaw or circular sate (See Cutting Tips")
Sp®Cial Totals
• Naif slot punch to punch elongated nailing holes on the
ME edge of siding panels.
• Snap loch punch to punch tabs into a siding pllnol slang
the cut edge for the finishina coltrae aL tho Enp of a,vall
or undvi-ncatl a window,
• ZIP ta'alinunloOkinsralledsiilingPUNS Lrthey must be
remnved from the wall.
Surface Preparation
NO down all loose hoards,
• Renievu'IMI rn:, (Ipvrn Spouts, nxtonls, moldings and
;wyrilin$ Flse en the bause.
Strnlw on;d! Io"; r1uU: aroun(1 dr+nrs veil windows.
Sr�4 e-m-ks Iry applya)g nevi cltilk around toms and tvindows.
• All sidnwalk 3hndld be. 1P1.eJ and plumb. You can even out
ilnperfevi walls with wood furring strips and shims.
' Before applydng siding, make $urf the subsrmre .is watertight.
• Irwtyl Uwens Catning eml'Old 7 gkl foam undnrlavrnent to
crate a knooth 110jing (iurraer: altd inemw*.. the Walks R-valua.
Special Nailing Inetruttiuns
Use only corrosion -resistant nails lung cnuugh to ;dlon• For
1'F' i>cnetnl.inn into axulid, nailahlr. surface.
• hail heads should nr 511 g• minimum in diameter.
• Shanl!g should be 118' minlmum in diameter.
I drive Allis straight, not m an angle,
• Nells should be centered in the nail slots and rlrivro lunaely
enough to allow lateral muvcmcnC of the- pm ic-i This allowA
for expansion and contraction )your siding won't Ivlckle.
Ibu should bp abIr to m<vc Baru Instal IHutk ri.vtd,Jindt
[then rloflinrf it nr+njibned.
Cutting Tips
• Will can cur siding with an snips, or score it with a t,Ciliry
,:Hire and snap off the excess piece.
• )ryou use A pourer saw to cut siding panels, use a ritlr..l.unth
blade In reversed position and cut slowly,
Horizontal Siding installation
1. Esrabllshtng a Chalk Line.
Determine the lowest corner of the [louse above utr. rnunrlatiml,
if-Mally drive a riA l•
above this lowest point,
Using (leis nail us a
s(an.ing lvlint, snap a 4 rp
1-f•I 41WI: line front this 1. ° fN, �+. e• e« r
nail to another nail at the
nor( Confer. Repeat OvL
prnacdlim around the '
2.lnstaDbal;the Startcr
SIa•tp
Following the uailiq
irlstructiuns, nail the.
nulrkcr strips snpgw
along the chalk Brie all around tile. )louse, leovinit LT between
starter strips, and 4 114' behvvten starter strips and inside and
outside corners. When using Owens Corning! Vunl'uld rigid foam
undcriuyment or other underlalment, for out Life startur snip so
dI is flush With the mulrrlaynletn surface. (2)
i. Ineti ling Ail Nropr Posts
Place bottom edge of
In; 11r4' Irel(B+' the f
hntloill or tile.. 4rarter r
strips. (:(ruler posts 1 f
s11on111 rap straight slid Y
true up tile. %all to the
eaves. Nail to the.
luteligdog walls. (3) Emi
r lus Is necer nary when
the curi(rr past (lOes not
MOO the desired height.
WOrkilig on the holrom
cdgir of the. upper Rost.
cut P air ore nalling flanges anliy. Lap trle top list over the
Iloilo"' post 314' to allow for expansion and rnntraction. (4)
d_ LiaralUng a "haunch
lasroll J charmcls to the.
sides and top of wdmdawt.
and door:, N0.1 elianivi
flush to the:ddey and top
of dt+orrt,nd windily
casings, rulluvving railing
hMnn;11003,
Forming Cvraets err
Channels
Install sides of %•indow
anti doors firs, then file
top and bottom. Install
top J channel se thatit
exte1196 t eyond the f,z*Ing ;1 disl:nlce egos) to the width or (Ire
sided channels. stoke too curs in Ow base Of die rip J chniuu9
and bend Elie base dowel, T7lc bunt portion v111 slide over the
$ide J channels rnd mnku a crater (train. (6,6)
I
j SYSTEM THINKING
• Afa?ccs the Difrel•dnce'"
OWENS CORNING WORLD HEADQUARTERS
ONE OW15NS CORNING PARKWAY
TOLEDO, OHIO 43659
f Pub. No, 154$ 23243 Printed in y SA„ December 10ue
E Copyright 01999 Owens Cimino. Systcm Thinkinor•' and.,
II 5ratemThinking Niskes The D;f' nceTMt are trademarks of
Owens Coming.
b. Iaetalling picot 9ldlng Pastel
instep aiding IXAr L- vvorklpg NOTO the back of the house to the
front, 5nu{, th(; buttorn of the (lest panel into the starter strip
and follow nailing instruotiops. Be sure to nail In the center of
the slot and avoid verlical tension Olt the panels. Leave L4'
space wbcn tamel meets eotnet post fir accessories to allow for
cxnarisioit and rnrltmt:tion. (7)
If you are rh9ralling beaded stcllng panels, use the lnolury.notchcr.l
end In J chaa nels comer poecut
and otl other ouces otrshould
q(i oneia.
6, overtallprnp the Siding Panels
Esch panel should uverlop the prrvlops panel 1• or half the
width of the focLurynotch to allow for movement in the aiding.
Alvvq^i lop the ralgory end ovler any end you have to cut, Lap all
joints Away from floors. (8)
lnstelltng the,lest of
the Biding Panels 'r 4•0 fm
Aftcr contplutuig the. Gist
row of siding, cuntinVe '
with second rAw, starting
each row at the, back of
Use h+)lige Intl INorkmiz • rwrerr
towru(I the front. Stagger p r
the lengths otsi(ling as you work your way up So
that the point. from the
Inner panes ears not hint in, rm.r.r
up nee Is Ir. near life slut
4r thn fdriel above. (0)
I. Siding Under Windows
p•Il:l.big siding psntli J
under wlndOWS usuRlly
requires cutting a pnnal. --
Measure space under
the window by holding;) v
picric firsitling under it.
Moavllp' anti mark with ;
a pencil on the siding.
Ynlir murk should equal
lhr. width of the opening 1 1
Cinder the vindow, Lock
n piece of scrap siding
into Cho panel below and
hold )I. I1e311 le the window. bleaaure And mark Cho vertirul spitee
tin I.tua 01101, i(:aving 1/4' spoce below the witldoa;sill. lb'Peat
prooerllnf In measure other side of the window, (10)
Cutling Riding to Fit Under Windows
l lsing your R10astirements, mark the sccidun air aifiing to be
removed. Make vertical cuts in he Cup of the siding. Use a utilty
knife to score the horizontal cut bawcen your two vertical cats
and pop die place Out. (11)
Itlera111ng 61019 Under Wlndowa
Install utlhty trim the vidth of the window, push to the c(uring.
Yuu Inily pee(1 furring Strips to lnuhiLmbt proper pitch or the
Ailing. I.islng rhp. snap -loch punch, punch tilt penal 114, below
tale ant edge at ft•
intervals. The resulting
raised nibs should fauc.
outtturd art(] will snap
anug l9 111tu utility trim. +„
~+�
S. Riding Above Windows Boom
Use the saline measuring
procedure m.flcsiding .
above windows. Cut from
Cho bottom ur (fie siding
and drop into I.liu.I
chonnolabove Me
9. 1711113bing7bplt.jwor u.uwanrrs°n
Siding Under Eaves w' ,
1'itikit the top rote of panda do ill(; same way you flu panels
under tvindowe. Measure mid nwrk ynuc vertical cut area, Olen
score with utility kndfc the hari7mll-01 Out. Snap excess piece out
and then slip into J clmnnol, jr Imgersary, use furring 91,46 Lu
maintain the properpitch of the. siding, (14)
McBanring the Space Undtir efri cs
Measure distance from
(op inside slot of @11ty ' °"Qi•9'r^^
slim to lock of panel
1./4•,
Installing Siding W1 M4
Under lames e+K
Sinrm (fie Out will
remove the nailing strip °
of Cbe. sitting, use if
snaplock punch to punch
taus Into the siding 114'
below Ovc top rdgc at,.
Intervals With Ihn (at3ed rhos (acing out. Lock the hunhvo Or Elie
siding In Ulu Palle) below and slide punclud lab mige into (flint}'
Lrdm, (16)
10 Siding ]Under a liable
bisrall ,) channel flush aglaiml the gaidr.. Measure the angic of
till, gable In, taking one scrap lc+nal anti inrerlocking it with the
Panel below so that oil upper i:ornrr touches the i channel
running hp the gable.
'Ihke a second scrap
panel, lock it Into the J cro°
clarinet and hold over •Slung
tho rrgr panel. Mark a �+:o
Idac. thong the angle t„� „°,, •;
whore Pie panels
overlap. This will be the
puCt rii for cutting the -
ond fir the sidulg to be
instulled Imder one side
or rile gable.
itfesaure Again for the,
correct angle oil Lhv
other side or (lit; gable by following the some. procedure. Install
siring panels with the.. chits rut to the dilate of the gable, (17)
Vinyl Soffit Installation
A. Establish a Level Line
Establish a level line from the point of the. (fill retina invv inn to a
point an I hn. siding. Mark a ehalk line. 7/8' above this point. (18)
E. Overhangs
I r Elio. Pave has all apen
overhang with open pa—�
ratters, it is necessary to/f
` use an [' channel along,
the siding on the chalkline,rnrelrtnhinigi.infritAuld casein applicationsF' channels may lieSubstituted, nailing it to""�...
Ule edge of the old roadie,
E. FinCiBNCd Overlwngpt..W
If the Pave has an eneb=
overhang'bsrall onr,il2• J
11130(lel along the bottom edge of the fascia ald Another lit'
,I nhnnnel along use inside edge of the overbatpl %•here it muds
eidirtg. P`9Bitien AdJ1A8 Aange on the chalk Eric, (19)
4. Nauer Strips
Ail intermedlate nailer strip is necessary if the overhang is inure
than 18'. Nail the nailerstrip parallel to tile "-all and )railway
herween the wall and fascia hoard. This will provide added
euPport for the soliic panels. (2 1)
A. afeaeare and Out
After the channels are t
Installed, measure the
d1fitMCC f)C[wCrll the
inside slots of pre r' and
d 001111els and deduct
114%. Cut soffit panels m
this length. now t�
6, instalJ)ng Soffit
Install
soffit by nexilig fir _ _
Slicung it into chaun+nls. F - ,r._� ---
Neil into (br+ ceower slor V —�—:.• r
fir each panel before
lucking the next panel. (Do not nail Eight. Fier Specild Nailing
Instructions.) Continue to install by IffeWig and than nailing
additional panels, (20)
7. Closing Soffit End
Close end of soffit by usiM J olladutel. Nail J channel into the
end of the overhung, which will position it rn receive both soffit
Panels and J channels,
B, Perfaratt:d/Nor-Perfarsted Fonds
Perforated and nun-perrorJl(al parlels may be used as needed
for vented or non-veiiied systrui s.
Aluminum Fascia Installation
1. Affrays Nail
Underside of Fuses
Bail undcroido fir
fascia as shown, >:Y.
Nova faun trail
fust:ia ° Keepp nails
i!nevi up'-Z soffit V-
grooves for best
appearance. Nadi
every ?A', but do not
nuil too tight, %Iady
tilitc.'; it is Ilege-Mali
to use a trim sheet
hen ,rat a portable
brake to the special fascia allapes. Nail the slic(ifal fascia Erp
svna say. Nails should penetrate A minimum of 3f4, in(,, rillitittg
slrrtace. (22)
2. Ontalde Corcer•Fasc)a
Bend a 1' flange on
the first fascia piece.
VO' around the comer. #
Cut overlapping fasciaF,.,O
71
at a 4� angle. Nail
With whue aluminumsoft'It nails. (38) „r • ,
( Fascia—
tlxt: rhr. same
teehaique that teas
used far the outside
corner fascia, but
bend in the opposite
dlrection to form an insitlr. (rornnF shape.
• Ncvrr 4uw wan fmclat face nailing can result in a"nr thudded
tiMmArarrrt: thlring therinad expansion null lillur c.Ulnt (,ydes.
AluVs tine a drip edge, gutter, or aA•pugw. trim to receive cut
Cop edge of fascia. This provides a TX= appearlm and protects
rlle suostrate material fmnt Irludsturt.
Important Information on
Fire Safety from the Vinyl
Siccing Institute
Exterior vinyl building rituterials require little maintenance lar many
Yeats. Nevertheless, ralfnutan'Anse dictates that builders and suppBerst
ntvinyl produets store, bonnie And install Aryl materials in a rimulPr
that avoids danlage to the produrr andlor structure. owners turd
Installers sliu,ild L(rke a taw slmple steps to protect vinyl building
metordnls from firs.
Note to home and balldlnR owners'
rim whAW en extra ed tis o a sigade n rBnyAltlece of Anmc orials and will he'at.elt or
Building
inners, occupants and mltside maintenance personnel shooed always
and combustible m nrink uch a. airy leaves rasfire h andbmuleh wa:iy
from vinyl siding.
Note to the building trades, specifiers, protesslonala turd
do-tit-yonnelf Inetullcrvu:
Whp.n rigid villyl siding Is exposed to signifir.•uu heat fir name,
the, vinyl pill soften, oaf;, inch or burn, and way expose material
underneath. Core must bO M isrrd Ill ier Eo installadon when
selecting umderlaylnrin• n+oiPriaLs herause many underlayrrtent
materials ore, inualn. (runt organic materials. All hnilding materf ds
should fir. fnslrilird to accordance with local, state and rerlcral
building codes• and fire regulations.
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PROPERTY
LOCATED WITHIN FLOOD
ZONE: 'AE"BASEELEV.
700
COMMUNITY
- PANEL NUMBER
- 120285 03115
PROPERTY STREET ADDRESS: 1305NETTLES ISLAND BOL/LEVARD
JENSEN BEACH FL 34 957
CERTIFIED TO
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off\ N 70,30 p0;•'
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-
TION MAP
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CUT OUT h
SURVEYOR'S NOTES
- SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED.
e ,
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBAC
y AND/OR RIGHTS -OF -MAY Of RECORD Br ACCURIGHT LAND SURVEYING INC.
-
ALL BEARINGS ARE REFERENCED TO THE INSTRUMENT Of RECORD
LEGEND
AS SHOWN HEREON, UNLESS OTHERWISE NOTED.
'
.
(P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION
P.O.C. - POINT OF COMMENCEMENT 4 _
ELEVATIONS SHOWN HERHER EON'ARE RELATIVE TO NATIONAL GEODETIC
(F) - DENOTES MEASURED DISTANCE, ANGLE
OR BEARING
P.O.B. - POINT OF BEGINNING
VERTICAL DATUM OF SEE SURVEY FOR REFERENCE BENCH MARK,
(C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING
ENC - ENCROACHMENT
UNLESS OTHERWISE NOTED.
COV•D - COVERED
APPROX -APPROXIMATE
S. -
THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED.
CAL. - CONCRETE BLOCK STRUCTURE
SET I.B. - SET 5/8- IRON BAR
L CAP • 4459 NA W. - NAIL a WASHER
W/F - WOOD FRAME
FND. - FOUND
N.L TT - NAIL t TIN TAB
•-
CONC - CONCRETE
I.P. - IRON PIPE
M.H, - MANHOLE
SYMBOLS N, y
ALUM. - ALUMINIUM
C.M. - CONCRETE MONUMENT
C.B. - CATCH BASIN
P.R.M. - PERMANENT REFERENCE MONUMENT -DELTA /CENTRAL AN {
P.P. - POWER POLE
OHW - OVERHEAD WIRE
LB. - IRON BAR
P.K. - P.K. NAIL
P.C.P. - PERMANENT CONTROL POINT - CENTERLINE, :
t,O.B. - TOP OF BANK
R.R.S. - RAILROAD SPIKE
R/W - RIGHT-OF-WAY
DRAINAGE FLOW
iffl. - FIRE HYDRANT
BRK - BROKEN
S B T - SOyTHERN BELL TELEPHONE
'TYP - TYPICAL
X - EXISTING ELEVATION
IQ PROPERTY LINE€ u. ,
' 4g,LP. - LIGHT POLE DIST - DISTURBED
`E'LEV - ELEVATION E P - EDGE OF PAVEMENT A/C -AIR CONDITIONER
m , ;., EQUIP -EQUIPMENT
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