HomeMy WebLinkAboutBIN B-4 PERMIT 4318
Termite Specifications:
Structural Notes:
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER
AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL
BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR
ELECTRIC PANEl.(FBC 104.2.6)
FOUNDATIONS
SOIL TO BE COMPACTED TO AT LEAST 95%
OF MAX. DRY DENSITY' AS DETERMINED BY
ASTM - 1557 ( MODIFIED PROCTOR)
FOUNDATION INSPECTIONS
A FOUNDATION SURVEY SHALL BE PERFORMED AND A
COpy OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING
INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE
EXPOSED AND A STRING STRECHED FROM MARKER TO
MARKER TO VERIFY REQUIRED SETBACKS.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6"
PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.63
2. ALL REINFORCING STEEL SHAll BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT
LEAST ONE CROSS WIRE WITHIN THE 6".
4, HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF
ALL TOP BARS OF BEAMS.
5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0"
AROUND CORNERS OR CORNER BARS WITH A 2'.0"
LAP PROVIDED
6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR
SPLICES SHAll BE 40 BAR DIAMETERS TYP.
7. CONCRETE COVER MIN, 3" WHEN EXPOSED TO EARTH OR
1 1/2" TO FORM
MASONRY WALL CONST.
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90,
WITH A MINIMUM NET COMPRESSIVE STRENGTH OF
1900 PSI ( fm = 1500 PSI )
2. MORTAR SHALL BE TYPE "1'1" OR "S", CONFORMING TO
ASTM C270.
3. COARSE GROUT SHAll CONFORM TO ASTM C476 WITH A
MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11".
4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT,
5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE TOP AND BOTIOM AND AT A MAXIMUM SPACING
OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED
IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS
OTHERWISE NOTED.
6. REINFORCING STEEL SHAll BE LAPPED A MINIMUM OF 40 BAR
DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS
7. DUR-O-WAlL SHALL BE PROVIDED @ EVERY OTHER
COARSE OR 16" O/C
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", 2001 EDITION.
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR
WAllS AND MISe. STRUCTURAL WOOD FRAMING MEMBERS,
( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER
SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE
USED REGARDLESS OF SPECIES,
3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT
FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES,TYP., U.N,O.
4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK
PER ASTM e. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8"
OVER METAL LATH.
FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK.
5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH
EARTH OR CONCRETE TO BE PRESSURE TREATED.
*ATIENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE
(CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR
GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED
WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-e.
MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS
THAT ARE CORROSIVE TO STEEL IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO
SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS.
DOT SODIUM BORATE (SBX) DOES NOT.
SOIL BEARING
VALUE:
CODES:
PREFABRICATED WOOD TRUSSES
3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS
SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4)
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY
FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
HURRICANE CLIPS OR ANCHORS,
2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN
ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL
DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND
ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL
FOREST PRODUCTS ASSOCIATION.
3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR-
TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE
FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE
LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
REQUIRED BY THE TRUSS MANUFACTURER UNLESS
NOTED ON THE PLANS.
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE
NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS
MANUFACTURER IN ACCORDANCE WITH THE DESIGN
LOADS AS LISTED ON THE STRUCTURAL DESIGN CRITERIA
6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL
PLATE CONNECTED WOOD TRUSSES PER THE TRUSS
PLATE INSTITUTE TPI LATEST EDITION.
7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY
THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS
AND GOVERNING CODES. SUBMITIALS SHALL INCLUDE TRUSS
FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,
BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND
AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED
FOR ERECTION AND FOR THE PERMANENT STRUCTURE, EACH
SUBMITIAL SHALL BE SIGNED AND SEALED BY A FLORIDA
REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR
REVIEW AND APPROVAl PRIOR TO FABRICATION.
8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS
WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
WOOD FRAMING:
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0"
AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4)
LIVE LOADS:
4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL
COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES.
DEAD LOADS:
EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8"
THICK ADHERED DIRECTLY TO THE FOUNDATION WALl.(FBC 1403,1.6)
5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
IS COMPLETE.(FBC 1816.1.1)
WIND LOADS:
(F.B.C.)
CONCRETE
STRENGTH
@ 28 DAYS
6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
INCLUDING SPACES BOXED AND FORMED,(FBC 1816.1.2)
7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS,
ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT
FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF
SOIL AFTER THE INITIAL TREATMENT. (FBC 1816,1.3)
REINFORCING:
8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS
REQUIRED.(FBC 1816,1.4)
CONCRETE
MASONRY
UNITS:
9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
REMOVED BEFORE EXTERIOR SOIL TREATMENT,(FBC 1816,1.5)
STRUCTURAL
STEEL:
10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 1'-0" OF THE STRUCTURE SlDEWALLS.(FBC 1816,1.6)
11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION
IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER
THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816,1.6)
12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1.7)
UPLIFT CONNECTORS
WOOD ROOF
TRUSSES:
13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY
WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING
HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
FLORIDA DEPARMENT OF AGRICUL ruRE AND CONSUMER SERVICES. "(FBC 1816,1.7)
1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS
ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON
MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES.
INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD
NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT
THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS.
14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM
BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
ruB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
(FBC 2303.1.3)
15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETe., SHALL BE BURIED
WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303,1.4)
FIELD REPAIR NOTES
WOOD FLOOR
TRUSSES:
WOOD FRAMING INSPECTION
ALL PLUMBING, ELECTRICAL, AND MECHANICAL
ROUGH- INS MUST BE COMPLETE, INSPECTED
AND APPROVED BEFORE REQUESTING FRAMING
INSPECTION.
1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY
BE SUBSTITUTED W/ (1) "SIMPSON MTSM16 TWIST STRAP W/
(4) 1/4" X 2 1/4" DIA. TITENS TO THE BOND BEAM BLOCK
AND (7) 10d TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR
LESS. USE (2) FOR 2000 LBS. OR LESS. OTHERS MAY BE
SUBSTITUTED ON A CASE BY CASE BASIS.
2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB-
STIruTED W/ 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6"
DEEP UNITEX "PROPOXY" 300 ADHESIVE BINDER FOLLOWING
ALL MANUFACTURERS RECOMMENDATIONS ( OR 1/2" X 6"
RAWL SruD EXPANSION ANCHORS. )
3. REGARDING MISSED REBAR IN VERTICAL FILLED CELLS:
DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF
THE OMITIED REBAR, AND INSTALL A 32" LONG #5 BAR INTO
THE EPOXY FIlLED HOLE. USE A TWO PART EMBEDDEMENT
EPOXY (SIMPSON "EPOXY TIE SET", OR HILTI" 2 PART"
EMBEDDMENT EPOXY ), MIXED PER MANUFACTURER'S
INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM
DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND
AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY.
ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPECIFICATIONS,
THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM
POUR.
4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF
GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE
FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
5, FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT.
IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES
NOT HAVE TO BE CONT. TO FOOTING)
Structural Design Criteria:
General Notes:
FLORIDA BUILDING CODE, 2001 EDITION
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89)
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION
APA PLYWOOD DESIGN SPECIFICATION
THE FOLLOWING TECHINCAL CODES
SHALL APPLY:
cJ
z
2001 FLORIDA BUILDING CODE,
PLUMBING, MECHANICAL, FUEL GAS,
ENERGY EFFICIENCY, ACCESSIBILITY,
AND 2002 NATIONAL ELECTRICAL CODES
. C'lco
'-' ~~
rn ~~~*~
z x ..J-;;;-""'~
'-' ~ lL..... I') .
Z co.... co
w d S~~W
a.:..J,,"
.....J c )(
~ ,g~
'-' Cl.
W
I-
Z
ROOF
TOP CHORD
BOTIOM CHORD (W/O STORAGE)
RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED
BALCONIES
STAIRS
ROOF
FLOOR
20 PSF
10 PSF
40 PSF
40 PSF
40 PSF
17 PSF (SHINGLE)
15 PSF
ORDINANCE 92-19 - APPENDIX "J"
TO FBC PLUMBING 2001 CODE.
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WALL MOUNT WATER CLOSET VOLUME
3.5 GALLONS
3. WATER - FLOW RATE.
PUBLIC FACILITIES 0,5 G,P.M.
PRIVATE FACILITIES 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M,
4. ALL PLUMBING WATER LINES
TO BE PVPC
WIND LOADS BASED ON FBC, SECTION 1606.2.
WIND VELOCITY: 123 M,P,H., USE FACTOR: 1.0
ALL CONCRETE UNLESS OTHERWISE INDICATED
PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY
(DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
2500 PSI
3000 PSI
WELDED WIRE FABRIC SHALL CONFORM TO
ALL REINFORCING BARS
ALL STIRRUPS AND TIES
VTR LOCATIONS ARE APPROXIMATE
AND MAY CHANGE DUE TO JOBSITE
CONDITIONS
ASTM A185
ASTM A615-40 40,000 PSI
ASTM A615-40 40,000 PSI
THE FOLLOWING SHALL COMPLY
WITH THE 2001 FBe.
o PORCHES AND BALCONIES
SECTION 1014
o HANDRAILS - SECTION 1007.5
o GUARDRAILS - SECTION 1015, 1019.9
o STAIRS - SECTION 1007
o CHIMNEY & FIREPLACE
SECTION 2804-2806 (MFGR)
SECTION 2113-2114 (MAS)
IX] EGRESS WINDOWS
SECTION 1005.4
ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI
MORTAR TYPE "S" 1900 PSI
CONCRETE GROUT 3000 PSI
CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O
SHOP AND FIELD WELDS: E70XX ELECTRODES
ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
BEAMS, RAFTERS, JOIST, PLATES, ETe. U.N.O.
NO.2 SOUTHERN YELLOW PINE (19% M.c.)
ROOF DECK: PLYWOOD C-C;C-D, EXTERIOR, or OSB
FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G ADVANTECH
WALL SHEATHING: PLYWOOD C-C;C-D, EXTERIOR OR OSB
VERSA LAM BEAM Fb = 2900 PSI (2.0E)
4. ALL OPENINGS SHALL COMPLY WITH
2001 FBC WIND LOADS AS STATED
BELOW. ATIACHMENTS OF WINDOWS,
DOORS, SLIDING GLASS DOORS
AND O.H. GARAGE DOORS ARE TO DELEGATED
THE MANUFACTURER OF THESE ITEMS. THE
MANUFACTURER OF THESE ITEMS
SHALL SUBMIT ATIACHMENTS FOR
SITE INSTALLATION.
SEE ATIACHED SPECIFICATION SHEETS FOR
MANUFACTURERS DESIGN CRITERIA AND
INSTALLATION METHODS FOR WINDOWS,
DOORS, SLIDING GLASS DOORS, OVERHEAD
GARAGE DOORS, AND ROOFING.
www
~l9U
<(~~
:::>00
~~z
V) V) ~ z
-z -z 01::0
@~g~~~~ 8f2g
~gHffia:~ffiftOl::~~~
:JO'.x;~ZLL.~zo<{:Ja..
O'V)~a~Oa~o-WOa..
V)wa.. W ~u<{
::l~a..::jl-'oOl::l-'z<{U-l
~<{~ .....0 <{OI::<{~
<(~~~~~~~!~~~
o ~ LL. 0
DESIGN LOADS:
TOP CHORD LIVE AND DEAD LOAD:
BOTIOM CHORD LIVE AND DEAD LOAD:
TOTAL:
27 PSF
20 PSF
47 PSF
NET UPLIFT DESIGN PRESSURE: 20 PSF WITHIN
4 FEET OF RIDGES, HIPS, EAVES AND BUILDING
PERIMETER AND 15 PSF MIN FOR ALL OTHER AREAS.
SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN
FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING
A MAXIMUM OF 10 P.s.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL
DEAD LOAD.
~
~~~
~i~ V)
~lj~ ~
~~~ ~
~~! ;~ ~
~~t.J 00 ~~
~~j!: ~~ ~
~~~ ~~ ~~
~~~ ~~ ~I
~~a !la ~
t::l!t~ 01::: ala
ffio !ll~ zj!:
:~~ j!:~ ~~
. .
s
o
U
0'\ U
o m .S
0'\ t-.. rJl
.9m ~ ~
]~ ~ooo.c
rJ),9 ~..~~ ~~
I-< ~ I-< f 0'\ 500\
Q) Q) Q) t-... ~ Om ~
iiiiii iii~~~o
~~~ ~~~ ~.~
Q) ~ 'S ~ to; to; ~
UNCIlUo..fI,; "*'
DESIGN LOADS:
DEAD LOAD:
LIVE LOAD:
TOTAL:
15 PSF
40 PSF
55 PSF
5, ALL DOORS INTERIOR & EXTERIOR ARE
6'-8" UNLESS OTHERWISE NOTED
ALL SHOWER ENCLOSURES TO BE
TEMPERED GLASS
6. ALL WINDOWS WITHIN 24" OF DOORS
(INTERIOR & EXTERIOR) AND WITHIN
18" OF FlR TO BE TEMPERED GLASS.
(SECTION 2405.2)
CONSTRUCTION TYPE -- TYPE VI UNPROTECTED
(SECTION 608 - FBC 2001)
WIND BORNE DEBRIS AREAS
THE METHOD TO SATISFY PROTECTION OF OPENINGS
IN THESE AREAS WILL BE THE SOLE RESPONSIBIUTY
OF THE CONTRACTOR.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS
IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY'
THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN,
Building Data:
Index Of Drawings
SHT NO: ITLE
A COVER SHEET
A1 FLOOR PLAN
A2 FOUNDATION PLAN
A3 ELECTRICAL PLAN
A4.1 ELEVATION I
A4.2 ELEVATION II
A4.3 ELEVATION III
AS.1 ROOF FRAMING ELEV I
AS.2 ROOF FRAMING ELEV II
AS.3 ROOF FRAMING ELEV III CO
A6 INTERIOR ELEVATIONS
S-1 FOUNDATION DETAILS ~
S-2 LINTEL DETAILS 0
S-2A LINTEL PLANS 0
S-3 ROOF FRAMING (I, II, III)
I (/)
S-4 BRACING DETAILS N -
-
WALL SECTIONS .-
S-6 LO I
S-7 STRUCTURAL NOTES &
HANGER INFORMATION I ~
S-8 WINDOW & DOOR DETAILS f'.. Q)
.-
S-9 WINDOW & DOOR DETAILS ~ >
S-10 WINDOW & DOOR DETAILS .......
~ (/)
S-l1 WINDOW & DOOR DETAILS LO Q)
S-12 PRODUCT APPROVAL INFO s...-
~ ()
WIND SPEED 123 MPH
WIND IMPORTANCE FACTOR -- (Iw) = 1.0
WIND EXPOSURE -- "B" (FBC 1606,1.8)
INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED)
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 5'-0.
OF ALL EXTERIOR BUILDING CORNERS
THEIR OPTIONS ARE AS FOLLOWS:
WINDOWS AND DOORS
SEE FLOOR PLAN FOR ACTUAL PRESSURES
A. IMPACT RESISTANT GLAZING
B. APPROVED SHUTIERS
e. SUPPLY WOOD STRUCTURAL PANELS
PER FBC 1606.1.4
Master Revisions:
DATE
DESCRIPTION
ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUILDlt\G
CODE, NATIONAL ELECTRIC CODE AND
CiTY OF ZEPHYRHlLLS ORDINANCES
rl
,:<
1
}
i
0..
~
~
~
~
....
~
....
'"
:>lJ
~
]
6i
~
8
<(
~
....-
~
El
21
cJl
....-
~
~
1
~
~
.~
f
~
I
....-
....-
REVIEWED
~J1AYO 9 2nG~'
~bU/r
CENTRAL FLORIDA DIVISION,
TAMPA, FLORIDA 33609
ENGINEERED PLANS
ON FILE
Notice To Builder
>-
C!:
o
I-
Z
W
>
Z
o
o
~
()
o
-
en
600 N. WESTSHORE BLVD. SUITE 600
(813) 769-5277
IT IS THE INTENT OF THIS DESIGNER THAT
THESE PLANS ARE ACCURATE AND ARE
CLEAR ENOUGH FOR THE LICENSED PROFESS-
ONAL TO CONSTRUCT THIS PROJECT.
IN THE EVENT THAT SOMETHING IS UNCLEAR
OR NEEDS CLARlFICATlON..STOP..AND CALL
THE DESIGNER LISTED IN THIS TITLE PAGE. IT
IS THE RESPONSIBIUTY OF THE LICENSED
PROFESSIONAL THAT IS CONSTRUCTING THIS
PROJECT TO FULLY REVIEW THESE DOCUMENTS
BEFORE CONSTRUCTION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE
BEFORE ANY WORK IS DONE.
-
o
o
\..0
2
.- 0
::l-q-
(f),..-i"
. ,..-i "
-oIN
>O't1J)
ffi~1
Q)(V)cn
t-(V)\D
"
0-1
.cI..J..(V)
~roT""i
Q) 0. q>
$~T""i
.1-
Z
o
o
\..0
z
o
~
(f)
~
>
~
o
... <(
a.
~
~
V1
C
o
'Vi
'>
&
~
~
Lt)
0
0 -
N -
ro
1- $
Q) E
>
0 2
-a (f)
c
w <(
:E
<(
z
z
:5
0..
SHEET NO.
>-1-
~z
z~
wHZZ
ufi38~
~~z~
o8~o
zlf~~
~~~~
:r:WWI-
Inf;O~UJ
'-J 10- ::E
~4 ~ 5 0
~~OI
~~~~
O~cr:~
U:J W Cl::
a.zLL
~~
~~
A
~
o
u
W
::E
o
:r:
V)
::)
IS)
o
o
N
(Q>
ANDOVER 2005
co
~ LAST PLOT DATE
(5 ~ar. 23, 05
~ COVER SHEET
,,,,,,
.....
,:.;
~
&.
..>4
i
~
~
"
~
~
~
'-.
'"
ob
~
~
.....
~
0:;
:(
~
f
~
Cfl
i
i:Z
-J
~
~
~
j
~
I
2
---
---
i
40'-0"
o
,
\D
N
-...
M
I"-
9'-8"
13'-4"
if
r-.
.....
N
-...
M
10'~" /;/k
11'-4"
13'-0 1/2"
N
I
~
LI"l
~
~
.....
if
N
M
't
N
'r
-...
('01
r;-
Ln
.....
q-.
r-.
M
o
,
'r
o
.....
I
r.-,
4'-0"
5'-2"
4'-8"
4'.-0"
2' "
N
-...
M
I"-
,
N
M
11'-4"
17'-0"
1-------
1
I
!
t
01Wall Framing Layout
1/8" = 1'-0"
20'-2"
Co
,
r.-,
.....
o
,
Ln
10'-10"
N
-...
M
co
I
Co
.....
10'-10"
N
,
o
N
---l
I
I
I
r
BATH #2
VAULTED CLG
9
Ln
-0
1
o
,
Ln
-0
o
I
\D
N
,
~
LI"l
9
't
o
M
,
r.-,
r
~
Co
,
't
\D
I
o
.....
25SH
+34,8
-37.1
o
.....
,
g TYP.
fi\
~
25SH
+34,8
-37.1
Co
,
Co
22SH
+35.7
-38.0
\D
I
Co
M
'if",
0'..
9'-8"
"'"j
8'-4"
~
I
I
LANAI
t-- 8'-0" PLATE
/ HEIGHT WHICH
VAULTS UP TO
10'-0"
if
r-.
.....
.
11'-5 1/2"
.
r-.
I
;...
M
1...
fWI!
7'-1 1/2"
.
^
;:::::::r5068
3'-5" ~ =
I- - - -1~1- - - -
I R/SH
IlXb WALL
.
a
TILE
WALL
TO 7'
A,F,F.
.
.
:t.
('01
l"-
I
Ln
M
----
----
,~----
<0':
Xv'! \5';$-
~&
~
~
',?
/ ~
"'W
,?,
'0"
4'-0"
5'-2"
CD Floor Plan
1/4" = 1'-0"
.
!I
4'-0"
9'-4"
35SH
+34.2/-41.8
.
13'-4"
6'-8"
40'-0.
'"
,
r-.
.....
30'-4"
9'-2"
25SH
+34.8/-37.1
DEN/BEDRM #4
10'-7" x 11'-10"
10'-0" CLG
@
N
-...
M
lJ'l
I
(:)
N
I
I
I
I TYP,
1{5\
(-~
\/l-
. ..1 r-
".," J
.
40'-0"
.
9'-4"
2'-6"
25SH
+34.8/-4 .1
.
..
17'-0"
/
/
/
/
/
/
/
/
/
/
/
/
5p
r.-,
.....
I
1
1 .
1:1:
1 ~
1
!ir-
I
I
M~~~DB~~H ~ {if
g @ ~@ .
8
u
@
\/
/\
HU
" \.....- FLOOR
UNE
10'-10"
CURB STOP
~/l///m
@
S-6
10'-10.
BEARING WALL
Ln
I
Co
('01
,-------------l
I Amc ACCESS I
: LOCATE IN FIELD :
I 22" X 36" MIN I
L_____________J
GARAGE
8'.0" CLG
(1\ (2\
~~
1
1
1
I
I
1
I
I
I
-I<--- r.. .
+31.1/-36.4
16' X 7' O.H. GARAGE DOOR
16'-0"
k.
20'-2"
NOTE: START DIMENSIONING
FROM THIS CORNER OF THE
HOUSE
.
.
TYP.
~
35SH
+34.2/-41.8
.
3'-0"
.
1A3SH
+35,7/-38.0
31"H DECK
I A.F.F.
[I]
.
F+
HOSE
BIB
VERIFY
LOCATION
IN
FIELD
W/
BUILDER
.
.
.
.
o
.....
7
o
.....
-0
.....
J
('01
7
o
z
~ ~~
~ ~~~~~
z x ..J~':'~
~ gu....-n .
Z lO..-!D
W d 5~etJ
0:...1,,"
~ 1:)(
~ ]~
~ a..
W
I-
Z
B w\
o j!:
!!2~~ ~
j!:i~' ~
~~~ ~
~~~ ~ :;)
~~~ ~~ ~
~8~ ~~ j!:
~:~ ~~ ~g
~~~ ~~ ~~
~~~ ~Vl 01
~zB !la ~
t::l~!;; or: f3~
~~3 ~~ ~~
GENERAL NOTES:
THE FOLLOWING SHALL COMPLY WITH
THE FBC (2001)
D PORCHES AND BALCONIES
SECTION 1014
D HANDRAILS - SECTION 1007,5
D GUARDRAILS - SECTION 1015, 1019.10.9
D STAIRS - SECTION 1007
D CHIMNEY & FIREPLACE
SECTION 2804-2806 (MFGR)
SECTION 2113-2114 (MAS)
[8J EGRESS WINDOWS
SECTION 1005.4
ALL DOORS INTERIOR & EXTERIOR ARE
6'-8" UNLESS OTHERWISE NOTED
REFER TO SHT "S10" FOR WINDOW & PATIO
DOOR INSTALLATION REQUIREMENTS
REFER TO SHT "S10" FOR SAFETY GLAZING
IN HAZARDOUS LOCATIONS
REFER TO SHEET "510" FOR COMPONENT &
CLADDING PRESSURE DESIGN TABLE
WALL LEGEND
I
FRAMED WALL
www
a:::l9u
~~~
:::)00
&rftz
~' / / / /// / /
INTERIOR BRG. FRAME WALL
I
2X6 WALL
I
e e e
s
o
u
0'\ U
o U") .6
o 0'\ t'-. rJl
~~ ~ ~
.E~ .ooob
~c2 ~~~~ ~b<
~ CJ ~ t'-. t-.. '(j) ~
ro~ ro~~~o
~~~ ~~~ ~.~
CJ ~'S CJ t; t; ~
o ('-HJ) 0 0.. ~ 11:
Vl .~ x a
~ ~. a ~ ~ 0 ~ (5 8 ?'5 1=
~Q~~~~~~~Cl~6
:JaS<~Zu..~ZO~5~
sriiJ~o~Oo~O"WO~
-l'-'lS:::j~~a::~z~tLi
<{~~~ ....0 ~a:~<{
Q~w~Si:(~~~WRb~
t(~> o~ r-za::
0.... Cl
MASONRY WALL
r~////////////////////////.I
MASONRY SHEAR WALL
9
Ln
-0
,. -I
MASONRY SHEAR WALL DOES
NOT SHOW FURRING
. INDICATES #5 VERTICAL IN CELL
FIllED SOLID WITH GROUT
* - DENOTES EGRESS WINDOWS-
PROVIDE A MIN. NET CLEAR
OPENING AREA OF 5.0 FT SQ.
GROUND LEVEL OR 5.7 FT SQ.
OTHER LEVELS WITH 24" CLEAR
HEIGHT MIN" 20" CLEAR WIDTH
MIN., AND BOTIOM OF OPENING
WITHIN 44" FROM FINISH FLOOR
AREA TABULATION
LIVING
GARAGE
LANAI
ENTRY
1721
599
58
38
co
~
o
o
I
N
LO
I
f'....
~
~
LO
~
TOTAL
2416
>-
0:::
o
I-
Z
W
>
Z
-
o
o
U)
2
.- 0
::]~
Z{/).,-fl'-.
o _.,-f I'-.
~"OIN
Vl>cnLJ')
~caOI
> '-Den
'Q~~~
... <( 0 - I
a....cU.-M
~~ro(ri
<( Q) n I
J-3:~,-i
eJ-
Z
o
o
U)
V)
c
o
'in
'5
~
~
~
(f)
-
-
--
I
~
Q)
--
>
.....,
(f)
Q)
s-
O
-
-
>-1-
~z
z~
w......zz
Uooo
UJUlJ)
~~z~
o8~o
Z~~<{
0..:>0-
~:>~
'-UJUJ~
::c co ~ UJ
19 1-0 I- ~
~ -.0
~Zo:J:
>- ?:( ~ (J)
c.. ~ ~ ::J
o~~~
U :) UJ ct:
o..zu..
la~
:J:~
I-
Lf)
o
o
N
1-
<1J
>
o
"'C
c:
<(
ro
3:
E
2
Vl
w
o~
o~
:)
~o.
()
o
-
CO
a.:
~
8
UJ
~
o
j
SHEET NO.
co
~
.....,
o
-l
Al
LAST PLOT DATE
Mar. 23, 05
FLOOR PLP
o
I
Ln
<.0
-
0
,
'"
.....
,:.l
1
:::l
~
~ 0
.....
:t\ I
~ M
~ -
~
--..
'"
ob
~
l
g
.Zl
"
]
t.t.
~
~
....-
~
j
....-
~
cz
....-
!
~
~
]
....-
~
~
....-
j
....-
....-
40'-0"
9'-8"
30'-4"
r
_J_
r:.
..
..
II
II
II
II
o
I
\0
I II, r - -,.r-- - - --'I 11'1 - - - - - - - - - - - - - - - - I
I 1/ ~ ~ I 1/ II Ii II ~
, V1 V1 'I II
I STEP ~ ElEV I, 1"11 I
, DOWN 3.5" (-) 0'-3 1/2" , III I
!L - - - - -.J lid I'
'" II 1Il^x^x ^ x x x x X II, II I: I N
,:. H~~ r r- - - '-I r-RE.;;@- s I I ~
11'1 fi~ IL~.G.D. ~ II I'
o I !,r-1'_4" \01 8'-111/2" _ ~ I I:. L
~ r i I ~ElEV G--U TYP. f L
---..--1 -[ I -0'-0" 2~-2" 1~-10" GD ti I '
I ~tl CLJL - - - - - ----.- - 1J =l:j" ~
II /~~ - - II - - --11 l[-P I
I I TYP. /',f;0# II U 1111 ~~
L -t.J iT\ 3 1/2" 2500 PSI CONe. / /# #0000 0 , I
-r I ~ SLABW/6X610/10WWM / ~ 0 ~*- II I'
I [ I ~::GS~~':E:: FOC, ~/ ~ > <l' I I s
I 11',1 ~ VAPOR BARRIER & " :)~ II n I' r:,
r"1 TREATED FOR TERMITES II. n' I
I [I ~ I =- - == Jj, d~ J:_ ~"
I II'" ~ I 3'-51/2""'""", 2'-1,,)1, I ~
; ~tF .. . _ _. __ 1~-91/2"- _ _ _ _,'_ ~ ~-4" = -, J 2'-]" 2'-9" tl--";o;
I I . ~[@ill-L ~ ~ _ J ~1~?Qw\? ~v iliJJ- j;"
II u ~~~~ -Ir'-'r ,-^VH""L18 l
NOTE: PLUMBER TO VERIFY , I 3.5" ~
I I LAYOUT & DWV SIZES I' I STEP
BERFORE CONSTRUCTION paWN I
~~I- I ~ ~,- BEGIN~ rr= _ -~ I S'-G" I
s I I I I 10~T.1 i I ~ ~ I Vi1\ CURB II
~ 1'-111/2" ,II ~ ~ J I t, l. S-l } I ~
I ~ I/' 2'-8" I ~2X5WAlL~ . ."-/ HB
~r ,2'-10"( 12'-1112' r- - 20'-5' LF~ I L>- I '"
\0
" I - ^ 0 ~ U ..--1+ >- ~ II [I rl I I
~ I rua W/C ~ I r rr~ :; "-71 -[ I I! c I I I ~
-" ~I - s d r: 7/2" 71/A 1/ I d I I I
I I t=- - == == == =iF :' ,tj I =, , ;' I
I Lf) I' ~ ~W ~ I .. LL ==- ==- ==- ==. ==- --.I-.J J I I
I L II I I 9 ~ 17/zy-/rr//// -- /77r~~/~. I - - - - - - - LII r-'Ir
h- ---, c=::::J .----if II V1 V1 I ~ r- - - - - _.J Ln .. ELEV I I
I -[I t -- - t _ ~ : ,:. (-) 0'-31/2" I I
I [I ~ I I if3\ L_ n ';;:B,-SLABUNE ~ ~ I I ~
I [ I ~ I .I ~ ;j' ~ -i"-O' 9'-] 112' 1~-G1I2"! I
I .P -,.----1,1 _ I ~ I I I III ~K-
t q ~P. ~
~ -:-r ~ : i~ ~ ~::~---- ~gl~~Q]l_ ~----:c! ~
I _~\ ~~_!o" I , (: I
" ./~~~ fi~ ~ I I ! I _ I
6'.~ ~'~ ~/ ~ ~ -rf II I I I I
<9. "",;; ~ ,~ __ ~/ ~ ~ cS J
I ~ ~~II-- ---II:/.W~'~ ~ t2\ I I I
:v~ '" I ~OTE: PROVIDE 1 1/2" DEEP X J3" I 9
I ~ I WIDE RECESS FROM EXT. FACE bF I r:...
~, .~. · I BLOCK INTO GARAGE II J I
1'- 1'-0" 1'-0"..-/ ~ L
~II~X"::~X~X'::X":': ~ ~~X:_X=X~II~
THICKEN SLAB @GARAGE DOOR {9\
\ S-l }
16'-0" ~
o
I
;....
o
I
Ln
00
I
\0
o
.....
,
M
9
r:...
N
I
;....
Lf)
o
.....
I
'"
9
'"
<t
Ln
2'-1" ~
2'-1"
4'-0"
5'-2"
4'-0"
6'-8"
20'-2"
40'-0"
CDl Foundation Plan
1/4" = 1 '-0"
/~
4')(4' NC COMP PAD 3,5"
CONe. SLAB (VERIFY
LOCATION IN FIELD W/
BUILDER)
9
Ln
<.0
NOTES:
1. ALL CONTROL JOINTS
MUST BE SAW CUT AS SHOWN
OR PER ASTM STANDARDS WITHIN
24 HOURS AFTER CONCRETE PLACEMENT.
. INDICATES FILLED CELL FROM FTG
UP TO TIE BEAM W/ GROUT & 1#5 ROD
VERT. @ ALL PLACES SHOWN
MK. #
<> FOOTING SCHEDULE
SIZE REINFORCING
F1
2'-0"X2'-0"
4 #5 EA. WAY
()
z
~ ~ \
i~~ ~
~i~ ~~
~~d 'r 0
~8~ ;~ ~
~:~ ~i! ~~
;:>i 0
t~~ VIS t)
~cg ~~ 01
~~f3 !!!.! ~
t:j~1n oc f3~
~~3 ~~ ~~
<>
DEPTH
12" DEEP
N
. ~<O
'" 0
Z CO~I~
0::01 I
t:J ~ ~lB~
z x _OI~
- o..Jl")-
'" !Xl u....... I") .
Z co.....m
W q 5~ew
~Cl...J~~
~ ~~
'" Cl.
W
I-
Z
. . .
wWw
o:::l9u
~~~
=>00
SS~z
s
o
u
rJ
~ iQ .~
~~ ~ ~
E~ ~ooo.b-
(f),9 ~,~~ ~~
l-< 1-'0< l-< 't 0'1 500'1
~ (l) ~ ~ ~ 'm ~
r ro~ roRR.$5o
~~~~~~~.~
(l) ~ .s ~ to; to; ~
OC"l(f)Uo...~ 11:
V1 V1 Q Z
-z -z ;d 0:0
~~~~~~~~o:~~g
:JO'x;:E:zu..;:E:zO<(:Jo..
O'1il~Q~OQ~QWO~
~~8::::j~~O:I-"~~~:L-l
<(I-"<(~w~~!:ywu..<(~
~~~~5~~~g~~
o ~ u.. 0
co
~
o
o
I
N
LO
I
I'--
~
~
LO
~
>-
0:::
o
I-
Z
W
>
Z
-
o
o
\.0
23
.- 0
::l~
(J)T-ir--..
o . T-i r--..
t-4"'O'N
(J)>c.nl..{')
t-4(QO'
> \0
t-40 (1) (i') $
1- (i') r--..
,<(0- I
o....J::LL(V")
~~co~
<( (1) a. I
~:>EM
:> co
.1-
z
o
o
\.0
V)
c
o
'Vi
'S:
~
~
~
(J)
-
-
.-
I
3:
Q)
.-
>
-+-'
(J)
Q)
'-
()
IJ)
o
0=
Nro
L..$
Q) E
> (1)
O+-'
-o(J)
c
<(
w
o~
o~
::s
~a..
U SHEET NO.
o
-
CO
A2
>-1-
~Z
z~
w......zz
Uooo
wUtJ)
~~z~
o8~o
Z~~<(
0..::>0..
~>::E
J-ww~
:r: co ~ UJ
(D I- I- ::E
....... 0 => 0
a:=ZOI
>- ~ J: (J)
a. ::E ~ ::)
o~~~
u:)w~
o..zu.
~~
J:::E
I-
a:
~
8
w
::E
o
J:
(J)
=>
Ln
o
o
N
@
co
~ LAST PLOT DATE
(5 Mar. 23, 05
.....J FOUNDATION PLAN
..
.
ROOM
<i
I
F
__-=1_ - L~
6FCI NOTE:
ALL ELECTRICAL OUTLETS ~ITHIN 3
FEET OF ViA TER, GARAGE AREAS,
OUTDOORS, AND AS SPECIFIED BY
CODE MUST BE GFCI OUTLETS.
NOTE:
ARCH FAULT OUTLETS REQUIRED IN ALL
BEDROOMS AS SPECIFIED BY CODE.
NOTE:
ANY CONFLICTS BETV-EEN LOCATION OF
MECHANICAL FIXTURES ON PLANS AND
ABILITY TO LOCATE THEM IN THE FIELD
MUST BE REPORTED TO THE ARCHITECT
PRIOR TO INSTALLATION
cj
z
.
.
N
'-' ~~
~ ~ ~cb 9
w ~ glB~
W O)N
Z X ....J"".......CO
'-' g lJ..... I') .
Z co ... lD
W d5~~w
a:....Jv..
-;) c )(
~ ~~
'-' C1..
W
I-
Z
""
I
M
~. i .1
- _ MA:fER S~ --
8'-0"
\
o :) )
___Jju _-I
//
.
5'-2"
DINING ROOM
.
I :
i
~I
'\
. . =~~-:--
NOTES:
UNLESS OTHERWISE NOTED
0::
~
::E
~
UJ
~-
.
~
. 5'-10"
I
0
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR
TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL)
-
KITCHEN
BATHROOM
LAUNDRY ROOM
EXTERIOR WATERPROOF
GARAGE GENERAL PURPOSE
RANGE
44" AFF
39" AFF
36" AFF
12" AFF
42" AFF
2" AFF
-
-~- ---1..
I i
i
.
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE.
i \
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
'\
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. AlL WORK SHAlL
BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST
EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHAlL BE RESPONSIBLE
FOR THE INSTALLATION & SIZING OF AlL ELECTRICAL, WIRING & ACCESSORIES.
5. SMOKE DETECTORS SHAlL BE INSTALLED AS DIRECTED BY THE
NFPA NATIONAL FIRE ALARMCODE. CHAPTER 2 1999 EDITION
6, AlL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F,C.l, PROTECT
CIRCUIT PER 2002 NEC
GREAT ROOM
. ---
io
I
Go
~
-
.
----
i
-~---- -----=--l
-
.
co
z I
~ ~ ~ L.j
;~~ ~ ~ ~
~~~ ~ ~ I
~\j~ ~ ~~
~oo( . ~ Lr1
~~g ~~ UJ g !a
~8~ ~~ ~ :;~ 3
~:~ ~~ ~~ C'1
?;:~~ ~fi3 ~() ~
ffit:~ ~~ ~~ ~
oa zVl a~
~~ ~!!l ~
1:j~1;; at: B~
~~3 ~~ ~15
. .
s
o
u
0"1 U
o I./') .6
00"1 t-... rJl
......1./') ('f) ~
]] C:OOO~
(j') 0 EL: ~ t::J ~ ('f)
l-< C!: l-<~ i 0"1 Soo--
~ CJ ~ t-... K 'ijj ~
~1il ~RR~o
~~~ ~~~ ~.~
~ ~ 'S ~ t; t; ~
UN(j')Uo...~ :tt:
www
o:::19U
<(~~
=>00
SSf2Z
In In X Z
~ ~- ~ ~ ~. ~ ~ ~ 8 ~ g
~g~t5ff~ffiffo::~~g
::JO'x::Ezu..::EZo<t::JR-
O'~~Q~OO~QUJo~
~~~::J~g~~~~~::J
::(1-' ~UJ~~UJUJ[fI-'<t
Q~UJ~::J ~~Qo~
1!<t> Oz o::r-Zo::
o _ u.. 0
-
/
~ 110V CL'G MNT. CO Vl
C
~ 0
'V)
0 'S:
OUTLET ~
\21'-0" 0 ~
(])
I (/) >
---------------,
I . C\I -
-
0-
I~ lC) I
I ~
I~ f'.- Q)
0-
I ~ >
......,
~ (/)
~... ---- t- - -------.---------.------- lC) Q)
--
~
~ ()
i . I
I_____J
= I
co'
I'
r.nl
6'-4"
\ ~
-
) ~ :r: "
v
\~
I 2'-6"
~ \
~I 11
\/1
/\1
i
[I]
~H
SINGLE PHASE 200 AMP
BREAKER PANEL NEMA 1
30 CIRCUIT
.
o :J
- ~
BEDROOM #2 "
METER SOCKET
"
\
.
b
I
;...
....
~
.
C=:=J c::=J
o
.
#4 CU TO COLD
WATER PIPE &
DRIVEN GROUND
ROD.
\
BY POWER COMPANY
.
1 1/2" RIGID NIPPLE WITH
2 #1 AND 1 #3 CU THW
CONDUCTOR
b
I
N
4'-11" 5'-0"
5'-4" \
"" DEN/BEDROOM #4 \
I
io
\
\ )
. . ~ \
ATTIC ELECTRIC /
IF REQ'D BY CODE Y
GARAGE
.
.
ujg
~b
o..~
lJ.J .
ELECTRICAL RISER DIAGRAM
NTS
.
1-
II ~
~ ~/
~ 7~:'/
ELECTRICAL LEGEND
$ SINGLE POLE SWITCH ~ SMOKE DETECTOR
$2 DOUBLE POLE SWITCH
$3 THREE-WAY SWITCH (ft; FLOOD LIGHT
$4 FOUR-WAY SWITCH I~ FLUORESCENT LIGHTING
$DM DIMMER SWITCH
-?- CEILING FIXTURE n
C :Jf~ :J OPT. CLG. FAN PREWIRE
fr SCOUNCE (WAlL MOUNTED)
FIXTURE f1
d} 110 VOLT DUPlEX OUTLET U
th 110 VOLT SPLIT SWITCHED OUTLET I~ DOOR BELL CHIMES
(j GROUND FAULT INTERRUPT v
@- DOOR BELL
(jWP WATER PROOF W/ GROUND FAULT
r< DISP
,:.< DISPOSAl
! dIb 220 VOLT OUTLET 0
@ SPECIAL SERVICES OUTLET LO DISCONNECT SWITCH
~
e!; fly! OPT. T.V. CABLE OUTLET ~ PREWIRE SPEAKER
:8 L.J
.;,I
~ <::] OPT. TELEPHONE CABLE OUTLET [2]
"- JUNCTION BOX
1'1
"- EJ T,V, CABLE OUTLET Ci)
'"
ol> THERMOSTAT
~
':l
~ ~ TELEPHONE CABLE OUTLET 0 LOW VOLTAGE LIGHTING
] @)) RECESSED LIGHTING ~ INTERCOM SYSTEM
\j
til
~ @) WATER PROOF [N] PREWIRE FOR GARAGE
RECESSED LIGHTING DOOR PUSH BUTION
--- e BATH FAN
=;;
~
J ~ BATH FAN W/ LIGHT
~
"
---
j
---
~
~
0
':l
~
---
j
.
9
b
....
.::]
.
5'-10"
b
I
N
BEDROOM #3
I
I
I
I
I
I
I
I
--L-____~_____
. ..
>-
a::: 0
0 0
~
~ U
0
Z -
CO
G) Electrical Plan W CO
>
1/4" = 1'-0" ~
Z +-'
0
- -I
z
o
~
(/)
~
>
~
o
~
:E
~
o
o
~
~
:J
(/)
o
~
~r-....
~r-....
(]\~
o.
~O'\
('r) ~
- .
LL(V')
ror-i
0.00
E~
('0
I--
o
"0
>
-
co
(])
L-
o
..c
(J)
~
(])
$
o
Z
o
o
~
w
::E
<(
Z
Z
~
a..
L()
o
0-
Nro
L..$
~ ~
o+-'
-aU')
c
<(
~!z
<:{UJ
zV)
w......zz
Ucoo
UJUl./i
~~r5>
o8to
Z~~c::(
a.s:c..
I-~UJ~
:C~F5~
lDbl-~
C2za~
>- ~ :I: V)
a.. ~ ~ :;)
o?;~~
U:)UJ~
a.zLL
V)Z
......<:{
:I:~
I-
SHEET NO. a:
~
A3 8
UJ
:E:
0
:I:
V)
:;)
lJ'l
0
LAST PLOT DATE 0
N
Mar. 21, 05 @
ELECTRICAL
4'-0" DFF
RIDGE VENT
DECORATIVE
CEMENTITIOUS
FINISH
ELEV AT 8'-0"
1ST FLOOR T.O.M.
ELEV AT 8'-0"
1ST FLOOR T.O.M.
6 SCORED
BANDING
6" FRIEZE
BAND
2 SCORED
BANDING
~
5,9 I
cJ
z
~
I 5.9
~
I 5.9
N
g ~~
~ ~~~~~
Z >< j;):' &1
~ ~li..-I") ..
Z co ..- to
W d ~~~u.i
n:..Jv"
.=:J c )(
~ ~~
~ 0-
W
I-
Z
ELEV AT 12'-4"
ENTRY CEILING
25SH
G
J:
"? ~
ia J:
3
8
z
~
~OAAT~
CEMENTITIOUS
~INffi"
35SH
0 ~ G
, ~ - J:
(0 0
~ "? LJ5
u.. ia
0 J:
c.. 3
~ 8 25 H
z
~
g[d
on
D'D:
~LJ
3068
DDDDDDDD
DDDDDDDD
DDDDDDDD
QQQQQQQQ
25SH
ELEV AT 0'-0"
FISRT FLOOR
8068 S.G.D.
- -;--
/ 4/2 SCORED
/ BANDING
r:j\Front,Elevation III
~ 1/4" I- 1 '-0"
I
/
/
NOTE: ALL BANDING TO BE CUT
AN D SCORED
ELEV AT 0'-0"
FINISH FLOOR
6 SCORED
BANDING
6 SCORED
BANDING
2 SCORED
BANDING
0Rear Elevation III
1/4" = 1'-0"
z
S:2 w
~ j!:
;~~ ~
fJi~ en
~w9
~~~ ~ ~
~~~ ~~ ~
~8~ ~~ j!:
z gc;.
~-w 00 tt~ I.':l
~~j!:;(~ ~ 0::
~~~ ~f3 ~() ~
~c~ ~~ ~j
~o zen 0
~z !!l.l ~~
m~1ii OC 6~
:~3 ~~ ~~
aO
!
lJ
a:
ti
i
. . .
s
o
u
0\ U
o lJ') .5
o 0\ t-.. rJl
~lJ') (1') ~
i(-g ~ 0 00 .c-
(f),$ EL:~Fj;!3(1')
I-< ~ 1-<"10\ SoO\
0; 0; 0; t-:... l:'!.. . ij) (1')
........ ....0\0\0;(1')
~ ~ ~ t-.. t-.. '"0 0
~~~ ~~~ ~.~
~ ~ .s ~ t; t; <
UN(f)Uo...~ =It:
NOTE:
EXTEND ROOF OVERHANG
6" (MIN) INTO ENTRY WAY
(OR 1/2111E DEP111
OF ENTRY COLUMN IF
GREATER THAN 6")
www
~l9u
<(~~
=>00
&S~z
Vl Vl Q Z
Q -z~ -5~~ ~o
~~~~~~~~~~~g
::JO'x~zu..~zO<:C::Jo.
O'liJ~o~Oo~oUJO~
~~8:~~g~I-~~~~
<:C1-'<:C~UJ~Ci!UJUJu.. ~
Q~UJ~::JUJ~~oI-5~
t(<:c> O~ Q! z~
o _ u.. 0
co V)
c:
~ 0
'Vi
0 'S:
~
0 ~
Q)
I CJ) >
N -
-
.-
LO I
I 3:
f'-. Q)
.-
~ >
......,
~ CJ)
LO Q)
So...
~ 0
EXTERIOR
FACE @ ENTRY
.....,....,.1
.........." III
4' 0" OFF
~ RI-DGE VENT -
11" III I II I II II I I I I II I II II I I II 12
(('1 II I I III II 11 'II II 1 II I II I D'b ~
V. r1'f II T II II I II I I II 111 II I II' II I I II II 1'1' 5,9
c-- ~ II I II 1II1 II III III III I I
,.,...,.- I II T II T III I II II II T I III II I I II T II II i"'t
12 .....,.., 1111 IIIIIIIIIIIIIIITIIII 11111111 1111I1111 II 1'lo
.......,..r1 II I II II I II II II III I II II I II II I I II II I I III I II II II
..........11 J T II I I II II I III: III I II 1 II II I I II II II I II II I III I I J II I J lJ II
""11 I I II T I I II II I II II III I I I II II T I I I II II II I III III I II I II II I II II I ....... j I
....,.11 II II II III I II I III III II I I II II I I III II I II I II II I II II I .11 II II I II I
....,.1111 I JI IHIII II I I II TIIIT 111I11 II I I II III IIIIIT IJIIIJ IIIJ liT I I
.A'1T II I I II I I I i I I I I II II I II' II I II I II I I I II II II IT I II I I I I II II I I I II I I II
All TI I I II 11II I I I III II 1111 III II 11111111 I I II TIIII I Ilf III 1111 TIIII I II II I I II
........."..11 II III I II III 1111 III III II II I II II II I III II II III II I II I II I III II I III II II II II II
01'\"'"11 11 III I II II II I II III I II II II I I II II 1111 III I II II I II II III I III III I II II II I 1111 I
..,.(" T I I I II I II II I II II I I 1 II II I II II II II I II II I II 1 II II I I I II II II II II II I I I T II II I II III I II
..,...... I I II II III II 11I1 I II II II I II T III II II IT I I III II I T II II T I III II T II II I I T III II II T II II I II II I I T II
I I i II II II III I II III II III III II II I II II II I III II II III II I II I II II I I III II I III II II I 1I1I1
II II I II II T I III I II T II II I II III II II II II I I II I 1111 III I II I II II I II II II: I I III III I II II II I II I III
II II I II 111I I I II I II II I II II I I T II II I II II II II I II II I II T II II I I I II II II IT II II III I I I II II I I I III I II
ROOF VENT SCHEDULE
TYP. OVERl-IANG @ ENTRY
N.T.S.
! I ! !,).1-
I' I ; I!! !!' ,
, III
!I I . I I
II II I j I I, I I II il I
+ .u :- +--++-i
II II II I II II I III II III I II I II
I I I I II II II III II II II III I
II II I II 111 II I 1111 III I I II II I I
I I II II II I II II I II T II IT I I I II
III I I II II I II II I III II II III I I I II
II II II I II I II II II III II 11 III II II II I
II II I ,j I II j I T I liT III I II II II I I
"
!I
I
i
I Ii II I! I.........
"II I ~
-+ ,-,~I~_____----
I11I1 h I, ~
II "NJ . ~
I I I I 'I~ ,...............
IITI 1"IJlh IIIIII_~
II II I I I '\I II l'- I;
II III I II III N. I I~I. .: 'i I
111I II TIIII T I III I lilT ~ [.~I .. .~L:
I I II II II
ELEV AT 12'-4" ~_.
ENTRY CEILING ~
ELEV AT 8'-0" ~ _
1ST FLOOR T.O.M. ~
VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT
LOCATIONS, QUANlTIES, AND SIZES, ROOF VENTS
SHALL BE INSTALLED FOR A MINIMUM OF VENTED AREA
AS USTED BELOW OR EQUIVALENT SYSTEM PER F,B.C.
2001 SECTION 2309.7
25SH
--"I.- ~
O~T~ G
J:
CEMENTITIOUS (0 0
,\NI'" I LJ5
i:o J:
~
2SSH 25SH 25SH 8
z
~
ELEV AT 0'-0" ~
FINISH FLOOR ~
GARAGE
104,0
472.0
OFF RIDGE VENTS
(SQ. IN.)
SOFFIT VENT
( SQ. IN. )
LOCATION
2 SH
1 st LEVEL
ROOF
312.0
1338.24
-- - ----
- - - - - - - - - - - - - - - - - - - - - - -- - -- - --r - -- - - - - - - - - - - - - - - - - - - --
CD Left Elevation III
1/4" = 1'-0"
4'-0" OFF
RIDGE VENT
4'-0" OFF
RIDGE VENT ~
~2 11" 1I111111 II ITIIII
5,9 r111 I I I II II II II I II I II II II
,.( I 1 II I I II fJ .11 I II I I
,.( II II I II I III I I II rr 1 n ~
,.,..,., II I III II III I II I I II I III II II 11l'h..
II II II I I III I II III 11I1 II III II II II I II II II II 1"l"
II III III I I I III II I II II II III I I I II II I I II I I \l'".
I III II II TIIII I III IIII II I I TIIII I II II J 1111 ~
I II I II II I I II II II I II II I II I I I II I II III II II I II I Il'r-
II II II I III III I I I II I I I II II II I II II II I III I I II r
II i II II I I II II II I 1/ III T II I I II II I I III I II T I II I I IIt1
1111 111I11111111 I I 1111 II IIIIIIITI 1111111111111 I II 1111'1'-
I III I I I II I II II I III II III I I 1I1I1 II II II I III II I II I II II I II II II i1""1-,
II I I T II II II II II II II I I II I II II! I T II I I T II I I III I II 111
111I1111111111I I1111I II 111I111I11111 I 1I1I11111111111111111 I I111111111111 ~
III II 1 I III I II 1 II II I I II I II 1 II II I I I II II I I II II III I II I II II I III II T II II T I I I II "'l1
liT III I I III II I II II II T II II II I T lilT I II T I II II I III II I II I II II I II II T I III I III I I i'1'
III I II III II I II II II II I I I II I II II III II II II II II I II I II I II I III I II III II I II I II .....
II I T II II T II I I II II I I I II I I I I II II II I III II I II I I I I I II I I II I II II I I I II I I II I II II I I I I II I T 1T"h.....
T II II T I II I I II I I II I II II I II T II II II I I II III T II II III I II T II II I II I I II I II II T I I I II II II I II II II 11l"l......
II
r<
,:J
, I' 'I
! .
","r! II I II II I II II I I T I I j II I111
.....,1 II I II I II II 1I1I1 1111
.....,1 I I II I II I II 1111I111111 II
"...,11 I I II I I I II I II II I 1111 III I I T II
........" II I II I III I II III II I I II I I III I
........" II I III. I III I II T II I I I II II I 1 I 1I111 I I
1'1 II I II III I II III II I II I II II 11111 III I III I II III
01'\"'"11 I II III II I III II I II I II III II I III III I I III II I
.......,.(11 T I I I II II II T II II I III I II T II II I II II I I 1 II II I III
..A1""1111 II I I II I II II I I II I III I II I II II I II II II I I I lilT I I I I
.....,..,
...... II
I" ! I II I" I Ii
I Ii " II I II I
" , "I r I I III
III II II I II II I II I II I II II
I II I II II I III II I I II II
I I II III II 111 II 11 III I II II II I
II II T II II I liT III I II I II I III
I II II I II II I II III II I III II
II I I I II II I T II II I I II II
T I II I II I II II I II II I I III I II II II I I
II II III II I III III I II III II I III
II I II I II II I II T II II I II II
II II I II I II II I III II I II II II
~
I 5.9
I
"'"
t
~
<8
;,I
~
......
~
......
'"
,e
~
"'j
j
rJl
'"
t
Gl
~
~
---
~
::
J
i
iii
I
rJl
~
~
~
---
::i
L" ELEV AT 8'-0"
,../ 1ST FLOOR T.O.M.
-',..
>-
a:: 0
0 0
~
J- ()
0
Z -
-- en
W CO
>
~
Z ......,
0
- ...J
D~T~
CEMENTITIOUS
\lliI~
lA3SH
G
J:
'" 0
~ ~
J:
3
8
z
~
35SH
L ~ ELEV AT 0'-0"
,../ FISRT FLOOR
-1----------------------------------------------
LNc PAD
CD Right Elevation III
1/4" = 1 '-0"
o
o
\D
2
.- 0
::J~
ZVlM",
o . M '"
~"'OIN
Vl>Q)L/)
>~ as 0 I
\Den
~Q)(Y')\D
OL.(Y')",
'<1:: 0- I
"'o...cLL(Y')
~llroM
.::::.. (J) 0. co
~Q)E~
3: ro
.1-
Z
o
o
\D
w
:E
<(
z
z
:5
0..
>-~
~z
z~
Lt) w.......zz
uQOO
0 wUli)
0 - ~~ffi~
N - 08~o
ro zft ct
L. 3: J--~~~
(]J E :r: w w ~
CO~UJ
> <..9 ~ ::E
0 Q) ....4 0 5 0
+J ex:: z 0 J:
-c Vl >- ~ ::c lJ1
c: a.. ::E ~ ::)
<( o~~~
u wCt::
a..zLL
~~
::C::E
~
SHEET NO.
A4.
a.:
~
8
w
::E
o
::c
lJ1
::)
lJ1
8
N
@
LAST PLOT DATE
Mar. 21 I 05
ELEVATION III
....
rl
1
~
~.
~
~
...
8
'"
.....
N
.....
'"
00
~
~
~
~
f-<
~
/"
~
::
j
~
ii/
!
i
~
o
~
~
/"
::;
02
20
~~
(ow
~U)(9
>-02
Ll..~-
-coO::
ffiOU)
>~m
~
-'
~
(0
.
l[)
o
_I
(0
Ie
40'-0"
=--1
9'-8"
30'-4 "
-
.~ - - ~
~~ >~Y
" .~ "" r ,
,01' ~ ~ I~ /V //~// Vj/ .0/ //"~'l~O V
.", -, /~ // I / ~ / // L//...,
J03"Q"N //~/~//V~ ~~~JU~ ~
JU5 ~ ,1/ ~V~~~~~ /~ ~J05:Z"
'l //X/ // // // // // /^A1,~ ~
/ / / / >~~ / { / {. /.{ / -f ~~13"", '" '"
~ // //_"'+ + + + /A11"'''' "'''' "
// // / + "'+ + + /A09 _~ "'''' "''''
/ / / / / _ + "'+ + /A07 + '" '" '" '" "
/ / / / ~ + + ~ /,UO + _ ~ "" "" "" ""
/ / / / / - -r -r "'?t- AUJ -r -r """""
/ / / / / + + + ~l- + -~ '" '" '" '"
~ / / / / - + + + 4-A01+ + "" "" "" "" "
/ / / / / + 0 + 0 + 0 ot- 0 + 0 -~ '" '" '" '"
/ / / / / - I 1 I 1 I !I AW- 1 I 1
/ / / / ~_ I -!- I -!- I/~ A~4 -!- I -!-
'/ // // +' + /+ .~ ~06+ . .
// // ~-
/ / / / / + /;~
// // //-/y
/ /~ / / ~/ ~ /:- / /
//C~/ /;'~ I
/ // V/ I
I//'~~
/ )IVL ~ "\~,
// // """~ '~
V A,&1.I ~ '" \.. ~ '.8 /2" SPI N
-
////"'''''' ~
V /(O(~/ ~ "" "" ~ ~
~ /~ 7~ ~ 0) ~
~, 0\ 1 ~ V~....... - ~
~" 'S ~ ~ ])~ v. ^ , ~' ~
~ '/ ~ ~ ~
I
s;:: l't..,
~v
'" '"
'" '"
'"
10'-10"
+ /+
+ ~ Aoa +
+ ~ A10 0
+ ~
+ +
o 0
I ~~ T I Y
I -L ~ -L /' .J...
/
1/
802
+
~ +
~
A12
i\
Y
810
811
4-0 )1
/,~E WAL\
812
-
D01GE!
/
/
4 801
,
/""-. 803
/ '" 804
/ ~ Jn~
~
In~
J03 / Q
'01/~
-
-
I"-
o
-,
.
~
Q i'-. 103
~\iO
~ 'h-
~9
j
~
_ 4'-0"
-
5'-1 1/2"
~
~~
~7
6'-8 1/2"
-
I~
20'-2"
4'-0"
- -
=
o
-'
l[)
(0
-~
~
~
~
0)
I
0)
~
o
.
~
Truss Notes:
THE Floor and ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. Final floor and ROOF
TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. If FINAL TRUSS Layout LAYOUT Drawings
DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S
DRAWINGS SHALL BE REVIEWED AND APPROVED BY design styles, inc. and the ENGINEER OF RECORD prior to
CONSTRUCTION.
TRUSS MANUFACTURER TO verify adequacy of all specified Ivl beams and make any adjustments necessary due
to final truss design or calculated reactions. All modification to be reported to design styles, inc. and the
engineer of record prior to construction.
Electrical & hvac layouts are based on these framing layouts. Any deviations are to be approved by design
styles, inc. prior to construction.
typical truss connectors
1. ALL CONNECTORS ARE "SIMPSON, Strong-Tie".
2. USE MTS20'S FOR roof TRUSS TO FRAME CONNECTIONS.
3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES WI CS16'S.
4. USE HHETA20 FOR roof TRUSS TO MASONRY CONNECTIONS.
5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS.
6. USE (2) HTS30 FOR GIRDER TRUSS TO FRAME CONNECTIONS.
7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED.
8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS.
Design Styles, Inc. and THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS
INFORMATION IS SUPPLIED from truss manufacturer.
V / / / / / /1 ENTRY BEARING AT 12'-4"
BEARING AT 8'-0"
I i
~SSJ
E + ~
8'-0" CEILING HEIGHT
VAUL TED CEILING AT 2.5/12
10'-0" FLAT CEILING
ENTRY BEARING AT 12'-4"
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 2x4 SID.
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
f-4n
TRUSS END DETAIL
APProved by.
Dote:
ID-STATE TRUSS CO., INC.
3125 Reynolds Rd., P.O. Box 1606
Eaton Park, Florida 33840
941-665-1309 / 1-800-940-8787
BUILDER:
US HOME CORP.
LrGAI.. ADDRESS:
DR;
ANDOVER 2005 ELEV. II'
RE.Y1SION:
1M
STB
JOB .
N.T.S.
11/04/04
USSUNNY3
cJ
z
N
. ~1O
(!) 0
Z OO~I~
0::: 0) I
~ ~ ~lB:2
z x ,.....O)~
- o..Jl'),.....
(!) !II lL...- I') .
Z 00 ..- co
W q ~~eu.i
...J 0....J Q) ..
<{ e)(
0:: ~ If
(!) 0..
W
I-
Z
~ w
ow~ i!:
!ai!:
;;
1;1 i ~
~~~ ~~ ~
~8~ ~~ ;;
Z ~.
~-w 00 !t~
~~;;~?i ~
?<:~l5 ~fa ~()
fficz ~ ~~
uo~ ~v; o~
~Zfa l!a ?i
t:j~~ oc fa~
150 !Q Z
:?i~ i!:~ ~\;
. . .
s
o
U
0"1 U
o In .S
0"1 t-- fJl
.9 In ~ ~
"'d ~ !>...
i(-g .o~~.
(/)0 ~~C'l;!3~
! l..; ~ l..;~ "t 0"1 EbO"l
. QJ QJ QJ t-- ~ '(ij ~
...... "'O"IO"IQJ~
~ E ~ t-- t-- "'d 0
~(/)t-- ~~~ ,8
. ~~.~~~~ ~~
UC'l(/)Ull.~~=It:
www
a::(9u
<(~~
=>00
~~z
@ ~. ~ ~ ~ ~ ~ ~ 8 ~ ~
~gHffift~ffiS:a::~~~
:JO'x.~zu.~zO~:Jo..
O'Vl~O~OO~a-woo..
VlWo.. W ~u~
::l~o..::l~9a::f-'~~~::l
~f-'~~wj:?omwwtf:l-~
Q~w~:J ~~ol-o~
~~> Oz ~ Za::
o ..... u. 0
co (/)
c
~ 0
'Vi
'S:
0 Q)
a::
0 ~
Q)
I (j) >
N -
-
.-
L() I
I ~
I'-- Q)
.-
~ >
.......,
~ (j)
L() Q)
L.
~ 0
o
o
\.0
Q)
~o
::J~
ZU)MF"'.
o .Mf'
~"OIN
U)>"'Lt)
~,.,...Ol
>u..I\.O
~Q)M'"
Ol-M\.O
F"'.
<(0-1
a....cLLM
'~J1roM
,,::;;.. (J) Cl. co
~Q)E~
$ ro
.~
Z
o
o
\.0
l..(')
o
0-
Nro
1...$
~ ~
o+-'
-aU)
C
<(
>-1-
Zz
<(w
Z(J)
w......zz
Uooo
wUl:i1
~~ffi~
aBeD
Z~~c::(
0.:>0..
I--~:>~
:C~~~
19b1-~
C2Z5~
>- ~ :r: (J)
n.. ~ ~ ::J
a~~~
U::)wct
a.zu..
la~
:r:~
I-
>- w
rv o~
u... 0 ~
o ~~
L.. U SHEET NO. ~
r-o 8
~ ~ A5.3 I
> ~ LAST PLOT DATE ~
Z ......., Mar. 21, 05 \8f
.3 ROOF FRAMI G
- ELEV - III
o
1
~
A
~ r
4" B.S.
o
I
r-....
__ TILE
I I
CD)
'-,
L
~ 0
~ TUB
~ 21-611
y
/
/
/
'/
l J
'tj
11
42" HIGH
MIRROR M
'\
~, nIn
~ 2'-11 1/211 ~
CD Bath #1
1 1/2" = 1'-0"
-' ...--
~
1
~
nln
~
~
,
M
/,1',
,1/ "
/
" /
',//
--'.--
I D/W SINK
f SPLAY
o Kitchen
4 1/2" = 1'-0"
.....
,:.;
1
.s.
::t
""
:;;l
~
~
---.
~
---.
'"
'>l>
~
~
>
Gj
~
'C:
./:I
.s
~
'i
~
j
....-
i,
fZ
I
i
~
."
~
....-
c:i
~
",,",
"" ,
,"" '.... 0
....., ",," ,
, ""
, ""
2'-811
4'-411
POT SHELF
/~'"
/ "
/ "
,,/ ""
....." /.1
" /
, /
",~/
/
/
/
,
,
,
I
t
220 "HANSEN"
VOlT=l BOX ~~
Ft?J=1 ~...":
D W
(,'
f-
'"I"
14 1/2" X 16"---.J
DRYER
VENT RECESS
o Utility Room
1/2" = 1'-0"
~
I
M
I
"-
,
,
,
)
/
/
/
~
BASE
-~
N
--
~
o
~
,
N
-'~
~
I
~b
~
M
-'Ir
t
.
4" B.S.
o
1
N
o
I
~ -'.---
~
-r_
o
,
~...~
~
,
N
-r
N
I
~
I_~
~
~
--
~
o
1
M
'/ -1~
~
1
N
N
I
~
o
1
M
-'Ir--
~t
11-211
~
1
. .....
. '.
TO
PANTRY -
'1
/ r-
~
HALL TO
FOYER
31-111
POT SHELF
I
//",
/ ,~""
// ',......,
" //
, /
',V/
,;4"6.5.
'Y"
o
/~....."
/ "
V/ ""
1'" //
" /
",//
~
BASE
""""'1
A"
o Kitchen
2 1/2" = 1'-0"
~
co
o
1
co
t
o Arch
5 1/2" = 1'-0"
",,",
"" ,
'....,
""...;>
........ ""
........... ~""
REF.
o
1
o
~
tl
~
--'I>-
~
I
M
--',-
~ -, 0-
o
I
M
-' 0-
-r
~
I
~
~-
co
HALL TO
FOYER
o
1
co
7 Ju~1I
-r
~~
41-211
Ij
42" HIGH
MIRROR
-'~
o
1
N
- ,--
o
1
~
-'~
o
1
r-....
-'~
v-- 4" B.S.
~~
nLo. ~
nLo.
",,",
""
:,.-""
~........
",,",
, "" ,
',:,.-"" "
""....~, ",,"
, "" , ""
'...,,"" '...,,""
l J
\-I
1- -1
CD Master Bathroom
1/2" = 1'-0"
I
I I
I
i
~/7
J
POT SHELF
Ii'
I '\
I
I
'\
'\
r-..
,I
"-
/
/
,/
~
,
,
,
,
,
"
/'
/
/
I
BASE
o Kitchen
3 1/2" = 1'-0"
=
~
~
-'Ir
I
TILE
o
1
r-....
I
0) I
'-
c
o
TUB
/
j
/~
31-611
~
HOOD
RANGE
o
1
o
~
Ii'
/ '\
/ ,
~/ "
I~ I
, /
, /
',~/
/
/
/
,
:',
. ,
,
,
,
,
/'
/
/
BASE
o
I
o
~
1'-211
l'
\-
TO
PANTRY
o
J
r
~
""""'1 A"
co
~
"
-'...
-i<- _
-~
-...
(".
I
r --'r
~
oq
-r
o
I
co
o ENTRY
TO
M. SUITE
I. J
7 1/20
(j)Arch
7 1/2" = 1'-0"
2'-811
GO
~ w ~ I
~ F ~ ~
~~~ ~ ~! \ ~
~i~ r~ i
~~~ ~ . ~ ~~~
Wl1.~ N~ ~.!a
~8~ ~~ ~ ~: ~
....~w 00 ~~ ~ ~
~~F ~~!t5 ~
~~~ VlB () :E
E -3 z
e~~ ~v; o~
~tB ~!Q ~~
ffi~1i; 01: B~
:~3 ~~ ~~
---
~'~
\~\\. ~
~)..~
---
<.3
z
J... '
~~r~
(/~
~~ S
o
r ~... ~ ~
~>- E .9 ~ ~ .~
.....- ......"d Cf') ......
Ir"'- E"g .ooo~
II ~ Cf) 0 li:~c::j ~Cf')
,. V) "'; '-' C!:: ,-,' 1 0\ bbO'l
r I r" ~ (l) ~ t... ~ .~ ~
~ J r ~~ ~g:g:~o
I~ J ~~~ ~~~ ~.~
fl. ~ ~ 'S ~ t; t; . ~
~ f- UNCf)Uo...~ ::tt:
,
C
I
-
('
c:
,.
~
1
-
(".
,...
C
I
('t"
UJUJUJ
oc19u
<t~~
=>00
&S~z
~
~7 1/2"
co
~
o
o
I
C\I
LO
I
I'--
~
~
LO
~
>-
0:::
o
~
z
w
>
z
-
N
'" ~ co
Z o~
0:: co~IO
~ ~ ~g~~
Z >< ......O)~
- o...Jl")......
'" cnll..-I") .
Z CO-lD
W c! ~eu.l
~a.....J."
c: )(
~~
'" a..
W
I-
Z
11\
II
.
. .
/ /'............
/ 1,..00/ ...........,
'\ / 1'........ /.....
'\ / ...........-/
..../
I'
I ,
I ,
'\ I '.
\:,. "-
4" B.S.
V'l -~ ~ 5
-z:::[ 0:::[ '"
~~go~tno 8~f5
~gHffift~mft"'~~::l
::JO'e:::[ZLJ..:::[zo<t::JQ.
S\lil",o~oo~nWRl1.
:J~~:j~8~~~~~~
<t~ ~~~~WWLJ..I-<i:
Q~w<t::J ~:::[~RO~
t(<t> Oz r-Z",
0..... 0
o
o
\.0
2
1-
:J
ZUl
o .
~ "0
Ul >
~-
>(0
~ Q)
o l-
... <I: 0
a....c
~~
~~
o
v
,.-i~
,.-i~
IN
"'LJ)
01
\.0",
(V) \.0
(V)~
- I
LL(V)
ro,.-i
0..00
E~
ro
.~
Z
o
o
\.0
Vl
C
o
'Vi
'S;
~
~
(I)
(/)>
-
-
.-
I
3:
Q)
.-
>
+-'
(/)
Q)
L.
o
l.J")
o
0-
Nro
~$
~ ~
0+-1
-aUl
C
<(
>-1-
Zz
<:{w
ZV)
......zz
Wooo
UWUtn
~~z~
o8~o
Z ex: f2 <:{
0-;:>0..
~>::E
I--ww~
:Ca)~UJ
19 b I- ::E
C2zB~
>-~Iv)
a.. ::E ~ :)
Ozex:~
U:)wCX:
O-ZLL
V)Z
......<:{
I::E
I-
UJ
O~
O~
:)
~a..
() SHEET NO.
o
-
CO
a.:
ex:
o
U
W
::E
o
I
V)
:)
111
8
N
@
co
~
-+oJ
o
.....J
A6
LAST PLOT DATE
Mar. 21. 05
ao
~ i
~
a~~ Q.
~j; ~
0 ~i~ ~
z ~~~ ~
c.5 t"l ~~ 2
~~
z ~~I ;~ ~
Ct:: a)~IO j;
W ~ g~~ ~ ~ C'.2
W z
Z Xli-;;)'_DO ~~~ ~~ :..Ja::
'-' ~ ....1"). .... ;:.; fa ~~~
z a)....m ~~O !!! ~:;F.
. ~~euJ
w o " ~~~ ~~ ~I
SEE FND. PlN 3/4" X 9" RECESS ...J a:...j,,"
FOR STEP DOWN C2 ~~ ~~S I~
HGT (TYP 3 1/2") ~ 0- S!!!
~ :~~ ~~ zj;
z ~15
PORCH F.F. . . .
N
--
.....
M
(1) # 5 REBAR
. 1
'i=lli=III=lli=I'I=III=- , '. ;. - ::
~-II' ill -II' ill -III:.' '. .,', .'
-1-,-1--.... z
I ,1~11111]llllli!I!IIIIII: ..'...........~ ~ ~
-=I!!=I'I=III= ... . ·
} 16"~
GRADE
FINISH FLOOR LEVEL
W,W.M.
w
o
N
2) #5
REBAR
SINGLE STORY FTG
BEARING
SECTION @ GARAGE
1 STORY
THICKENED EDGE
STEP DOWN @ ENTRY
SCALE: N.T.5,
SCALE: N,T.S.
SCALE: N.T.5.
SCALE: N,T.5,
FRONT WALL
OF GARAGE
PROVIDE 1 1/2"
DEEP X 13" WIDE
RECESS AT GARAGE
DOOR.
1/2" EXP. JOINT
AUGN DRIVE W/
BOTIOM OF
RECESS & PITCH
DRIVE
PROVIDE 1 1/2" X 5 1/2" RECESS
FOR (2) PANEL UNITS
PROVIDE 1 1/2" X 7 1/2" RECESS
FOR (3) PANel UNITS
AT SGD LOCATION
W.W.M.
4" X 8" X 16" CMU
(TILE SILL BY
TILE CONTRACTOR
(RAISED OR FLUSH)
F.F. W.W.M.
s
o
U
0\ U
o l1) .S
0\ ~ rJ'J
.9 l1) ~ IlJ
"d"d ~ .-
E~ .ooo.c-
~c2 ~~~ as<
~ IlJ ~ ~ ~ '1jj ~
~ ~ ~O\O\ llJo
~ci5~~~~~g
~~.~~~~ ~~
U C'-HIJ U 0... ~ ~ =It:
UJUJUJ
oct9u
~~~
=>QO
5S~z
Vl Vl Q Z
~ ~ ~-~ ~ ~-~ ~ ~ ~ ~ ~
:JOX::Ezu..::EZo<C:Ja.
O'Vlg.....~OOW--owoa.
VlW....O=1:w :,0: :;u<C
::j~~::jf-'9~~~it!~~
<C~~~~~~~!~~~
o ~ u.. a
co
~ LAST PLOT DATE
(5 Mar. 21, 05
-.J
2-#5 REBAR
.W.M.
16"
3 1/2"
0'0" FIN. FLR.
N
.....
SECTION @ GARAGE DOOR
SCALE: N.T,S,
STEP DOWN BRG.
SECTION @ SHOWER
S.G.D. SILL DETAIL
BEARING
1 STORY
SCALE: N.T.S,
SCALE: N.T,S,
SCALE: N.T.S,
FOUNDATION NOTES
GENERAL MASONRY NOTES:
3) SOIL:
3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR)
4) CONCRETE:
4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2500 PSI (NORMAL WEIGHT).
4.2 REINFORCING BARS: ASTM A615 (GRADE 40).
4.3 WELDED WIRE FABRIC (WWF): ASTM A185.
4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACl 315.
4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3"
BOTIOM AND SIDES.
4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK
AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED
WITH 6X6 - W1.4 X W1.4 WWF AT MID-DEPTH OF SLAB.
4,7 CONCRETING OPERATIONS SHALL COMPLY WITH ACl STANDARDS.
4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20., #3 BAR IS".
4,9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS
104.2.6; 104.2.7; 1403,1.6, 1503.4.4; 1816; 1916.7,5; 2303.1.4 & 2304
1. MASONRY UNITS: lAW ASTM C90
2. MORTAR: TYPE 1'1 OR TYPE SlAW SBC TABLE 1402.8B IS
REQUIRED TO BE TYPE M OR TYPE S
3, GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP
3000 PSI OR ASTM C476
4, CONCRETE: 2500 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR
FOOTINGS: 2500 PSI FOR SLABS ON GRADE
5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN
ACCORDANCE WITH ASTM A615, A616,A70
co II)
C
~ 0
'0:;
.>
0 ~
0 ~
~
I (J)
N -
-
.-
L() I
I ~
f'-.. Q)
.-
~ >
.......,
~ (J)
L() Q)
'-
~ 0
rl
,:.i
i >-
i 0:::
~
8
;,l 0
~
-..
~
;;;- I-
:>b
~
~ Z
...- W
::;j
~
j >
...-
~
~
...- Z
j
</l
...-
~ -
~
~
...-
::i
UJ
O~
O~
:3
~o..
()
o
-
CO
z
o
~
(/)
~
>
~
o
, <(
a.
~
~
o
o
~
~
:J
Vl
o
~
,.-ir-.....
~r-.....
"'~
o.
~'"
(Y')~
(Y')r-.....
- .
Ll..(Y')
ro,.-i
c.CO
E~
ro
t-
.
'U
>
-
CO
(]J
L-
a
..c
~
Q)
3:
.
z
o
o
~
>-1-
~Z
Z~
Lt') UJHZZ
0 u@8~
0 - ~~Z>
N - 08~o
ro z ex: c::(
3: o.~o.
1- w :::!:
(J) I-ex:w~
E ::C~~UJ
> 2 <..9 b I- :::!:
0 ~Z5~
-0 (/) >-~~(/)
C a.. :E ::)
O~ex:~
<( U wC:::
o.ZLL
~~
I::E
I-
SHEET NO.
0.:
ex:
o
u
w
:E
o
I:
V'l
::)
Ii)
o
o
N
@
Sl
PRECAST "U" LINTEL WI 1-#5 CONT. IN
GROUT @ OPNGS. 6'-0" & OVER.
PRECAST "U" LINTEL ALL OPENINGS
UNDER 6'-0".
~
~
I: G' G, I,'ILI' :1",'" "I: 'JL'.,
" 0,", ',' r~." /..' \1',0,.' '0.'" I,,';."
I
:. <:;",~~ ~<'1;!>,~:~~ ."J>~ ~'~ :;\~ ~'~ ;)\~ ~(': ~\:. :.~:\.~ t'~\.,:' .'
I
~, '
.
I
I
I
I
r ,', I' " 'I
1::( -.: ~', ~';>'0~"1
j' ;',' I
h' : 0, ,.,I
", ~,
"
, 'REBAR BOTH SIDES FOR
I
I
, ,OPENINGS 6'-0" OR MORE
I
I
I
~'
':: :,
"
I
I
I
I
I
I
I
[
:: "",
I
I
,
I
I
,:, ;)
I
I
I
I
I
[:'
:: ::
". ::.
, "
I
I
I
I
I
I
I
,
I
I
h "
I
* ,,I
I
I
.
0,'
I
I
I
I: ',' ~:', . ,; ':; .; ,;., " :'.' ',: ',; ,,' ",' .'. ",; ",;",; ".;",; ", ,:' ',; "',; "'.; 'I
,:..~:.<.:. :.,~ ~~~ <:l :"',. <\ ~,';~ :.,~;<! :,~'<! ~.~'<! :',~:,"~ <\ :',.'c :"~;a :"~'J :.,~;<: :"~;a :.,~ ~,~;.: ::.,~~. J ~'~;<l
T I SEE FOUNDATION PLAN J
LSEE FOOTING DETAIL .
TYP. MONO. FTG. FOR LOCATIONS
CD BLOCK WALlJRElNFORCEMENT
5-2
"
"
_______ EXISTING U-BLOCK W/ 1 #5 CONT.
ill
~ = ~ DRILL 3{4"X 5" MIN. HOLE
SET BAR IN EPOXY
= = CAP TO PREVENT LEAKAGE
#5X6'EMBEDDEDINTO
EXISTING U-BLOCK LINTEL
-------- FILL CELL FULL HEIGHT W/
NON-SHRINK GROUT
fA\
~5X6'EMBEDDEDINTO
~ EXISTING FOOTING
DRILL 3/4"X 5" MIN. HOLE
SET BAR IN SIMPSON
"SET" EPOXY OR EQUAL
==
- ".."
20" MIN. LAP
f f
.~ #30 OR #4 RE;NF~RC~NG BAR
~
z
~
::E:
u.
o
~
Lt
~
u
~
Ln
N
\~
=
...~
UJ
U
~
a.
I/')
a.
:5
I
#3 & #4 LAP SPLICE
25" MIN. LAP
~~~W "l~~ ~~ vfv ~v-vvv-
#S^REI RCr ^ B Ii
=
=
#5 REINFORCING BAR
~~
~
l 10" 1
EXISTING FOOTING
#5 LAP SPLICE
=
"
"
I
I
..;-
I
36" MIN. LAP
,J ,'m^ '~~';69~H~9~6~tiNd~AR9~S^~HC ~N' ·
#6 LAP SPLICE
r:'\ TYPICAL REBAR SPLICE DETAIL
\::Y
SCALE: N.T.S.
#5 STD. 90 HOOK
SCALE: N.T.S.
CD RETR(HlT FIlLED CELL DETAll
5-2
....
....
1
~
~
fil
8
...
~
.......
!::l
.......
'"
ob
~
=i
::
~
....-
~
~
!
i
~
o
"j
~
....-
::i
NOTES:
(1) IF RETROFIT FILLED CELL CONDITIONS
EXCEED (3) PER PROJECT CONTACT
ENGINEER OF RECORD FOR ADDITIONAL
INSTRUCTION.
(2) FOR PROJECTS IN HILLSBOROUGH
COUNTY, ALL FILLED CELLS MUST BE
WITNESS BY A LICENSE INSPECTOR OR
AN ENGINEER.
I
I
I
TYP. DOWEL 25"
MIN. LAP (ACl 530)
SCALE: N.T.5.
SCALE: N.T.S.
TYP. TIE BEAM W/3000 P.5,I.
CONe. W/l #5 REBAR CONT.
SIMPSON SP4 W/6 - 10D
I
v r vr v .' v
A . I A A 1
___ I ]I[) OJJJI
t NON-SHEARWALL SEGMENT
t I1II IIII 1111111111.1
I
fALL SHEARWALL SEGMENTS CONSIST OF A FILLED
r CELL EACH END WITHOUT AN OPENING BETWEEN.
t SEE FLOORPLAN FOR FILLED CELL LOCATIONS.
FILLED CELL:
t FILL BLK. CelLS WITH
~ GROUT ONE #5 @ LOCATIONS SHOWN
L ON THE FOUNDATION PLAN
I AND FLOOR PLAN.
t I ~ MIN. LAP 25" (ACI 530)
1_" ~ V
r, ,:"..'..' h TOP OF SLAB ~
I . ~..' ~.
~',o.~'I:),
.~ i..
I
LINTEL BEAM:
1 COURSE LINTEL
BLOCK W/ 1 # 5
BAR & GROUT
MIN. 25" LAP
SPLICE (ACI 530)
TYPICAL SHEARWALL SEGMENT
I
I
3 1/2" 2500 P.5,I. CONe. SLAB
OVER 6 MIL V.B. OVER CLEAN
COMPACT. TERMITE TREATED
EARTH FILL REINFORCED WITH
6X6 W1.4XW1.4 WWF
I
I
NOTE:
SECTION BETWEEN DOWN RODS
ARE CONSIDERED SHEARWALLS
UNLESS OPENINGS ARE BETWEEN
THEM.
~
I
loA >). ~
(""~
~ l'
/ vi ----
~ ...~
- STANDARD HOOKS W/25"
MIN. SPLICE
-TYP. FILLED CELL W/3000
P.S,I. CONe.
W/l #5 REBAR VERT.
/
8" e.M,U,
----
I
-
f\
INTERIOR BEARING WALL
INTERIOR SHEARWALL
EXTERIOR FRAME WALL
f\
I
f\
I
I
f\
f\
.. ' 'i> -.,,>.. -', a'" ~.'7 J
,,' .~' j7 .,,' '. ~- ',' v' "";'7' '. " ~ . " v .
,," ,."" "7" """"".~. ~ 7, Il. 4', ,. "V\ ,.,..J",.
, """ .. .' ".. J, "'~' ~.., ,1.,.r c< -.'
... r:;~.q l(...., '.'q . L.::l. "" ,'"'a ~ ....... <::7 -c..
: . ,. ...: "'""'~.. : b..,. ,.: ,.,,:.,. IJ", : _ ,. ry- A . "t3: : . ,. ,. :
r;'\ TYP. SHEAR WALL SECTION
\::y 9/16/03 TH
1~3 FRAME (EXT./BRG./SHEAR) WALL
r 3 'TO MASONRY CONNECTION DETAIL
\ S-2 ) 1/2" ~ 8" "J" BOLT @ 40" o/e SHEAR = 61 PLF.
~ 1/2" ~ 6" EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PLF.
2-7/8" HILTI X-DNI NAIL @ 12" O/C SHEAR = 140 PLF.
1/4" ~ 3" TAPCONS @ 16" O/C SHEAR = 198 PLF.
SCALE: N.T.5.
6
INSTALLATION OF WINDOW
BUCK STRIPS - lX3 (MIN). GLUE
STRIP W/ADHESIVE SEALANT
& SCREW W/3/16" X 2 1/2" PHILLIPS
FLAT HD. "TAPCON" SCREW MIN.
4" FROM END & 16" O.e.
_ BLOCK LINTEL
" " "
~ ~ ~ :~~ .A~ ~,f-
i\' ", ,1, ''\ , ,1. '"
~,,~<,,~
./ ~~ ~ ~'""
/
_1/2" DRWAlL
EXT. FINISH
DRIP EDGE
INSTALLATION OF S,G.D.
BUCK STRIPS - 1X4 (MIN). GLUE
STRIP W/ADHESIVE SEALANT
& SCREW W/3/16" X 2 1/2"
PHILLIPS FLAT HD. "TAPCON"
SCREW MIN. 4" FROM END
& 16" O.e.
BUCKSTRIP - lX3 MIN (WINDOW)
1X4 MIN (SGD)
1/8" SHIM SPACE
@
,€ \.
~ -
,
WINDOW/SGD
" ,A _____ SEALANT
---- BACK OF JAMB
~ :€
1 11/2" RECESS
I IN SLAB
SLIDING GlASS
DOOR
TRACK - FILL ALL HOLES
W/l" X #8 ST. STL. SCREWS
W /PLASTIC ANCHORS
SEALANT
---
-"
@ MASONRY OPfNING
6 S.G,D. INSTALLATION
S-2
!I!II!II
....>
i'
II111111
6
TYP. 8" BLOCK WALL
""'~
~1
(~
1 X P.T. W/ 3/16" X 2 1/4"
TAPCONS @ 18" O/C MAX.
& 6" FROM CORNERS
CD MAS. WAll EXT. DOOR JAMB
S-2
SCALE: N.T.S,
MASONRY CODES
5) MASONRY:
5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
ASSOCIATION AND ACI 530.
5.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
5,3 MORTAR SHALL BE TYPE S.
5.4 ALL BLOCK CELLS AND CAVrnES BELOW GRADE SHALL BE
FILLED WITH CONCRETE WHEN STEM WALL IS GREATER
THAN 24" TALL ABOVE GRADe
5,5 FILL CELLS SHOULD BE LOCATED AS INDICATED ON
FOUNDATION PLAN.
5.6 LINTELS SUPPLIED BY APPROVED MANUFACTURER:
1) FECP/CAST-CRETE CORPORATION
2) POWER CONCRETE
3) ALlIED PRECAST
4) LOTI
\ 2-#5X6' IN CONe. FILLED CELL
tJ 80 Q?
jJ
4" ~AWCUT
(7'\ SECTION
'lSJ
SCALE: N.T.S.
8/01/03
SCALE: N.T.S.
SCALE: N.T.S.
~~
~p
o
z
('4
g ~~
ffi ~~~~~
w ~ 0>>('4
Z X ...J~,....oo
Cl glJ......n .
Z 00....00
w d~~ew
0.:3G"
...J C )(
~ ]~
Cl a..
W
r-
z
~ L.J ~\
o F ~
~~~ ~ ~
~~~~
~O~ ~ ~
~~~ ~~ ~
~8~ ~~ F
z go.
t<-L.J 00 ~~
~~F;i~ ~
~~l5 ~B ~~
~ -3 ~z
o~~ ~~ 01
~ZB !!!2 ~
ffit:j~~ 01: B~
o !a Z
:~:S F~ ~Hts
.
. .
HURRICANE ANCHORS (TYP.)
SPLICES 25" MIN.
('LAP (AO 530 ) 10" HOOK ~ STD. 90 HOOK (TYP,)
(TYPICAL)
~ j. TYP. BOND BEAM
"',' , 'I' II' "["'" 8" X 8" X 16" K.O.
, .', , . ' LINTEL BLOCK
.' -... ,., . , FILL W / GROUT &
I I k, 1 #5 DIA. REBAR MIN. LAP 25"
(ACI 530)
IT,\
~
~P-h
~
Z~
- .,..
-.f:
V~'~
-- <t
-
IV/j ~
r r .(
.... J r
~ {
.... ~
UJUJUJ
~l9U
<(~~
=>00
5?~z
co
~
o
o
I
C\I
L()
I
I'-
~
~
L()
~
>-
0::
o
r-
z
w
>
z
-
....
GO
1
~
~
~
~
Lr')
c::;:)
c::;:)
N
~
C'1
0::
c::J:
~
U
Ill'
'3-
\
s
o
u
0\ U
o Ll') .6
00\ t--. rJl
...... Ll') ~ OJ
"'d ~ ......
-a] .0000
U)c2 ~~~~ ~ffi
I-< I-<t I ......~
~OJ ~t--.t--.rJl~
ro~rL_ ro~~~~8
U).... KK '0
OJ t.....~ OJ ~ ~ ~ ~
......~ S...... " ~
UNU)Uo..r.z.. :tI:
I/') V1 ~ Z
~~-5::E: -g::E: 8~g
~g~~~~~~~o~~
:J0'><~ZU.::E:ZO~5~
~1/')~o~OO~QUJO~
--l~&:j~g~~~~~--l
~f-<{~UJ~O~UJUJu..f-~
Q~UJ~:J ~~~o~
~<{> Oz ~r-Z~
o .... U. 0
II
....:
~
(J)
-
-
.-
I
3:
<1>
.-
>
+-'
(J)
<1>
So..
U
UJ
O~
O~
:)
~o..
U
o
-
CO
o
o
\.D
~O
::lV
Z(j).,-if',.
o ..,-i f',.
~""OI
(j)>Q)~
~MOI
>L.I..I\.DQ)
a~~~
::' <t: 0 - I
~a...cLLM
~:Ell roM
<( (J) c. CO
~~~~
.J-
Z
o
o
\.D
\I)
C
o
'ij)
'5
Q)
~
l.()
o
o
N
1-
Q)
>
o
-a
c
<(
ro
3:
E
2
(j)
2" X 4" P.T. W/
I ~ (3) 1/2" X 8" "J" BOLTS OR
v V (3) 1/2" X 6" EXPANSION ANCHORS OR
~ (6) 3" X 1/4" TAPCONS
. : V (B) 27/B. HIlT! TIX-DNI NAILS
SHEET NO.
52
co
-q- LAST PLOT DATE
(5 Mar. 21, 05
-I
>-1-
~~
ZVl
W-ZZ
UOOO
wu......
~~Z~
o8~o
Z~~<(
0..:>0..
W:>::E
I-~ <(
WWI-
J: ca J: UJ
(.9 I- I- ::E
.....-1 0 ~ 0
c:r= Z 0 ::c
>-~F(J)
Q. ::E ~ :J
O~~~
U:)W~
o..ZLL
VlZ
......<(
J:~
I-
0.:
~
o
u
UJ
~
o
J:
Vl
:J
LI'l
o
o
N
(Ql
ENGINEERING
SPECIFICATIONS
I PRODUCT DESCRIPTION 1
HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGr~ED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS.
I MATERIALS I
. F'C 8" PRECAST LINTELS = 3500 PSI
. FC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI
. FC 4" PRECAST LINTELS = 3000 PSI
. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP,
IGENERAL NOTES I
1. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
2. SHORE FILLED LINTelS AS REQUIRED.
3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL
AND/OR STRUCTURAL DRAWINGS.
4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT
ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING.
5. ALL LINTELS MEET OR EXCEED L./360 VERTICAL DEFLECTION, EXCEPT
LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET
OR EXCEED L.l180.
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTIOM
OF LINTEL CAVITY.
7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTIOM
STEEL FOR MECHANICAL ANCHORAGE.
I SAFE LOAD TABLE NOTES I
1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING.
EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED
BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES.
2, N.R. = NOT RATED.
3, SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD.
4, SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR.
5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE
DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE
THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES
BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY
FROM THE FACE OF SUPPORT,
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTElS
(AST-(RtlTe
_______ TYPE
LENGTH_______
SAFE LOAD - POUNDS PER LINEAR FOOT
nOB 8F12-0B 8F16-QB BF20-QB BF24-0B 8F28-QB 882-0B
8U8 BFB-IB BF12-1B 8FI6-1B 8F2D-IB 8F24- IB 8F2B-IB BF32-1B
3069 4605 6113 7547 8974 10394 11809
2231 3069 4605 6113 7547 8974 10394 11809
3069 3719 5163 6607 8054 9502 10951
2231 3069 4605 6113 7547 8974 10394 11809
2561 2751 3820 4890 5961 7034 8107
1966 2693 4605 6113 7547 8974 10394 11809
1969 2110 2931 3753 4576 5400 6224
1599 2189 4375 6113 7547 (7 8672 10294 11809
1349 1438 1999 2560 3123 3686 4249
1217 1663 3090 5365 7547 (36 7342 (19 8733 (19 10127 (19
1105 1173 1631 2090 2549 3009 3470
1062 1451 2622 4360 7168 (45 6036 (19 7181 (19 8328 (20
1238 2177 3480 3031 3707 4383 5061
908 1238 2177 3480 5381 8360 10394 (3r 8825 (14
1011 1729 2632 2205 2698 3191 3685
743 1011 1729 2661 3898 5681 8467 (44 6472 (15
699 1160 1625 2564 3486 2818 3302
752 1245 1843 2564 3486 4705 (37 6390 (47
535 890 1247 2093 2777 2163 2536
643 1052 1533 2093 2781 3643 (38 4754 (45
582 945 1366 1846 2423 3127 4006
582 945 1366 1846 2423 3127 4006
540 873 1254 1684 2193 2805 3552
540 873 1254 1684 2193 2805 3552
471 755 1075 1428 1838 2316 2883
471 755 1075 1428 1838 2316 2883
424 706 1002 1326 1697 2127 2630
442 706 1002 1326 1697 2127 2630
NR NR NR NR NR NR NR
458 783 1370 1902 2245 2517 2712
NR NR NR NR NR NR NR
412 710 1250 1733 2058 2320 2513
NR NR NR NR NR NR NR
300 548 950 1326 1609 1849 2047
NR NR NR NR NR NR NR
235 420 750 1037 1282 1515 1716
NR NR NR NR NR NR NR
180 340 598 845 1114 1359 1468
NR NR NR NR NR NR NR
165 315 550 784 1047 1285 1399
NR NR NR NR NR NR NR
129 250 450 654 884 1092 1222
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
2'-10" (34") PRECAST
3'-6"
(42") PRECAST
4'-0"
(48") PRECAST
4'-6"
(54") PRECAST
5'-4"
(64") PRECAST
5'-10" (70") PRECAST
6'-6"
(78") PRECAST
7'-6"
(90") PRECAST
9'-4"
(112") PRECAST
554
10'-6" (126") PRECAST
475
11'-4" (136") PRECAST
362
12'-0" (144") PRECAST
337
13'-4" (160") PRECAST
296
14'-0" (168") PRECAST
279
14'-8" (176") PRESTRBSED
N.R.
15'-4" (184") PRESTRESSED
N.R.
17'-4" (208") PRESTRESSED
N.R.
19'-4" (232") PRESTRESSED
N.R.
21'-4" (256") PRESTRESSED
N.R.
22'-0" (264") PRESTRESSED
N.R.
24'-0" (288") PRESTRESSED
N.R.
SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS
rl
,:.i
-3
~
8-
....
i
e..
8
"
o
.:,i
~
"
11
"
'"
ol>
~
~
~
,-
::;
?:
~
~
iil
J
~
~
.g
~
,-
:::i
(AST-(R.Te
_______ TYPE
LENGTH _______
SAFE LOAD - POUNDS PER LINEAR FOOT
8Rf6-OB 8RflQ-OB 8RfI4-0B 8Rf18-QB 8RF22-OB 8RF26-QB
8RU6 8Rf6-IB 8RflD-IB 8RflHB 8RfIB-IB 8RF22-IB 8RF26-IB
1749 3355 3280 4349 5421 6493
1635 1891 3699 5206 6639 8060 9479
1596 3063 2992 3968 4946 5924
1494 1756 3699 5206 6639 8060 9479
920 1770 1716 2277 2839 3402
866 1167 2481 4567 6389 8060 (34 7917(19
859 1653 1600 2124 2649 3174
810 1113 2342 4242 6639 (10 8060 (39 7402 (19
901 1825 3120 5048 7747 9448
901 1825 3120 5048 7915 9479
755 1490 2459 3776 5743 7239
755 1490 2459 3776 5743 8998 (19
466 999 1568 2253 3129 4091
526 999 1568 2253 3129 4150
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
8Rf3O-QB
8Rf3D-IB
7567
10893
6904
10893
3966
9311 (19]
3700
8706 (19
7360
10893 (32
5623
10893 (48
3146
5891 (47
4'-4"
(52") PRECAST
4'-6"
(54") PRECAST
5'-8"
(68") PRECAST
5'-10" (70") PRECAST
6'-8"
(80") PRECAST
797
7'-6"
(90") PRECAST
669
9'-8"
(116") PRECAST
411
. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA
COMPRESSIVE STRENGHT = 1900 PSI
. REBAR PER ASTM A615 GRADE 60
. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
. 7/32 INCH WIRE PER ASTM A510
. MORTAR PER ASTM C270 TYPE M OR S
+
APPLIED HORIZONTAL LOAD
SAFE HORIZONTAL LOAD
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM
NEXT LOWER HEIGHT.
9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM
NEXT LONGEST LENGTH.
10, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT,
11, ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN,
12, THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION
FOR GRADE 40 FIELD ADDED REBAR.
EXAMPLE: 7'-6" LINTEL TYPE 8F32-lB SAFE GRAVITY LOAD = 6472 (15)
W/ 15% REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
~AST-~Rn'e SAFE LOAD
~ ~ PlF
_______ TYPE REINF.
LENGTH _______ 8U8 8F8 CMU*
<1.0
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
(AST-(RtlT.
_______ TYPE
LENGTH _______
2'-10" (34") PRECAST
3'-6" (42") PRECAST
4'-0" (48") PRECAST
4'-6" (54") PRECAST
1293 1642 2135
2'-10" (34") PRECAST
1025 1024 1830
3'-6"
(42") PRECAST
4'-0"
(48") PRECAST
765 763 1365
4'-6"
(54") PRECAST
592 591 1057
5'-4" (64") PRECAST
5'-10" (70") PRECAST
6'-6" (78") PRECAST
411 411 734
5'-4"
(64") PRECAST
340 339 607
5'-10" (70") PRECAST
6'-6"
(78") PRECAST
507 721 483
7'-6" (90") PRECAST
9'-4" (112") PRECAST
424 534 357
7'-6"
(90") PRECAST
9'-4"
(112") PRECAST
326 512 227
10'-6" (126") PRECAST
10'-6" (126") PRECAST
284 401 178
11'-4" (136") PRECAST
11'-4" (136") PRECAST
260 452 152
12'-0" (144") PRECAST
244 402 135
12'-0" (144") PRECAST
13'-4" (160") PRECAST
217 324 109
13'-4" (160") PRECAST
14'-0" (168") PRECAST
14'-8" (176") PRESTRESSED
15'-4" ( 184") PRESTRESSED
17'-4" (208") PRESTRESSED
19'-4" (232") PRESTRESSED
205 293 98
14'-0" (168") PRECAST
N.R. 284 89
14'-8" (176") PRESTRESSED
N.R. 259 82
15'-4" (184") PRESTRESSED
N.R. 194 63
17'-4" (208") PRESTRESSED
N.R. 148 51
19'-4" (232") PRESTRESSED
21'-4" (256") PRESTRESSED
22'-0" (264 ") PRESTRESSED
21'-4" (256") PRESTRESSED
N.R. 125 42
N.R. 116 39
22'-0" (264") PRESTRESSED
24'-0" (288") PRESTRESSED
24'-0" (288") PRESTRESSED
N.R. 91 33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
~AST-~R.Te SAFE LOAD
~ ~ PLF
------- TYPE 8RU6 8RF6 REINF.
LENGTH _____ CMU*
SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS
(AST-(RtlTe
_____ TYPE
lENGTH ______
4'-4" (52") PRECAST
4'-4" (52") PRECAST
4'-6" (54") PRECAST
5'-8" (68") PRECAST
758 757 1365
694 693 1249
4'-6"
(54") PRECAST
5'-8"
(68") PRECAST
408 407 734
5'-10" (70") PRECAST
687
5'-10" (70") PRECAST
382 381
6'-8" (80") PRECAST
595 788 510
6'-8"
(80") PRECAST
7'-6" (90") PRECAST
9'-8" (116") PRECAST
7'-6"
(90") PRECAST
509 674 393
9'-8"
(116") PRECAST
370 490 227
* SEE NOTE 18
8F32-IT
882- 2T
9608
9608
7636
7636
6627
6627
5861
5861
4924
4924
4498
4498
4038
4038
3508 (9
3508
2494 IS
2842
2007 15)
2544
1749 15)
2369
1582 15)
2247
1321 14
1993
1218 14
1954 (7
112914
18H 11
1052 13
1801 14
872 12
1470 14
746 12
1225 14
654 11
1046 13
629 11
997 13
566 10
875 13
8Rf30-IT
8Rf30-2T
6183
6183
5924
5924
4594
4594
4453
4453
3865
3865
3257
3421
2322 16
2652
-J
6
~
~
I
IJ")
rl
NOMINAL WIDTH
NOMINAL HEIGHT
. <.
'~
~. D
'f c,
.
't. ,
o 0
8RF14-0B/lT
o
-J
~
Z f-
i: J:
o 8
Z W
J:
- ./
i-
i--~
r-
r-
i-
r-
#5 REBAR AT TOP
MIN. (1) REQ'D
J 1-1/2" CLEAR
e.M,U.
i:o
rl
~ 7-5/8" j
ACTUAL
8" NOMINAL WIDTH
TYPE DESIGNATION
r F = FILLED WITH GROUT / U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF #5 REBAR AT
I BOTIOM OF LINTEL CAVITY
8F16-lB/lT
J J L QUANTITY OF #5
REBAR AT TOP
o
LINTEL PLAN
o
LINTEL SCHEDULE
(',
t. 0'
D
c1 c,
.
~
D
'f c,
.
t. ,
O~O
't. 0
O(gjO
o
8F16-0B/lT
8F16-lB/lT
o
@)
o
I
o
.
;r
....
~
.
.
.
.
.
.
(G)
.
.
00.
C.I
~^
.
.
.
~~
o
U
~I
U
o
.
(F)
~.
I'
I
Lr-L\
)~
/ /
/ /
/ /
/ /
/ /
/ /
(/
~
L
1T~
~,
II l(
i~r:
r-' ~, .
v
~. .~ 0
o
.
~
. .
.
I
. I
I
I
I
I
I
I
I
J
. ..1
I
I
i
~
I I
- . - .-.-- ..- --..---.-- _u1 ,--
~-I
II I
,V~
o
00
.1 I
I I
l~ <
rLit
V//////////J
I
I
I
I
I
I
I
L
r.. .
A1~
~~~
\~1~~ ~
~/,,~
---
~,\
I
~ '~ '
l~_~-A
rJ~
z.-
- .
vFC.~
...r<l:
...
IV ;,., ,aJ
~~J
~ ~
.
.
o
.
.
.
www
ocl!)u
<(~~
=>QO
5S~z
8. CAST-IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF
CONCRETE MASONRY UNITS.
9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530
10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS, 03-0605,05
AND 03-0605.04
1l,THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS
SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926
OR OTHER APPROVED COATING.
12, LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL
(LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE
FOLLOWING EQUATION:
APPLIED VERTICAL LOAD
SAFE VERTICAL LOAD
o
.
.
.
.
.
co
~
o
o
I
C\I
L()
I
I'--
~
~
L()
~
.
>-
0:::
o
r-
z
w
>
z
-
o
z
N
g ~~
~ ~~~~~
Z x..J -;;) :': ~
e" ~ u..... I"') .
Z co ... co
'I"-!~ei..t.l
WOS"
...J a:..J v "
~ ]~
e" a..
W
I-
Z
z
~UJ~ ~
~;;g ~
~i~ ~ ~
~~~ ~ ~
~~~ ~~ UJ
~8~ ~~ ;;
....~UJ 00 ~~
~~;; ~~ ~iS
u.. ;)io
~~o lI)UJ ~
~cZ -~ 0 ~
uo~ !ill) 0:5
~Z8 I!!! ~o
ffi~1il oc 8~
:~3 ~~ ~15
00
I
L.j
a..
It
Ll")
~~u
~\~
cz:::
.::1:
~
e
e e
s
o
U
0\ U
o Ui .S
00\ t--.. rJl
.... Ui c<) ~
]] ~ooo ~
rJ) 0 G:: ~ F1 ~ c<)
I-< ~ 1-<'10\ 5'00\
~ ~ ~ ~ ~ 'Vi ~
~ m ~ ....' 0\ ~ 0
~~t--..~~~'"dO
rJ) t--..t--.. ~'o
~~.~ ~~~ ~
UNrJ)Oo..~ :tl:
Vl Vl ~ z
~-5~ -g~ 8~8
!:!:lg~~Vl~~Vl~ 01(6
~ ~i5a:;3mll:~z~
::) o><~zu.~zo<t::)5!
O'li.l~o~oo~O'wo~
~~~:jf'-e~f'-~~~:j
<tf'- ~w~o~wwu. ~
Q~w~::) ~~Qb~
t(<t> OZ ~r-Z~
o .... U. 0
II
~
Q)
en>
-
-
.-
I
~
Q)
.-
>
+-I
en
Q)
L.
()
w
o~
o~
:5
~a..
U
o
-
CO
co
~
+-I
o
.-J
o
o
\D
2
.- 0
::J.q-
z(j)M""
OeM""
~-o'N
(j)>0'\Lf')
>~ffiO I
\00'\
:._~ ~ Q) M \0
~01-M""
:<(0- I
~o.....cU.M
.. ~ ~ ~~
~~~~
.1-
Z
o
o
\D
II)
C
o
'0;
.:;;
Q)
oc
Lt)
o
o
N
1-
(]J
>
o
'U
C
<(
>-1-
~z
z~
W.......zz
UOOO
WUl/i
~~z~
o8~o
Z oc ~ c::(
a.>a.
W>::E
I- OC c::(
wWI-
:r: CO F= W
~ 01- I- ::E
~ --0
0:::: Z 0 I
>-~F=(/')
a.::E~:::>
O~OC~
U:JWct
a.ZLL
(/')Z
.......c::(
I~
I-
SAFE LOAD - POUNDS PER LINEAR FOOT
BFB-IT 8F12-IT BFI6-1T BF20-1T BF2+1T BF28-1T
BFB-2T BF12-2T BFI6-2T 8F2D-2T 8F24-2T 8F28-2T
1972 3173 4460 5747 7034 8321
1972 3173 4460 5747 7034 8321
1569 2524 3547 4569 5591 6613
1569 2524 3547 4569 5591 6613
1363 2192 3079 3966 4853 5740
1363 2192 3079 3966 4853 5740
1207 1940 2724 3508 4292 5077
1207 1940 2724 3508 4292 5077
1016 1632 2290 2949 3607 4265
1016 1632 2290 2949 3607 4265
909 1492 2093 2694 3295 3897
929 1492 2093 2694 3295 3897
835 (12 1340 1880 2419 2959 3498
835 1340 1880 2419 2959 3498
727 (23 1021 1634 (12 210~11 2571 (10 3039 (10
727 1166 1634 2102 2571 3039
591 680 1l3~15 147~15 181tlS 2152 (16
591 851 1326 1705 2084 2463
530 552 914(15 118~1S: 1458 (15 1732 (IS
530 686 1183 1526 1865 2204
474 485 798(15 1034 (15: 1272 OS 1510 (IS
494 599 1028 1422 1738 2053
470 (9 441 723 (14 936 (14 1151 (15 1366 (15
470 543 928 1349 1649 1948
418(15 373 606 (14 783 (14 962 (14 1141 (14
428 455 770 1145 1444 1718
384 (IS 346 559 (14 723 (14 887 (14 1052 (14
410 420 709 1050 1434 (8 1694 8
239 323 519 (13 671 (13 823 (13 976 14
246 390 655 968 1324 (8 162~ II
224 302 485 (!3 626 (13 767 (13 909 13
230 364 609 897 1224 (8 1562 14
187 255 404 (12 520 (12 637 (12 754 12
192 303 500 732 993 (8 1268 14
162 222 347(11 446(11 546 (12 646 12
166 261 424 616 831 (8 1057 14
142 198 306(11 393(11 480(11 567 11
142 230 369 531 713 (7 903 13
137 192 295 (10 378(11 461 (10 545 II
137 221 354 508 681 (7 86113
124 175 267 (10 341 (10 416 (10 491 10
124 200 316 450 600 (7 756 12
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4
SAFE LOAD - POUNDS PER LINEAR FOOT
8Rf6-1T 8RfID-IT 8RflHT 8RflB-1T 8RF22-IT 8Rf26-IT
8Rf6-2T 8RfID-2T 8RfI4-2T 8RflB-2T 8RF22-2T 8Rf26-2T
905 1748 2635 3522 4409 5296
905 1748 2635 3522 4409 5296
867 1675 2525 3374 4224 5074
867 1675 2525 3374 4224 5074
675 1301 1960 2618 3277 3935
675 1301 1960 2618 3277 3935
655 1262 1900 2538 3176 3815
655 1262 1900 2538 3176 3815
570 1012 1651 2204 2758 3312
570 1097 1651 2204 2758 3312
506 797 1462 (8 1952 (7 2442 (6 2931 6
506 967 1462 1952 2442 2931
395 491 931(12 1301(15 1640(15 1980(15
395 589 1135 1514 1893 2272
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
-
-
co
3:
E
2
(j)
~
oc
S2A!
1.1)
o
o
N
C0
SHEET NO.
LAST PLOT DATE
Mar. 2', 05
DROP GABLE END TRUSS
FOR O.H. GREATE:~ THAN 12"
\ /- ~~. ~~~U~,:-ERS @ 24"
X' V 00
//.6 c /- STRUCT. SHEATHING
7/16" MIN. THK. -
C NAIL w/Bd COM. @
3" O.e. EDGES & 6"
O,e. FIELD
,X
2X4 SPF BLOCKING @
PANEL EDGES - NAIL
SHEATHING @ 4" O.c.
STAGGERED w/ 8d
IIIII :x IIIII
-"<: LSTA18 _ STRAP .J 7 , j.
'\ BlKG. @ '" TRUSS j. .-
, "" / I'
~~/I
yz""
'\
lOd @ 4" O.e.
2x4 SPF CROSS BRACE
@ 48" O.C. - NAIL w/3-
lOd AT EACH END & AT
CROSSING AT 45 ANGt~
~ 2X6 BRACE NAILED
c /" TO SIDE OF GABLE
~ ,. TRUSS CHORDS
C 4'-0" IN LENGTH
OR GREATER
CONTINUOUS 2X4 SPF
SPANNING (4) TRUSS
BAYS (8 FT) NAILED TO
2x4 BLOCKING @ 4" O.e.
w/12d & 2-12d TO CHORD
~ /~
~ NOTCH BLOCK @
PLATE TOENAIL w/
3-16d
~
~
o ____-GABLE TRUSS
I . NAIL TOP OF "T"
C
TO GABLE TRUSS
C w/2-12d & (1)
C usp rt8A w/
~ C 10-10d x 11/2"
~ _0
'" . '(;"..... ~ TO PLATE w/16d @
'10l ~ 4" O.e.
-
""
2X4 SPF BLOCKING
BETWEEN TRUSSES
@ 48" O,c. MAX,
I
"
I
I~] , ,
--<:PT ~
PLATE
',===
I
I
I
___1/2" x 8" A.B.
.
~ @ 48" O,e. MIN.
~ LINTEL
COURSE
5/8" OR 1/2" CEILING DENSE GYPSUM
WALL BOARD FASTENED W/ Sd COOLER
NAILS OR 11/4" LONG DRYWALL SCREWS
COMPLYING W/ASTM CI002 FOR FIRST
8'-0" FROM END WALL @ 4" O.e. (TYP)
=
..
4 BAYS
MASONRY
WALL
GABLE END BRACING
w/o VOLUME CElUNG
-
(1'
'S-3 I
SCALE; 3/4" = 1'-0"
REV, 3/04/04 TH
( ELEV III ONLY)
~
"54/
~/
".,'/ I
GABLE TRUSS
/ "l" BRACE W/1Od @ 4" O.c
~ ~ (SE.E SCHEDULE ON S3 FOR SIZE
~ AND LOCATION)
fS\
'V
~
~~
r--~
-~
I I I
I I
I I I
I I I
~
~
f6\
'y
r
I l I
I \ I
I \ I
I I I ~CONT.IBEARING I
I
I
I
I
I
I
I
I
I
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
r;;'\
~
SCALE: N.T,S.
( ELEV III ONLY)
GABLE TRUSS
12
"L" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE ON S3 FOR SIZE
AND LOCATION)
~
.cD I~
........
~
~ r--~
r--~
~
rI n ...............
.....
'"
~
].
~.
8
"
o
.;,l
~
~
---.
'"
,c
~
~
~
~
~
Ql
J
~
f6\
~
I
~
rI
n
.: :'r
\ - ~DBLTOPPIA"
CONT. BEARING
H
H
STUDS @ 16" O.e.
usp spt2 4
@ EACH STUD
usp mtw12
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUCTURAL
NOTES FOR WIND SPEED SPECIFICATION
SCALE: N,T.5,
r;;'\
'CJ
~
.,3
~
,/
:i
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAILS
~ ~P GABLE END TRUSS & LOOKOUT
~ERS FOR O.H. GREATER THAN 12"
2X4 SPF BLOCKING @
PANEL EDGES" NAIL
SHEATHING @ 4" O.e.
STAGGERED w/ 8d
~
J I I I I I J I I I I I / ') I) 3 " ~J
/ LSTA18 - STRAP _./ // / / ~ ~ "" u50 rt16@
~ BLKG. @ 1st TRUSS / c ~ LOOKOUT RAFTERS
~ IF APPLICABLE
""..... " 2X6 BRACE NAILED '
TO SIDE OF GABLE STRUCT. SHEATHING
" TRUSS CHORDS ______ C 7/16" MIN. THK. -
/" 4'-0" IN LENGTH ... c ~ NAIL w/Sd COM. @
" OR GREATER / 3" O,e. EDGES & 6"
-< 'w( : / ~~';'::c
I> ~.~" ':V-GABlETRUSS
!';-;TRUSS~~, . NAll TOP OF "T'
'/ " " TO GABLE TRUSS
lCO~ TINUeUS 2X4 SPF I' " , V w/2-12d & (1)
~ANNING (4) TRUSS " ~ usp mtw12 w/
BA (8 FT) NAILED TO \ C 14-1Od x 11/2"
4 BLOCKING @ 4" O.e. '" " C
w/12d & 2"112rd TO CHORD ~ NAIL TRUSS BOTIOM
~ CHORD TO 2X4 DEAD-
II' I, I '\.. "~'.' WOOD w/16d@4"0.C.
, I" ~ -ml
..., :It:Frr
~
d
w
r---
-
G.C. TO PROVlDc.
BLOCKING TO COMPLY
W/ APA RECOMENDATIONS
FOR SPAN RATING OF
7/16" OSB.
d
w
-~~e;
.1 :::lE~
~
./
r1B\/
\EJ
I'~
~~
'b
1
~
---- -.--
o
I
h ~
- - - -ffi"""
b
I
~ ~
---- -y--
~ 0
r. .1
~
'b
1
---- -~
o
1
~
2x4 SPF CROSS-BRACE
@ 48" O.e. - NAIL w/3-
lOd AT EACH END & AT
CROSSING AT 45 AN~
"
--~
'\.
----"
----
----/
--~
-~
~
!i
...-p
)<
~i
Q
Z
W
a..
I
)<
2X4 SPF BLOCKING
BETWEEN TRUSSES
@ 48" O.C. MAX.
)K
",,'
I ~
/'
~
usp Ista30 w/
14-10d @48" O,e.
1/2" MIN. DW CEILING
NAILED w/5d COOLER
NAILS @ 7" O.e.
NAIL DEADWOOD TO
TOP PLATE w/16d @
4" O,C.
..
4 BAYS
..
.....
_______ FRAME WALL
2x4 @ 16" O.e.
(TYPICAL)
GABLE END BRACING
w/o VOLUME CEIliNG
.-
(2\
~
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
SCALE: 3/4" = 1'-0"
REV. 3/04/04 T.H.
SCALE: N.T.S.
REV. 7/19/03
TRUSS NOTES:
45^
>
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND
BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT
IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED
TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY
CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT
EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL
LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O,C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATIACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTIOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATIACHED DIRECTLY TO THE BOTIOM CHORD OF THE TRUSS.
5, PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEl HEIGHT.
SEE TYP. TRUSS BLOCKING DETAILS
"
V~
" MINIMUM 2"x4"
I "'- CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
(3) 12d
~PERJOINT
~1 \ ~1 ~.
~CONTINUOUS BOTIOM CORD BRACING 2"x4" MIN.
CONY. FRAMED RIDGE
MAY BE NAILED w/ MIN.
(4) 12d WHEN IT LANDS
NEXT TO PRE-ENG. TRUSS
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.c.
EACH DIRECTION TYP. U.N,O.
- 2x8 BLKING. NAILED @ EACH
SIDE w/ (3) 12d NAILS WHEN
REQUIRED w/ (2) MTS12'S
--,
/I.... 2X4 BLOCKING
I\"N EA ~U~ L
I \ ~
I I \ 1 '
-'k
CROSS BRACING DETAIL (TYP)
J 4 \
\.s-3 J
--
2X4 DIAGONAL AT 8'-0" O.e.
MAX & EACH END ALTERNATE
I DIRECTION TYP. ,
.z "
I X
SCALE: N.T.S.
.~\)
" ~I
,?(~ ~~
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
""\ -; AT LEAST ONE TRUSS
\ SPACE
6" OVERLAP
'II
TB
..."""
DB ----::::~
B~
PRE-ENG. TRUSS
/
I
\MINIMUM (2) 16d PER JOINT
.....~
~INIMUM 2"><4. Sl'F OR
SYP TRUSS BRACING
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS TYP.
/
X'
~~
d
w
-
{3\
\.S-3 J
--
VERTICAL SCAB
2 x 6 #2 SPF 48" O,C.
W/ (4) 10d TOP &
BOTIOM
OR H5 OR HClR/lL
IN PLACE OF (4) 10d
COLLAR TIE
,,/ I- EVERY 3rd
RAFTER
DIAGONAL "
AT 8'-0" "-
MAX ~.,..
-,* 2x8 #2 SPF RIDGE BEAM
-)f-'k 2x6 RAFTERS @ 2'-0"0.C.
MAX. w/ (3) 10d COMMON
TOENAILS TO RIDE BEAM
* SPACED AT 15'-0" MAX
....
-r--~ "
IX I ---~WooD
:= ~;..- TRUSS
IX
J
~~
~
TRUSS BRACING OVERLAP DETAIL (TYP)
-
(5'
\.S-3 J
--
I
L
I
.... A
SCALE: N.T.S.
I X
71--
-1
2X4 CONT. AT
T & B CHORD
x
i X
--
L WOOD TRUSS !
CONe. MASONRY
STEEL OR WOOD
BEARING SUPPORT
SEE r-.AI!...
PLAN I .AJfII?" ~
c-PROVIDE 2X4 MIN. BLOCKING AT
<t.. OF HIP/RIDGE, TYP.BETWEEN TRUSSES
W/ (2) 12D NAILS EACH END TO
TRUSS TOP CHORD
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
ROOF
SHEATHING
2X4 BLOCKING -
BElWEEN TRUSSES
.
.
TYP.
A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING
WOOD TRUSS BLOCKING DETAIL (TYP)
TRUSS
SCALE: N.T.5.
SCALE: N.T,S.
SECT. A-A
17A
.
A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
JACK
TRUSSES
HIP
G.T
(2) 12D NAILS -
AT 12" O,C. MAX
HIP/RIDGE BLOCKING DETAIL
REV. 7/18/03
3/4"=1'-0"
J 2b \
'S-3 I
REV. 8/03/04
~~
~\~
--i"'"'"
u
z
g ~~
~ ~~~~~
Z >< ..J~':~
" ~l.L....'" .
Z co ... lD
W d ~",:,:,eW
o.:..J."
.=:J C ~
~ ~l.L.
" c..
W
I-
Z
111\
Ill)
1
t~ ~ ~
;~~ ~ ~
~~~ ~ ~~!
~~~ ~~. ~ ~\ ~
~ 8 ~ 3 j: ~~ 3
-~~ ~ G'2 \
3~loJ cC h::~ 0::
~~j: j~ ~~ cJ:
~~l5 Vlf3 l) ~
E -~ z
~I::~ l)_ ~
uc~ ZVl cj5
~5f3 !!!! ~
!:jh::t; cl:: f3~
~i3 ~~ ~l5
LJ
a:
.
. .
** ALTERN ATE SPAN RATED
32/16 PLYWOOD MAY BE USED
20'-0" MAX 20'-0" MAX
"X" BRACE: ~U CONTINUOUS (OTTOM CHORD
DETAIL 2/S3 \ r BRACING 2 X 4 MIN. SEE DETAIL 3/S-3
\ /
~ / E(.
.:><
)...-
~R:~~
~
~~ S
r -_ ';:' 8
'- ~ ~.~
~r .A' .9 ~ CI') ~
~ ..........-0 CI') .......
.- .e"g .ooo~
II CJ rJ) 0 ~~~ ~CI')
.. r"""'S: I-< ~ ~ 1 0;- St.l0'l
U. 'tJ j +? 2:l Q) 2:l t--. t--. . ~ ~
1 ~~t--. ~~~~g
'" .~ ~~.~~~~ ~~
.... ..... UNrJ)Uo..r.z.. ~~
UJUJUJ
~l9u
~~~
=>01-
0'00
V'lu.Z
.-
(9\
~-3J
--
co
~
o
o
I
C\I
La
I
I'--
~
~
La
~
/
b(
NOre L
1) SEE TRUSS MANUFACTIJRER'S TRUSS ENGINEERING TOP & BOTTOM CHORD
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @
nlA T MAY BE REQUIRED 4' -0" O.C. MAX. FOR
2) "T- BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
BRACING PROVlDED IT EXTENDS OVER AT LEAST 90% OF nlE WEB.
>-
0:::
o
I-
Z
W
>
Z
-
I.Il .!2 X 5
~ ~.~ ~ ~ ~ ~ ~ 8 ~ 1=
~Q~ffiS:~ffifLx:~~g
::>O.x;LZLJ.LZO<{::>a..
O'I.Il~-Cl~oD~owoa..
I.IlWa.. ....w .... ~U<{
::l~a..::jf:::gCX:f:::~ ~-l
<{I-'<{~~:n~o~~w t-<!
Q~w<{::> <{~Qo~
~<(> Oz cx:r-Zcx:
o _ LJ. Cl
II
~
~
en
-
-
.-
I
~
Q)
.-
>
.......,
en
Q)
s-
O
UJ
o~
o~
::5
~a..
()
o
-
CO
o
o
~
2
.- 0
:J'Q'"
Z(/),-i~
o .,-i ~
~"'OIN
~~~LJ)
> co \.D I
~ t1\ (Y') Q)
;O~(Y')~
~ 0 ~
<( ~I
,~ a.. .c LL (Y')
":E~~~
~~~~
.1-
Z
o
o
~
Vl
C
o
'0;
'5
~
Lt)
o
o
N
1-
(]J
>
o
-C
C
<(
>-1-
~z
zlJl
W......zz
UOOO
wu......
~~~~
o8t:o
Z~l:2<{
a.::::.a.
w::::.:E
J-~w~
:r:~~w
19 1-0 I- :E
10--04 --0
o:=zoJ:
>- ~ ::c (J)
a.. ::E ~ :J
o'?;~~
U:)w~
a.zu..
la~
::C::E
I-
, I
\- -'k-'k ~
BEVEL CUTS
I / / (OPTIONAL)
~~
....... r- 2x4 SPF 2 (2) #7X 3-1/2"
WOOD SCREW EACH TRUSS
OR H5 @ 48" O.C.
ro
$
E
2
(/)
SHEET NO.
a.:
~
o
u
w
::E
o
::c
(J)
:J
lI'l
o
o
N
(Q)
53
co
~ IA~,T {,~qrIiDATE
....J
TRUSS DESIGN NOTE:
TRUSS 0 END OF CROSS BRACE TO BE DESIG ED
FOR ADD'L 70 PLF UP & DOWN TOP CHORD
DROP GABLE END TRUSS & LOOK
RAFTERS FOR O.H. GREATER ltiAN 1
FOR 12" AND UNDER - SPACE OUTLOO
BLOCKS AT 24" O.C.
...
NOTE: SEE PLAN DETAILS FOR CONNECTIONS ltiAT
MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
SEE STRUCTURAL NOlES A
NAILING SCHEDULE FO
SHEA ltilNG DETAILS
I
2X4 SPF BLOCKING
PANEL EDGES W/ (2) l$D'
NAILS EA. END TO TRU1~~
-NAIL SHEAltilNG 0 4" O.~ "
STAGGERED W/ 80 ~
2X4 SPF CROSS BRACE I
o 48" O.C. - NAIL W
100 AT EACH END & A
CROSSING A T ~ AN ' LE
o
SIMPSON MTS12 0
OOKOUT RAFTERS
IF APPLICABLE
STRUCT. SHEA ltilNG
7/16" MIN. ltiK. -
AIL W/8D COM. @
3" O.C. EDGES & 6"
O.C. FIELD
10D 0 4" O.C.
o
o
ABLE TRUSS
o
NAIL TOP OF "T"
TO GABLE TRUSS
/2-120 & (1)
SIMPSON H8 wi
10-10D X 1 1/2"
NAIL GABLE TRUSS
TO PLATE W/16D @
4" O.C.
100 0 8" O.C. STAGGERE '
EACH MEMBER (TV?
o
2X4 SPF BLOCKING
BETWEEN TRUSSE
o 48" O.C. MAX.
CRIPPLE STUDS 0 16" O.C. BETWEEN
HEADER & TOP PLATE WHEN APPLICABLE
W/ SPl AND SP2 TOP AND BOTTOM EACH STUD
(2) 2X12 NO.2 SYP HEADER W/7/16" OS8
SPACER UNLESS NOTED omERWlSE ON PLAN
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
TRIMMER STUDS:
(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE
(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE
CRIPPLE STUDS @ 16" O.C. BETWEEN
HEADER & TOP PLATE WHEN APPLICABLE
W/ SPl AND SP2 TOP AND BOTTOM EACH STUD
(2) 2X12 NO.2 SYP HEADER W/7/16" OS8 SPACER
UNLESS NOTED OltiERWlSE ON PLANS
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
(2) FULL-LENGlti STUDS AT EACH SIDE OF OPENING
UNLESS NOTED omERWlSE ON PLANS
(2) FULL-LENGll-I STUDS AT EACH SIDE OF OPENING
TRIMMER STUDS:
(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE
(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE
100 0 8" O.C. STAGGERED
EACH MEMBER (TV?
FRAMING AROUND OPENINGS SHALL BE
NO.2 OR BETTER SYP
SIMPSON A34 EACH END, TYP.
- DBL. 2X4 SILLS FOR WINDOWS
CRIPPLE STUDS 0 16" O.C.
w/ SPl AND SP2 EACH STUD
FRAMING AROUND OPENINGS SHALL BE
NO.2 OR BETTER SYP
r SEE PLAN FOR ADDITIONAL
SECTIONS REQUIRED
1/2" MIN. DW CEILING
NAILED W!5D COOLE
NAILS <<>> 7" O.C.
4 BAYS
LI N TEL
-COURSE
GABLE END BRAGNG
W/O VOLUME CEILING
SCALE: N.T.S.
o
TYP. FRAMING @ EXTERIOR DOOR OPENING
SCALE: N.T.S.
....
,:..i
]
1
~.
....
....
"
o
...
~
"-
f;j
"-
<"l
>l>
~
~
~
::
~
iJi
---
i
i:2
l
Cfl
~
~
'";l
~
---
:j
(2) 10D TOENAILS OR (2)
16D ENDNAILS EA. STUD
(2) 10D TOENAILS OR (2)
16D ENDNAILS EA. STUD
NOTE: SEE PLAN DETAILS FOR CONNECTIONS mAT
MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
wWw
~~u
~~~
:::>00
O'Oz
V'>u.
TYP. FRAMING @ WINDOW OPENING
SCALE: N.T.S.
H
co
~
o
o
I
C\I
L()
I
I'-
~
~
L()
~
A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4H, WHICHEVER IS SMALLER, BUT NOT
LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 M).
COMPONENT & CLADDING DESIGN PRESSURE
(123 MPH, 3 SEC GUST, 2.1/12 PITCH, EXPOSURE B, HEIGHT =
o TO 30 FEET, IMPORTANCE FACTOR = 1 )
( PSF)
TRIBUTARY AREA
(FT 1
ROOF
WALL
10
20
50
100
125
(GCPI = +/- ,18)
ZONE 1 ZONE 2 & 3
14.9 -23,7 14,9 -50,1
13.6 -23.0 13.6 -45.4
11,9 -22.2 11.9 -39,3
10,5 -21.5 10.5 -34,7
10.5 -21.5 10.5 -34.7
>-
0:::
o
~
z
w
>
z
(GCPI = +/- .18)
ZONE 4 ZONE 5
25,9 -28.1 25.9 -34.7
24.7 -26.9 24.7 -32.4
23,2 -25.4 23,2 -29,3
22.0 -24.2 22,0 -26,9
21.7 -23.6 21.7 -26.2
NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN
ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE
LOAD ASSOCIATED WITH THE LOWER EFFECTNE AREA.
2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE
BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.2D
OF THE FLORIDA BUILDING CODE 2001.
3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD
AND AWAY FROM THE BUILDING SURFACES.
-
~
~~ ~
~~~
I:~ i ~
:jC!j N . Vi
~~~ ~~ ~
z 91:.
t<-~ 00 1t:~
~~~ ~~ ~
?;:~~ ~B ~u
ffil::Z ~i'i ~ZI
u08 zin 0
~z8 !!a ~
m~1i; ~1:: ~~
:~3 j;~ ~~
d
z
. ~1O
<:l (50
~ ~~~~~
z x "O)~
<:l ~ !i~';) .
Z IO-CD
W q 5~eu.l
ll....Jv..
~ j~
<:l ll..
W
I-
Z
10
i
LJ
Ii
Ii
. . .
s
o
U
0"1 rj
o iJ) .S
00"1 t.... rJ'J
~~ ~ ~
.E~ .OOO~
~~ ~~~~ ~S<
~ Q) ~ t'-. ~ 'Vj ~
~~ ~~~Q)o
~U)t....~~~~8
~~.~~~~ ~~
UC"l(j)U~~~:fj:
tn ~~ Q 5
~ ~ ~~ i ~ ~ ~ ~ ~ ~ g 8
:Ja><LZU.LZO~~~
O'tn~o~Oo~O"WOo..
tnWo.. ~w ~ LUo:{
::J~~::J1-'9~1-~~~::J
o:{Q~ffi~~02~~~5~
tto:{>o:{6~o:{~l-z~
o ~ U. 0
54
V)
c
o
'v)
'5
~
~
Q)
(f)>
-
-
.-
I
~
Q)
.-
>
......
(f)
Q)
'-
()
w
o~
o~
:)
~o...
U
o
-
(()
SHEET NO.
co
~
......
o
..J
o
o
\.0
(])
;~ 0
Z:Jv-
VlMf'.
o . M.......
U).~~N
~-ol.{)
>(0\.0'
~(])(V)Pd
L..IL.(V)I""-.
<(0-,
a....!:LL(V)
:E'~ro~
~ a.,
~(])EM
$ ro
.1-
Z
o
o
\.0
I.()
o
0-
Nro
l...$
()J E
> (])
o+-'
-cVl
C
<(
>-1-
~z
z~
wHZZ
Uooo
WUtn
~~z~
og~o
Zet:~~
o..:>ll..
W:>::E
t-et: ~
wWI-
:r: co ~ UJ
19 1-0 I- ::E
~ --0
0::: Z 0 I
>- ~ I (J)
a. ::E ~ ::J
O~et:~
U::)wct
o..zu.
\a~
I::E
I-
0.:
et:
o
U
W
::E
o
I
(J)
::J
U)
o
o
N
(Q)
LAST PLOT DATE
Mar. 21, 05
I
t
I
I
I
~
I
,
,
x
ll, ~ fJ
-
SPACER BLOCKS
I I
t t
~ ~
I I
r:'\ TYP. ''T'' AND CORNER DETAIL
\V
-
j
,
"T"
~~ .'
..... "'" .
~
v
NOTE:
PLATE LENGTHS MUST BE
AT LEAST 8'-0" LONG. TYPICAL
...../
Q TOP PlATE SPUCE DETAIL
S-6
rl
,.:<
]
I
~'
'"
rl
~
...
~
......
N
......
'"
ol>
~
~
f
j
~
i2
J
~
~
-.3
~
...-
::i
j
,
"5<
~. xIx:
j
,
CORNER
SCALE; N.T.S.
TOP SPUCE
DOU BLE 100
'18_
titftv.
"'~
,,/
100 @ 8" Ole
\
"-.BOTIOM SPUCE
OVER STUD
...../
SCALE: N.T.S,
2"X TOP PLATE
2"X P.T. PLATE
,
I ~
1 .
!~I J
j ~1 \ L 1/4" MIN. SPACE
L USPTRl W/3-80
COMMON NAILS @ EA
TRUSS OR BLOCKING
(NOTE: (2) 160 TOE NAILS
CAN BE USED IN UEU OF
STC STRAP)
--J /_
---" /-
""--2"X Sl1JD @ 24" O.C. MAX.
~~
I
.....
I
~
A
0\ TYP. INTERIOR NON-BRG.
\V
)
@
J
Q P.T. PlATE
S-6 REV. 9/03
6
SCALE: N,T.s.
2"X4" P.T. PlATE
32"
@ I @
kkj,
1/2" X 8" ANCHOR
\ BOLT W/ 2" X 1/8" RAT
WASHER (TYP)
~
32" J
SCALE: N,T.S.
12
I
~~,
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ i~
nnnnn y,'Co
1/2" CD DRYWALL - ~ 1
1/2" P.T. NAILER ~ ~ \
1/2" DRYWALL ~ )
CURTAIN NAILER ~
1 X 6 P.T. @ WINDOWS
1 X 6 P.T. @ S.G.D.
1 X 4 P.T. @ SIDE BUCKS
MARBLE STOOL
1 X 2 P.T FURRING
R-3 FOIL INSUL ON EXT
BLOCK WALLS
1 X 4 P.T. BASE NAILER
WOOD BASE
4" CONC SLAB
6 X 6 10/10 W,W.M.
6 MIL VISQUEEN
TREATED
CLEAN FILL
SEE FND. PlAN FOR
FOOTING SIZE AND
REINF.
~ TYP. WALL SECTION
f 7 , CONCRETE BLOCK
\V REV. 9/03 TH 6
SIMPSON STRONG TIE
UPUFT LATERAL
CONNECTOR
CAPACITY
CAPAOTY
335
335
335
335
150
115
400
NP
575
NP
NP
META12
META16
METAlO
HETAlO
H2.5
H5
H7
HTI16
MAS
1040
1205
1205
1515
415
465
985
4175
1005
2775
3705
4405
NP
HD2A *
HDSA *
HD6A *
LUS26
NP
1165 / 1125 **
HUS26
NP
1550/ 3325 **
HUS28
NP
2000 / 3585 **
MTS12
MTS16
MTS20
HI0
NP
1000
1000
1000
990
NP
NP
585
UPUFT CONNECTION CROSS-REFERENCE
FASTENERS
CONNECTOR
7 - 100 X 1 1/2"
12 - 10D X 1 1/2"
14 - 100 X 11/2"
16 - 10D X 1 1/2"
10 - 8D X 1 1/2"
8 . 80 X 1 1/2"
14 - 80 X 1 1/2"
18 - 160 X 3 1/2"
6 - 100 X 1 1/2"
(3) 5/8" DIA BOLTS
(3) 3/4" DIA BOLTS
(3) 7/8" DIA BOLTS
TA14
TA18
TA18
HTAlO
HCDP
HCOP
HD2X
HTI16
FA3
TD2
T05
TDX6
8 . 100 X 3"
THD26
20 - 160 X 3 1/2"
THD26
30 - 160 X 3 1/2"
THD28
14 - 100 X 1 1/2"
14 - 100 X 1 1/2"
14 - 10D X 11/2"
16-80Xl 1/2"
MTW12
MTW16
MTW20
RT16
* MINIMUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONLY
*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS.
NP - NOT PUBUSHED
PRE ENGINEERED WD TRUSSES @ 24" O.e.
INSULATION BAFFLE
BATI OR BLOWN INSULATION MIN, R.19
TRUSS ANCHOR (SEE PlAN)
FIBERGLASS SHINGLE
ROOFING FELT
APA RATED STRUCllJRAL SHEATHING
MIN 7/16" FASTENED TO TRUSSES W/
80 COMMON WIRE NAILS @ 4" OIC
SCALE: 1/2" = 1'-0"
12"
",>'., ,
USP LUMBER CONNECTORS
UPUFT
CAPACITY
LATERAL
CAPACITY
245
245
245
590
255
255
NP
NP
840
NP
NP
NP
-I...
~'[~~
\~\~~ ~
~':;.,~V
--~
cJ
z
-+-h\
1\ _V .~ '
i'~~/j
V': ~
zu.
- ....
V>~
-:-_<l:
~lf.i
~ ~
FASTENERS
7 - 10D X 11/2"
11 - 100 X 1 1/2"
11 - 100 X 1 1/2"
17 - 10DX 11/2"
8 - 80 X 1 1/2"
8 - 80 X 1 1/2"
10 - 100
(1) 5/8" DIA BOLT &. 18-160
6 - 100 X 1 1/2"
3 - 5/8" DIA BOLTS
3 - 3/4" DIA BOLTS
3 -7/8" DIA BOLTS
1
1030
1520
1520
2005
495
495
1415
4290
1155
3435
4180
5235
1533/2553**
NP
18-100/
12-100 X 11/2"
18-16DX3 1/2"
12.10D X 11/2"
28-16DX3 1/2"
16-100 X 11/2"
(14) 100 X 1 1/2"
(14) 100 X 1 1/2"
(14) 100 X 11/2"
IG-I0DXll/2"
NOTE:
CONNECTOR CAPAOTIES
ARE FOR SYP. PLEASE
REFER TO MANUFACTURERS
FOR ADDITIONAL
INFORMATION.
UJUJUJ
ocl.9u
~~~
=>00
&Sf2Z
1825/3040**
NP
PROVIDE BLOCKING AT
BEARING TYP. SEE
9/S-3
TRUSS/JOIST /REFTER
co
~
o
o
I
C\I
LO
I
F'--
~
~
LO
~
2330/3965**
NP
SIMPSON SP 1 W/G-I0D TO
STUD &. 4-100 TO BASE PLATE
2500 PSI CONe.
W/2 #5 DIA. RODS
MIN. LAP 25" (AO 318)
SEE FOUNDATION PLAN
>-
~
o
~
z
w
>
z
1030
1030
1030
1030
95
95
95
645
~ INTERIOR BEARING
f 14A.l , W/UPUFT @ 3.5" STEP-DOWM
\V REV. 3-3-04 AS SCALE: N.T.S.
UPUFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
1 (EACH CONNECTOR) EACH Sl1JD - 535 LBS. PER Sl1JO
6
-k'.-;:::'
-;:::.;X--
4"
16"
4"
-
. NCO
~ ~~
~ ~~~~~
z X li-;;;-.......~
(!) ~ CO ~ cD
z . ~"'oJ e LJ
w05..
...,jO:...Jv..
~ ]~
(!) 0-
W
I-
Z
3 l&J
~ i!=,"r
;~l~ ~
~~~ -N
~~~ ~ :)
~~~ ~~ ~
~8~ ~~ i!= C'1
z 91:.
~-l&J 00 1t~ cc
~~i!= ~~ ~ <:::t
~~~ ~fJ ~~ ~
~ -3 ~z
~~~ ~u; 01
m~~ ~~ ~~
:i3 ~~ ~~
IlO
i
~
Ii
!
~
!12
3
c:.:
~
...-,j.
. . .
s
o
U
0'1 U
o 1.0 .S
00'1 t-.... <Il
..... 1.0 (1) ~
"d"d (1) ~
.E ro .OOO~.
rJ)o r:r::~~~(1)
'"' p::; ~ t 0'1 ~O\
~ ~ ~ t-.... K .~ ~
ro~ roRR~o
~~~ ~~~ ~.~
~ ~ 'S ~ t; t; ~
ONrJ)UO""~ 1;:
V) V) Q Z
-z:E: -5:E:~ 0::0
~~~~~~~~o::~~g
:)O'x:E:zu.:E:Zo<:(:)Q.
O'bJ~a~oa~o-w8~
~"2:...Jf-'~O::f-'z~U-l
...J~<:(...J .....0 <:(fE<:(=1:
<:(Q~ffi~S<<~~Qb~
~<:(> o~ ~r-zo::
o ..... u. a
II
~
Q)
(J)>
-
-
.-
I
~
Q)
.-
>
.......
(J)
Q)
'-
o
w
o~
o~
~
~a.
()
o
-
ca
co
~
.......
o
...J
o
o
""
2
.- 0
:J~
Zlf)~r---.
o . ~ r---.
v;~en~
......(()o.
> ""en
:~ ...... Q) (V') ""
",OL.(V')r---.
~ .....- 0 - .
,; 0:. ..c LL (V')
~:E ~ ~~
~~~~
.~
Z
o
o
""
Vl
C
o
'Vi
'>
~
lJ1
o
o
N
1...
(l)
>
o
-a
c
<(
>-1-
Zz
"'w
Z(J')
w.....zz
Uooo
WUtn
~~z~
o8~o
Z~~'"
0-::>0.
~::>::E
I-ww~
:J: al iE w
<..9 01- I- ::E
~ -.0
~Zo:r;
>-~iEV)
c.. ::E ~ ::)
Oz~~
u ::s w 0::
o.ZLL
(J')Z
.....'"
I::E
I-
!Ii
~ ""'--- METAL DRIP EDGE
~""'-.... ~............... ___ ~~~SW~hf o/c EDGES &. 8" O/C FIELD
.......................... -............ ~ONT. VENTED ALUM SOFFIT
~ ..........r X 8" X 16" 1<.0. UNTEL BLOCK
^ ,~ W/l #5 DIA. REBAR &.
_ O.H. ~ FILLED SOUD W/GROUT
PRECAST "U" UNTEL
"0[ SEE ELEV.
~ :(SEE S/2A FOR LINTEL
J. ... FILL CELL -1 #5 DIA. REBAR W/ GROUT
~ SIZE &. REINFORCEMENT)
@AlL LOCATIONS SHOWN ON
FOUNDATION &. FLOOR PlANS
____ ALUM FRAMED WINDOW W / SCREEN
... PRECAST CONe SILL
8" X 8" X 16" CONe. BLOCK
DECORATIVE FINISH
~ FTG. DOWEL #5 DIA. REBAR
~ = ABOVE SLAB. ALL LOCATIONS
'\ SHOWN ON FOUNDATION PlAN
.., GRADE
/ TOP OF SLAB /'A'\
.}{.~ 'f/
--' .. ".'
J
..........
,~
~. SEE PlAN
A FOR CONNECTOR
2S. _______ 2 _ 2"X4" TOP PLATE
~CONST. GRADE SPF
SPUCE MIN, OF 24" APART
SIMPSON SP 2 W/G-I0D TO
STUD &. TO TOP PLATE
2"X4" SPF Sl1JDS @ 16" O.e.
W/SIMPSON SP 1& 2
EACH Sl1JD
V 1/2"X12" A307 A.B. OR 5/8"
SIMPSON mEN HO THREADED
ANCHOR WITH 8 1/2" MIN.
EMBEDMENT W/2" WASHER
32" 0,(' MIN. 6" FROM END
.... W/ #3 PT SYP BASE PLATE
. .', \'. .' ". I'
" ....~:.. 3 1/2" I
":3'1 '!l~ . I .
II} :::11111~'4...~...." .... "t, , .t
rni1Ef" '. :., : ~''': '.\.'~~>
llrn~tl . '. . .~~~i:
--t III! c. I I
I SI II~ !~~If3i
-
-
ro
$
E
2
If)
SHEET NO.
a.:
0::
o
U
w
::E
o
I
(J')
::)
lJ)
o
o
N
@
56
LAST PLOT DATE
Mar. 21, 05
GIRDER- SEE
PLAN FOR SPECS
MASONRY WALL
....
,:.;
]
8.
"'"
~.
~
.....
o
...
~
.....
1::1
.....
'"
00
~
~
~
~
-c
~
ii/
!
~
~
.g
~
...-
j
USP LST A30
W/8-10D X 11/2" TO BEAM
& TO COLUMN
~
(1) USP LSTA24 W/7-10D
TO BEAM & 7-10D TO COl.
SUPPORT COLUMN
BUILT-UP (3)2X4'S OR 4X4
W/ll-10D X 11/2" TO COL.
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL
REV. 8/14/03 TH
THIS DETAIL REQUIRED ONLY WHEN & WHERE
SPECIFICALLY INDICATED BY THIS SYMBOL
UPLIFT CAP. 1010# (LSTA24) 1302# (HETA 20)
SCALE: N.T.5.
6
USP HETA20
W/7-16D TO COLUMN
NOTE:
BOTIOM STRAPS MUST BE
INSTALLED ON INSIDE OF
COLUMN. DO NOT BEND
STRAPS UNDER PLATE.
PLACE STRAPS IN FILL
CELLS W/#5 REBAR
SEE FLOOR PlAN
FOR BEAM SPEC.
~ 1IJ ~
~1IJ~ j: &
~j:8 ~
~i~ ~ G
~tj~ ~ :)
~~ ~ . ~ Ll"'>
~~$il ~~ 1IJ 0
~8~ ~~ j: ~~
z ~ ...".
~-1IJ aa tt~
.:~j: ~~ is C'1
~~~ ~8 ~~ a
ffit::iS ~~ ~I ~
~~~ !~ ~
ffi!tlii at:: 8~
:~3 ~~ ~~
cJ
z
SEE ElEV.
. NID
~ ~~
~ m~~~~
z x -;;;-':'&1
(!) ~ Ii..-.., .
Z co ..- lD
. ~o"J e uJ
Wo5"
c.:..Jv"
~ ~~
(!) a..
W
r-
z
PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE SCHEDULE)
DOUBLE 2"X4" TOP PLATE
2"X4" STUDS @ 16" O/C
NON BRG KNEEWALL
BUILT-UP COLUMN
MIN. 2-2X4 UNDER EA.
END OF BEAM.
. . .
X 4 P.T. PLATE
USP SPT24 @ EA. STUD
APA RATED STRUCTURAL SHEATHING
MIN 7/16" FASTENED TO TRUSSES W/
8D COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8" O/C FIELD
USP SPT22 @ EA. STUD
2"X P.T. PLATE
1/2" X 8" "J" BOLT @ 24" O/C MAX
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED W / GROUT
1 #5 VERT. IN CONe. FILLED CEll
W/ STD. 90 HOOK IN K,O. BLOCK
2"X4" BLOCKING
MAIN SPAN ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
s
o
u
~ .~
oS:< t-.... t/l
..... i.J') Cf') CJ
"0"0 Cf') ~
E~ .OOO~.
(f) 0 ~~F1 ~Cf')
'"' C!:: '"' ~ 0\ boO\
~ CJ ~ t-.. to.!.. .~ ~
~:a ~R:R:~o
~(f)t-.. ~to.!..to.!.. .8
CJ~'~~~~ ~~
ON(f)Uo...~~~
eMU BASE FILLED
W / CONCRETE SEE
PLAN FOR SIZE
RAISED ENTRY COLUMN TO BEAM
(CORNER SHOWN INTERIOR COLUMN SIMILAR)
REV. 8/14/03 TH
UPLIFT CAP. @ EA. BEAM -
1025# (LSTA 30) 1302# (HTA 20)
SCALE: N.T.S.
KNEE WALL ABV. MASONRY WALL DETAIL
SCALE: N.T.5.
6
UJUJUJ
.:x;(9U
~~~
~80
U')u.Z
Vl .~ Q 5
~ ~ ~.~ ~ ~ ~ ~ ~ ~ ~ ~
:)O'X:Ezu.:EZO-1:::Jc..
gbJ~o~8cn:i!O'w8~
~~~~~9~~~~~~
Q~w~S~~:;Q9~
t(-1:> o~ ~'-Za::
o ..... u. 0
STRUCTURAL NOTES
6
o
o
\D
2
.- 0
:J~
V>~r-...
. ~ r-...
~chN
-OLO
OO~I
,",(]JM$
L...Il..Mr-...
,<(0- I
a....!:LLM
~lJco~
.::::.. (J) 0. 00
~(]JE~
r-$co
.1-
Z
o
o
\D
6.65/8" X 7" EXPANSION BOLT OR 1/2" X 8" A.B. BOLT MAY BE USED INTERCHANGABLY
6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 11/4" LONG MASONRY SCREW FOR EVER
(2) -10D NAILS
6.8 USP TA51 EMBEDED STRAPS MAY BE REPLACED USING USP KST248 STRAPS WITH 20-12D NAlLS THRU
SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 1 1/4" LONG MASONRY SCREWS.
6) WOOD:
6.1 WOOD STRUCTURAL FRAMING MEMBERS:
WALL STUDS
TOP & BOTTOM PLATE
BOTTOM PLATE IN CONTACT WITH MASONRY
I JOIST SQUASH BLOCK I
TRUSS BRACING & BLOCKING
FURRING & B.U,C. STRIP
-SPF STUD
-SPF STD & Brc
-#3 SYP PT
-SPF STUD
-SPF STUD
-#3 SYP PT
(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YEllOW PINE WITH AN ALLOWABLE BENDING STRESS (FB)
PER NDS-2001 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI
6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR
LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDlTlON, HIB-LATEST
EDlTlON AND QST-LATEST EDITION.
6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.
6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MINIMUM SHINGLES OR TILE
6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
STRUCTURAL NOTES
co V)
C
~ 0
'in
.:;
0 ~
6 0 ~
OJ
I (j) >
N -
-
.-
LO I >-1-
Zz
I 3: c:(UJ
ZVl
I'-- Lt') w.....zz
<D UOOO
0 UJUlJ)
.- ~~z~
~ > 0 -
......, N - 08~o
~ (j) CO Z ~ <(
3: o..~a.
LO <D 1- UJ :::E
I-~ <(
L. OJ UJUJI-
E ::c co :c UJ
~ () > 191-1-:::E
2 1-101-0
0 ~Z5:c
-0 (/) >-~~Vl
c: a.. :::E ~
>- o~~~
UJ <( U UJQ:::
o..ZLL
~ 0 ~ ~~
~
Z :C::E:
0 I-
a Z
:)
~ a..
J- () SHEET NO. 0.:
~
Z 0 57 8
- UJ
en ::E:
W 0
:c
Vl
> co ~
lJ)
~ 0
LAST ;f,LOT DATE 0
N
Z ......, Mar. '. 05 (8)
0
- ..-J
1) CODES:
1.1 flORIDA BUILDING CODE (2001).
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02).
1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE
INSTITUTE (TPI) LATEST EDlTlON.
2) DESIGN CRITERIA:
2.1 DWELLING FLOORS - 40 PSF LIVE LOAD + 15 PSF DEAD lOAD.
2.2 BALCONIES - 40 PSF LIVE lOAD + 15 PSF DEAD LOAD.
2,3 ROOF OVER lIVING AREAS - 30 PSF lIVE LOAD, 17 PSF (7 PSF T/C & 10 PSF B/C) DEAD LOAD FOR SHINGLE
ROOF.
2.4 WIND - 123 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0
2,5 NET UPLIFT DEAD LOADS 10 PSF MIN. SHINGLE
lliifAret
BUlLDL""G CODE Cm1J>LIAl,",CE OFFICE (BCCO)
PRODUCT CO~TROL DIV1SION
ML\.'\II-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER ~t.1LDING
t40 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130.1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTAl~C~ (NOA)
Certa1nTe~d CorporatIon
1400 Union :\heting Road
Blue BeU, P A 19422
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been revie,,'ed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (All!).
This NOA shall not be valid a11er the e)\piration date stated below. The Miami-Dade County Product Control
Division (In Mianri Dade County) and/or the All] (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted maImer, the manufacturer will incur the expense of such testing and the AlU may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
lbis product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Borida Building Code.
DESCRIPUON: Landmark 30 (and-AR) (and WideTrack QB), Landmark 40 (and-AR) (and WideTrack
QB) and Landmark 50 (and-AR) (and WldeTrack QB)
LABELlN"G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami-Dade County Product Control Approyed", unless otherwise noted herein.
RENEWAL of this NOA shall be considered a11er a renewal application has been flIed and there has been no
change in theypplica.ble building code negatively affec1ing the performance of this product.
TE&'lL.~ATION of this NOA will occur a11er the expiration date or if there has been a revision or change in the
materials, use, andlor manufacture of the product or process. Misuse ofthis NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically tenninate this l\OA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NO A.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Botida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
L~SPECTIO:'i: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be ayajlable for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 4.
The submitted documentation was reviewed by Frank Zuloaga, RRC
9
NOA No.: 02-1219.03
Expiration Date: 02/28/01
Approval Date: 03/27/03
Page J of4
6. LABELh~G
6.1 Shingles shall be labeled with the Miami.Dade Logo or the wording "Miami-Dade County
Product Control Approved".
7. BUILDL~G PERl\UT REQUlRE)lENIS
7.1 Application for building pernut shall be accompanied by copies of the following:
7.1.1 This Notice of Acceptance.
7.1.2 Any other docurrients required by the Building Official or the applicable code in
order to properly evaluate the installation ofthis system.
DETAIL A
Rake
Edge 1-55181
CERTAlNTEED LANDM~RK 30, 40,50
All dimensions shown are in inches
"'55/81
/~-;
! j m ~
~ --111/4 -.
L:jll1/:~ ..
--
161/4 1
- S 5181
21112-
- 5 518-
-
f-s 518...,
1---1
331/8
~ sLa
I
---
Eaves
Starter
Full
Shingle
....
....
]'
].
~
....
...
,:.;
o
...
~
11
---.
'"
>I>
~
~
,/
:;
~
~
i
~
I
:.tl
i
~
'"
~
,/
::i
~
~
KOA No.: 02-1219.03
Expiration Date: 02128/07
,\ppro'l'al Date: 03127/03
Page 3 of 4
ROOFI:'iG ASSEMBLY ApPROVAL
FILLED CELL W/
#5 VERTICAL
1/2" X 8" A.B.
W/2" WASHERS
SET IN TYP.
FILLED CELL
MIN. 5 PER
JAMB.
,,~
.-
Category;.
Sub-CatE1!.orv~
:\latt'rlals
Deck Typ~:
Roofing
07310 Asphalt Shingles
Dimensional
Wood
P.T. #?
Syp 2" X 6"
(5) 1/2" DIA. x 8"
"J" BOLTS
@.
:,..
/
~
/~
CONT. WOOD TRIM
/
r.~
~
.~ r
1. SCOPE
This revises CertainTeed Landmark 30 and AR (and WideTraek QB), CertafnTeed Landmark 40
and AR (and WideTrack QB), CertainTeed Landmark 50 and AR (and WldeTrack QB) Shingles
as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Ac(;eptance.
2. PRODUCT DESCRIPTION
Product Dimens[on5
I :::::.:=- _
lL
'Ir~
1
OVERHEAD
SECTIONAL
DOOR TRACK
WI 3(8" X 11/2"
STEE LAG
BOLT WI
WASHER. MIN.
6 PER TRACK
TO JAMB.
T
2"x6" P.T. WOOD JAM
DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER
TYP. GARAGE DOOR
Test
Sp~dficatlon5
Product Description
Certainteed Landmark 30 and 13W' x. 38 W'
AR (and WideTrack QB)
Certainteed Landmark 40 and 13'14"){ 38 0/'"
AR (and WideTrack QB)
Certainteed Landmark 50 and IJ11." x 38 0/.'
AR (and WideTrack QB)
Accessory Shingles various
PA 110 A heavy weight, 247Jblsq, dimensional
asphalt shingle.
PA 110 A heavy weight, 264lb/sq, dimensional
asphalt shingle.
PA 110 A heavy weight, 296lblsq, dimensional
asphalt shingle.
proprietary Accessory shingles for hip, ridge and
starter strip applications.
TRACK MOUNTING DETAIL
3. EVIDENCE SUBl\UTIED:
Test AeencI
Underwriters Laboratories, Inc.
PRl Asphalt Technologies, Inc.
Test Identifler
Test Name/Report
Date
UL 790
PA 100
04/02101
01/12101
11/12/02
11/30/00
11/08/02
R684
PCfC-O 1-02-0 I
CfC-006-02-0 1
94NK9632
02NK42448
Undef\vriters Laboratories, Inc.
Wind uplift resistance PA 107
4. LL'UTATlONS
4.1 Fire classification is not part of this acceptance; refer to a current Approyed Roofing
Materials Directory for fire ratings of this product.
4.2 Shall not be installed on roof mean heights in excess of 33 ft.
5. INSTALLATION
5.1 Shingles shall be installed in compliance with Roofmg Application Standard RAS lIS.
S.2 Flashing shall be in accordance with Roofing Application Standard RAS 115
S.3 1be manufacturer shall pfO'..ide clearly written application instructions.
5.4 Exposure and course layout shall be in compliance with Detail 'A', attached.
5.5 Nailing shall be in compliance ,vith Detail 'B', attached.
FIGU~E 1: FLAe~ING INeTALLATION
I
~OA No.: 02-1219.03
Exptratlon Date: 02/28/07
t\pprovaJ Date: 03/27/03
Page 2 of 4
'AU. _".~ _~
i,lIiLl
t~;;;. ~E~~'
.....<:.:~~::.::~:'.~;..::\,:.. (ROOF e,",I'<OlE~
,...""".-.";',;,,
.';....:...,.',.....',.,.:
.' .;~,:.(':.._. .
... ....... '.
. ',' :; . '.' :.; '.: ';,' \' :~,
i I :1 i; I
I'
AU"1-iAl r t-EALANr.
EXTEND HiN. OF b'
C J'~lr;e 0= FLA~!"fG
~
]~~~
DI.ER-ER /",,~
"LAS:.<INa ~
"~;'i,:::<~'.;
.,..,:~~.;..,
(<: " g{'::" c
.' ,;.-:..(;.;.~..~
.,(. ~~:: '::
::;.' :"*'~."
<:--....."
,""'\ 6-
DETAIL B
38 3/4"
-
12" - ..
143/4"
12" .--
~E
-- f-- 1"
1--
_I
131W
I
~
~"!OOFI"'" '1:'_"
/......
~!AJ
~
.~
.'. '
'r~
61/8
L
~
I
5 5/8"
Exposure
I
lANDMARK 30, 40. 50 (AND AR)
I - 383/4"- -l
/ / / / / / / / / /~~~:::~~~:::;a:::es~::~~~;:;;/77 / / / / / / / -,
Nal between uP..... & 10..., naa fines. . I
_ ~ . 12" --___~r 14 3/4" =~ 12" 1" --;:.r _ 131/4"
~~~L~NG--{~ 1.- ~ lID: ~ ltiJ f
AREA ~ I \ 7 1/2"
5~ ~
Exposure
I
FIGU~E 2: WALL FINle~
TEXT\.~ED. F'AiWED
ex-E<i!CR w,;.u "INI!>4 ~ .. . . ..";' i :. i> i> ,: ::': .':: i:< ~::~~~
_, {l 't ~ ' ~ ~ ~ , : ~ ~ \ ~_'l>>; .~~~.\ ~\~,
: " ~ '. ~\ .' f;.: ~.: ~'.: ~~: ~".Y ~.\' ::'.~' :',~" ~.'\ ~.\ ;.\ ~.... i'" ;:'.;\
{,r.", I~ "f.1 ,1.~f..1.- ~ ~l It ~.~. ,.,' .1" ,1
~ ;...1ili;(;;. t;'!:t\ rij:\ Ir~ I;: j; ;:i l' ;)1 ii.); j; l;; ji l:~ !;,}>;\ !
,.~'\' ;\' ;',: ~> '\ 1.\ l\ r\ ~:,\ ;.\ i.\ ~.\ .~(.. " e>i~:':,-~:,
":.:;::::{:j ....i\(...I.,.. ~>';""'"
C,!.L.I.<iNU ~ 0:-.'~:':' ':-::2,.;",.:.
~', :'. " ,:':':,,""\' .';:
".. " ~"""'..,.'; '::.;->
.., ~:. ~.: ;'. . ...<:r~?,
. ".:i..:. ~/..> ~.'
~
.. ,~"
LANDfJ.ARK 30, 40, 50 (AND AR) - WIDETRACK QB
(Low and Standard Slope)
I ... -- 38 3/4" -l
77777/77/7//7/// / / / /L},:-""--a:..e./~~/L/ / // /77777// // // ,
Nalllol) 3rn for "stoop' slop.. (great.. tl1an 21.12) I
Nal between bottom 2 naD Unes. 13 1/4"
12" + 143/4" ....- +- 12" --
T\ /'\. 1" ~_ --.
l
61/8"
i
>-0'-0 EX~1C1ll
l'''''~ " AeOYE
ROO<'
PlAW1N~
-- f--,"
=
I
5 518"
Exposure
I
\
LANDMARK 30, 40, 50 (AND AR) - WIDETRACK QB
(Steep Slope)
END OF TIllS ACCEPTAl~CE
I
... Q
~~".~
.......- .
XOA ~o.: 02- J 219.03
EJpiration Date: 02/28/07
Appro'l'al Date: 03/27/03
Paj1.t' 4 of 4
@-
@.
~
.
o
~
...;
L SECTIONAL
OVERHEAD
DOOR
o
~
~
.
J
...;
.
"t
~
GARAGE SLAB
.
00
...
TIE.BEAM
....
(f)
UJ
0::1
::;
PRECAST -
LINTEL
I
I
7
1
I
/1
L FASTEN PT 2X NAILER TO MASONRY
WI 3/16" X 3" TAPCONS 6" FROM
ENDS AND 16" O.C MAX. FASTENING
TO WINDOW TO BUCK RESPONSIBILITY
OF WINDOW MANUFACTURER.
T
---
J
,
6
S-8
\ 2X BUCK DETAIL
J SCALE: N.T.S.
.......-
Ae~:....Al..T ee.A~\f".
EX"'E'HO MN. ,,' A~Ve
F'U-el4'''''
f:~~F'~A"
!\P!;CS.
.(00'"
t1
6' ~<a.,",
DIY~TE.R
FLAe...I'K't ............
-
-=--~
: ::~:~
- --=- - --=-~
~~~: ~ : :: : :: :: :~
---- -- -- ---::-:::.
-:::C-=-=:E:~ _::E:=-:-===-=---::-~~
.....~.....~~': : ::. - :-=-::~: :~~/
---- - - -.-
---- - - -
--=-- - --=- - - - --=- - --::-- - -=-
~~- - - - - - - - -
- - - - -
--------
- - - -
- - - - - -::-::-::--
"'~- - - - - - -
-=- - -=- - -=---=----
......~-: :-~./
"'-~-=--=--=- F/..!-C1A
.........~= -;- -
6ALv 1.: ~t'G
Ty'P 'CAL,
~-u:.t~.G;l=aT
~~lP roGE
FIGfU~e 3= CO~NE~ DETAIL
FLAe~ING INeT ALLA TION
WI-IERE ROOF MEeT5 vERTICAl. WALL.
FK}\)f C~ET:
flotIN~ 1.12 'A,OPf
\RflJt,.iIREC AT
^l.l. Lf.va W\;.J$r
C"""TIC,,", \ _ IV
=c-;oc:~~
~'0~~~,;~~-J
~.l1'-HGI\I,..'l. r
lE.ASt'i!NCiGCIo4T-l
P",A~~.5~O" l
~U;.';j. . tl
It' x 1&"H <N\L.v
F'..~'K; CON- :
~..,.~
- A.:)fHN.TSN:B>
!i(M.,,\N1 ~~ IEO
-' ~~:~~~~
W1N1Mt.illtl (Jf' If'll..aQ'iE
liE R--: lLAt ;;use (F F t..A.SrINQ
Al K'EEff"Ll.
"t~"""""NN.l.
A'T [!\(TRY
I
i
!l
~ _SS.....'\NT
-~i
,
\--
~L-
NOTE: THIS DETAil IS REQUIRED
AT ALL VERTICAl. WALL INT~RSECT!ONS
WlTli ROOF WIlLEYS '" ROOF CRICKETS.
I '"~[
~
FLASHING DETAILS
FLASHING DETAIL AT CRICKET/KNEEWALL INTERSECTION
Fl~OU::-F :!)oliKl'4:.>sl'..FtS....)E'.T..~D (NO SCI-.lE)
----
~I~
I~\\~ r-'ft8\
~~.. .~+:l'
~,..,.
o
z
~ ~~
~ ~~~~~
Z x...J-;;;":~
(!) ~ lL......., .
co.... CD
Z . 5~eu.l
W 0 "
o.:...J,,"
-=J c~
~ ~u..
(!) 0-
W
r-
Z
~ ~ \ ~
i~~1 ,,\~
~i~ ~ ~
~~~ ~ ~
~~~ ~~ ~ g
~:~ ii ~S::
~~l5 ~fJ ~u
~ -~ ~z ~
~~~ ~iil 01 ~
ffi~fJ I~ ~~
ffioln ~~ z~
:~3 ~~ ~~
co
i
lJ
a:
~
~.
u
~
3
. .
I
II I '\
L/~ ~.
~~~
V~
Zu. : s
-. 8
.... ...c: 0'\ u
~> ~ ~~ ~ ]
.- .8] .0000
V r ,.,!::. (/) a ~... ~ ~ as<
u. "J fl> ~ IJJ ~ r:-;. ~ 'Vi 8
~ ~ ~~~ ~~~~~'8
'l . IJJ~'~~~~ ~
.... UN(/)Uo...~ '4:
wWw
~(9u
~~~
=>00
~f2z
co
~
o
o
I
N
L()
I
I'-
~
~
L()
~
>-
a::
o
I-
Z
W
>
Z
-
Vl .~ Q 5
~ ~ ~.~ ~ ~ ~ ~ ~ ~ ~ g
:;:) Cia"'" ~ z u. ~ z a <t:;:) a.
CitiJCl:Q~aQ~Qwa~
Vl::l~8::::jf-'~cx:f-'~~~-l
~<t~......o ff:<t~
<tQ~w~~~~w~oI-5~
t(<t> o~ Zcx:
0...... 0
II
CJ)
-
-
"-
I
3:
Q)
.-
>
+-'
CJ)
Q)
L..
U
w
O~
O~
::s
~c..
()
o
-
CO
co
-q-
+-'
o
.....J
z
o
~
(f)
~
>
~
o
, <1::
a..
~
~
'"
'"
'"
a.
~
o
o
\.0
2
.- 0
::l~
(f)~i'
" ~ i'
"OIC"J
>O'tL/')
asOI
\.OO't
wM\.O
I.-Mi'
0-1
..cLLM
~ro~
w 0. q>
$~~
-r-
z
o
o
\.0
f5\ SECT. OVERHEAD GAR. DOOR INSTALL
\2Y SCALE: N.T.S.
'"
Vl
C
o
'0:;
'S;
&
~
Q)
>
l.t)
o
o
N
l....
<lJ
>
o
-a
c
<(
>-1-
~z
z~
w>-<zz
Uooo
UJu.......
~~Z~
..... 8 ~ 0
OO::~<t
Z a.. ::> Q.
~>::E
..... UJ~
:C~~UJ
(D I- I- ::E
~o::>o
0:::: Z 0 :J:
>-~~~
a.. ::E ~ ::E
o~o::o
U :) UJ a::
a..zu.
fa~
:J::::E
I-
ro
$
E
2
(f)
SHEET NO.
~
8
UJ
::E
o
:J:
(/')
::>
lI'l
o
o
N
@
58
LAST PLOT DATE
Mar. 21, 05
M. i\ S T E R S II I N G LEA P P LIe A TOR . SMA N U A L
t1
..-.
LAMINATED SHINGLES
}"Ol'R OBjEC1iVE:
To leam {be correct procedure fur installing
Laminated shingles.
LANDMARK" SERIES, WOOOSUPE- SERIES,
LANDMARK~ 40 IR AND LANDMARK"" Tt
These shingles Hfe buiIt oa a fiber g1i\.1S base to prO\ide a Class A
fire resistance rating. Wind warranties are graduated according
to the product's warrauty duration: A 30-year shingle pro\ldes a 70 mph
II jnd warranty, a 'lO-}('ar provid<.'S SO mph, a 50-year proI'id<.'S 'Xl Illph
and a limit('d-lifetime duration is warrant(od up to 110 mph.
1\01'E: lbe wind wal'fant}. incl'e~es \Vh('ll fa:-t(Cfl('d wiu) sLx nails in
the wmmon bond area in:;tead of with four as foUows (See F(l!,w'e 1;-5)'
. 30-year i nueases to 80 MPlI
. 40-y<,ar increases to 90 MPl!
. 50-year inneases to 110 MPH
(Roofing ccmmt is not required, except on ste('P slopes.)
* \roodscape and J.andmark shJngJes bave the instaUer.frlendly
\liderra(k QB'" feature, whicb prolides I V2" ,,'ide nailing area and
specially formu~tled Quadra-Bond laminating adb<.'Sive ('lee Figure J 5 -3).
* Landmark to fR - the IR stands for impact resistant - Is spedally
manufactured with a reinforced fibergl;l.Ss scrim to meet n 2218
Class 4 impact resistance rating and it is also algae resistant.
i\OlE: I.lUldmark 40 lR must be installed OYer a clean deck (no
r()of-uI'c~) 10 obl;J.in tbe lU218 raling. II L~ strongly n'cow![!l'ulkd
that impact resistant cap sbingles made from Xl 30 I R shingles be
installed 00 aU hJps and ridges. Some insurance ca.l'l'itrs may not
C()nsider the roof sy,tem as compliant to II 221S Cla.5s 1 wilhout
ill1pa;:t rcosislant cap shingles
Landmark TL Is nni<jue because its patent('d Tri-I.amimuew
d('sign combines three laycrs of malcriallo prOlide a dramatically
thick shingle with a wood shake style,
\rim the exception of Landmark n, closed-cut ~<illc'ys are preferred
by u.TtainTeed wben applying these shinglcs. Open vallc}'s are
recommended when applying Landmark 1'L; howC"er c1osed-ellt
villeys are also acceptable. Woyen yalleys are not recommended for
Landmark TI. be<:ausc dJe trt bll1inated sl1.iJWe can buckle and
become damaged when shaped into the v,illey. ~ails are requlnd a.~
fa.,leners for Landmark 1'1., staples are Imt allowcd
ST.l\D.\RD OR STEEP SLOPE l:'iDERLABIE~r: Shingle
undcl'la)'lllenl" JIleeting o\STM D41\69 T}1)e I standard~ is suggc,ted.
CertainTced's Roofers' Select'", ShingleFdt'~ or Roo{\"('rap'" is
preferred.
LOW SLOPE \.;:\D[RL\U1.EX~ One taytr of WlntcrGuard' or its
equivall1lt", or two laycrs of 36" (915 mm) I'<ide fdt shingle underlay-
ment lapped 19" (iS5 mm) must be applied owr the entire roof.
IMPORT~'O": wl\{'n instalUng Lan<L~tark 11 on low slopC', oue la}er
of WinterGuard or an equiva.lcllt walcl'proofing shingle und('r!ayment
B8
figrirf 1 ;.10: 'Fite OJur~e Dkl,,'Olkil Me/bod" illSllIllalil)'1 sclxl/1alic.
If
/ ,I
II
"
'-." -
For capping hip and ridge, apply CeriainTeDd
'Accessory" shingles of a like co;or.
./
""~ ------=-,
~~~"'~'~ .
~~
../ ':.."
~ / ,,'r -- ,\\,,>-1:-'$:\ \S) ':\\C) I
~t;:I:'---- . ,\\-" ,~.~",,<:J~~~'-J
'\ _ _ \ \ \ <;,<:J\ ~. _::.;;:---- 1
'C' ~ "'o~, I
...: . ~'0.~'?,,'\Vb.'\" I
~ ~ I
-----"'"~---
=~.
;;C~
1/ // ~~
'I' ~,..-
~~~,
I.,\'~---}A \~'\"'.
-..0:::,,,, \., .
l>:,,---' Air Flow )' ..,\~.
TIlrough ..... .
Soffit ._
Provide adequate ....
ventilation under \;.
the roof deck to
p~event haronful \,
conde nsation in \~
J'lnter and heat \
bJlld-Jp .n ~ \ ~
sumrrer. r~
I "
~~
I U \
\ 1.\ I
I 1\
I I. I,
\
\
'f I
~ -I
~
I
I
I
,
I
I
~,,\. ~I
\\,,(,~\~~~\S~,I
\o.~s """~\ _ .~.
~'~o::: _-/ ---+-:
~~i
t.
I
.,
. ~~\"
<:-.<:>\. <;-.~ ~\ ~\
'\l<:l" \.~f:J '0' "'C<:,'\\"'-"-
'i:) ",C<:,'"
"~\,,,,\
\ .................
\.. ... .....
....
,:.<
-d
~
8-
....
~
~
~
~
,
f:1
,
'"
>l>
~
-;l
;
=i
~
~
....-
i
Cil
J
i
~
~
....-
::::i
FASTENING
~
---
SHEP SLOPE
............
1ST COUt.~Ii:~pply a fuil shingle at the lower ldt comeT of the
roof. ~lake the lower edge and left edge Ue Gush with the edges of the
starter wur~~ (Figure 15-8).
",",'t- _~~r-~
\.-----c..7-~- \ '\
. . \ \
~'$=-----<~\ \
\~\--..:. ,~,,~<:',,"'~ ::<~\_-~~~
\ ~ \ ,~,,~ ~ -
~f.-- \.~.~ '(';:.i\<~.~~;'~\-~> o. -f _' \
v\~ \ _ -,.. --- !:\1\\~\i"--
'-;;"'1: " - ~ ---, b:,' \.'~, \ ".--- \ \ \
, \\, -.- \: __-$'~t. (.,.5"'~\}~ . :\ \
\ \p-"". tl~""''''b ~ \ .... \
\ ~~\.. r;:\'!;&~;; ~~ . \ 1
~~. - 'l;:.\~" rt'~ ,j~~c.:.~'~ ~'U<:.. . \
C~- -~ ~~s;o :,-:' '~~c~~;;t;;~,
\ . (l. . o.'\.. ,<if.. . _' -:.~-:::-----
\+-,," . - '5 .-9~/--
I1,f_::'I\'''\l ~ <:<..:.~' -.....~:::::::;/.....,.......
,., ' I .~ S v /_~./
,~"",I:,;l;;<',\\ -~-
,,\\'l'l""" '.~ I 1\ 1--... //
t~~;l.~ '\ ,;,~~ <"Ii.)'.;" I \1 \
.,,~t." \ il. I
figure 15.8. :Wxrillg l&-fir\15 (YIur,;es ,m a staf/(Iard slof>e.
ONE <LEAN-DECK APPLICATION METHOD
fOR ENGLISH DIMENSION SHINGLES
LOW AND STANDARD SLOPE
ENGLISH DIMENSIONS
Cse ~I:t nails and four ~p01S of asphalt roofinj\ cement for ewry full
laminated shingle. See below. A.'phalt roofing cell1Cl1t should meet
..STM D1586 Type U. Apply I' spots of asphalt roofUlg C('lnent under
each corner and at about ]2' to 13" in from each edge.
F1VHOURSE DIAGONAL METHOD
(USEVENS AND FOURTlENS")
PREP.\Rli\'G IHB DECK:
. Apply underlaYUJeJlt as required. CertainTeed suggests that a
layer of shingle underlayment be applied. For llL fire rating,
umkrlaYIDent is generally required. Apply Ilal a.nd unIlTin!Jed.
. Snap horizootal and l'erUca! chaiklines to assure shingles will
he correctly aligned. E\pose all shingles 5" (125 mm).
---
TIi:C~(%)
S11gle
'Mi.!:
Proper
Naillng
must he apl'lkd over the L1,Un! mor. .-\.ppl)lng two layers of ftlt
shingle underlayment Is not an acc('ptable alteruatiYe to
WluterGoard. One layer of shingle underl1)'menl meeting .\,';H1 D \869
applied O\l'r the reqltlred WlnterGuard is also recommended.
.cOOl
12" 12' 12"
1-(305Irrn)-" +- (305 IIIrr)-" -(305 l)ifn)-"'I
ENGLISH DIMENSIONS
CrOOKed UnCer-
Or....e1
-.. 1-1" (25 nm)
'+--131/2" -'<-9'-..-131/2" -..'
I 1345'11m) I (230 r'lm) (34511'11)
1-+-101/2'----: : 1-+-1Ql/2'--.
I (265 nm) i I I (265 mm)
1" I Srninn! I I l'
-"l:'""J.25~~,_:_ J _ J ~~~T:.~ +-
1251~;i ~ "f%1 ~1 ~
L~_.)ooling C.~m~nt ......__......
~~
~0; -\ ,~~t.'"
. I?~ ____ ~<:>~
\;>\~~..:'\.__ _0
'\' ~~-\ \
~ .,.~\,~,,~'t.<;,.' ~ '*~t~~
\.: Y::.~ ~\\'\-V
~' C.
, ~
~~~~ 1,,<;,"'~\<:>-'!l...-~
~\\'Y . '"~. \; ~~'.J.'<'y,J:-~ c ~\~o;
<..0",<t I ,;:...--- ~\\<;\ ~~." ..-,;?" ~ '-
'~v~.~~% "'~/ 'O.\,\~
I :.. t;;,-"'~ ...9-'~ .....- ~ \~~ ",,1;;'1-\";
\ ii \. -"" - <:>'\.~ \\i'.,\\<Y .,,,<:J
Ii I ...... . \\~'(,.. :> "oS''' <S'" \ '
I \ \ ~,~ ,>"-" ':'C \,\ ,~' '0"0
I v-':..~,\(:, ~<:J\'.>' \:"t!~\. :,\ c ",;;'<.1:..
"'s 1> <:>\<>" "'of';' "
1)>" "",,,,I:,, ':,,\<y '<i"
I. Cut 7" off the left end of Ihe first shingle and ,al'e this pi<.w for later
u~. Apply the 29' long piece over and ahove the {in.1-couNe shingle.
LeoNe the bottom 5' lab portioo of the fln,t-course ,hingle exposed
(Figure J.5 -8).
2. Cut I'i' off the fir~'t shingle of the third COUl'Se and save this for later.
Install the 22' long piece over and ahove ule second-course shulgle.
3. Apply the prc\'iously removed H' long piece OWl' and abo\e tl1e
t11ird-cour~e shingle.
4. Apply the pre\iou~ly rem01'l'd 7" loug picce [rom the s<.'(ond
course over and aboye the fOU11h.course shingle.
S. Instill a full ,hingle against tbe right edge of each shingle in
course.. one through five.
CO'lll:\lI-'G lP IHE ROOF:
I. BeginDing again with a full ,hingle. repeat the five-cOllr~e pattern
tip lbe left I'llke (fI:r;lIre 15.JO.. see BOil r(lge 111).
2. Fill-in wurS('S a(:nlSS the r()()f in a sll'pped diagonal fashion using
full shingles (Figure J5.IO - set',t (fnd Bon r(lge IH). Do not
run courses straight across.
UIPORH.'i'r. Do nol align joints of shin~es c1osc'r than 3 V2" from
one iUJolhC'r.
r(25f'111).....I-
Q'ler-
Dri'ien
~~
~
~
Figure 15 -2: Proper ilnd int{,ro{If.'f naihng.
I S~EEP
S!c'pe Applicat.on
1 (?ver 2\.121) i
t t.j STANDARD
I. ! i "- SIOJ~ .-fp'Caf'Jo
Iii.' " 1.11'2 JO 102"':21
i I \"
! i i
! ! I ~ \
I i I
I '
1 !
Y ~
,,601'(21112)
,,1 B 51'\4,112)
Low Slope A.1pliG'iI'on :telc~ 1(12)
LOW- .<.951(2/12)
...----iriilId..- .... ..... '100 ".ot.APPIY Shingles
- ....~ Below 2112 Slope
~ ,,0)'10/12)
*
....,..
il,rea for \
& Standard :
s "
- ~ ~r - - . -
-~ ," - - --
Figure 15-1: Slope definitions.
I Nail Area for
Steep Slopes
HiE ROOF DECK" m:ST BE .\f LEAS'r. .1/S' (9.5 mm) thick
plywood, or "/16' (11 mm) thick noal'eneer, or uomJnall' (25
wm) ulick wood deck.
COW" RATH.f.R ClIM..UI\S CU.L SLOPF.S): Applying WintcrGuanl
or its equjvalent" Is ~trongly recommended wberel'er there is a
possibility of ice huiJd-up.
n..\SIIL\G: COlTosion-resistant flashing must be used to hdp prew'nt
leaks where a roof mccls a wall, anothcr roof, a chimney or ot!Je'r
ohjects that p('ndrale a roof.
SE.UJl\G: Shingle sealing may be delayed if shingles are applied
in cool weather and may be further de.layed by ajrhorne dust
accumulation. If any sllingles have not scaled afH'r a r('asonable
time period, ha.nd sealing may be nccessary.
CArnO:'i: To pr<.wnt cracking, shingles mu,t be suflkiently warm
to ,illow proper forUlillg for hips, rldgcs and valkfs.
\HRIl\:"l'J'Y: 'I11C:.(' shingles are warranted against manufa;:turil1g
defeas and covered by flve years of Su.reStat1 prote<:tion, except
Land..\1a.rk 11 which prol'ldes tea real's of StmSt1rt and includes
coverage for Ie'JI.:>ff and disposal co~ts See tbe warranty itself for
spe<:.lfic details and lImitations.
FRONT
BACK
UNDER sloe
OFTOP
LAMINATE
LAYER
'"
FOltechnical questlons, Information on acceptable I li '"
i!: ,!!.s;!;; c:
alternative application methods and materials, :; I ~ ti!:!,g
or a copy 01 the producl warranty, contact the 1; .!l ~ -5 1ll
sources listed below: 31 '<.= ,! d
Your supplier or roofln~ applicator " I
CertainTeed Home Inst~ute _~_ 800-782.8777 -~L-_
CertainTeed Fax.on.Demand 800-947-0051 J ~
CertalnTeed-R.PG Technical Services BOO-345-1145 ./1 ./'7
~
s
METRIC DIMENSIONS
13" 123/4" 13"
1-(325 mm)-'" ........(319 mm)-" -(325 mm)-...[
-... 1-1' (25 mm) Sealant 1" (25 mm) - j .....
~______L_r--_-
~~ ~'Wl ~ '.f!2
+-1"
(25 11T1)
METRIC DIMENSIONS
+--13'/2" -.. _11;!'''-''_131/2''-~
(345 mrr,) (29911m) (345 mm)
.-101/2'-"'1 j...10'/2"-
(2651111) 1 I !265 'THi)
l' I I Sealant 1 1 1"
-.. :-(251111) I I J I 1 (25 mm)-..., -
1-...:~~~~T~~-~--~
\25 nm)l - - - - Roofing Cement
* WideTmk QB
13" 123/< 13"
1-(325 mmj-"--(319 mm)-... -(325 mm)-..,
r 1-1'(25 mrr) Releasha~ 1" (25 mrr)-, -
11/211 .!_w___m____ .._--~_._. .
N3It~~~' ~ ~ ~ ~
2:\0 TlIROIGIl 5111 COlRSES:
C.\ITlO:'>il Failure to foUmv ill51ructioa Sf('PS 1.5 beloll' I\ill bring
j(jlnL~ too close together and may cause unaltractiye pattc'rns'
-1"
(25 mrr)
LANDMARK n
* WideTra(k QB
-13.'12" -..'_111/4' -... _131rl"-~
(3451111) 1299 nm) (3451'11)
_10112'-~ 1-10'/2'-
(265 mn) I I (265 mm)
..... '''''1 12< 111m) 1 6 11125nm\ ~ -
I ' " I 1 Release T:lpe I I' '.' I
'lai I Area j
rorslG-3P1.--<, 'W~ ~ ~ -1'
1-...~-~" ~ 1 ~
(2511m) 1 - - - - l ~ (25 mn)
, . RoofingJ:emJl~tJ____J
1
13'/2' 13" 131/2"
1- (343 11m)-" --(330 mn)-'" -(343 mm)-"'I
Figure 15-6; Standard slope IIlIder(aprwnl and slarkr drip edge delails.
-.. 1-1" (25 rnrn)
1"(25mm)....j -
ST_\RTER COlRSE:
I. l'se CcrtainT('<.-u Starter (pre-("ut 10' 1 ,)6'), or use standard three-
tab self. sealing ,hingles w'lth the lover 5" tab portions remol'ed to
prolide starter shingles lh,u are 7' in height (l'igtlre 15-7).
~ W1 ~~ ~
I-
Fuil Le'lQ:r
L _ _ _ _ ~,":S~'~ _ _ _ _ J~omml
r Ir -:1 I
IRe 11 0 ~ e:! the s e p:1 0 r tic n S i
~_____J______)______J
36' (915111')
{,igure 15.[- {'se four l/fIlts for fJ{~'I'Jfllg sMIRk.
LANDMARK Tl
+-- 15" -.............1.T--.............. 15" -~
_ (~~~ ~m~ (254 ml1) .;:1 ~~~) _
, (305 nfl'l) : r (305 mrr)
1" 1 I 1 1"
.... :-(25mm)1 1 1(251''11)....., ...
I 1 I I I I
[2,'~~,i:~~;,~ c.m.~ .~ i',';"1
Figure 15-;', Make starter 5blllglcs by rel/1Ol'lng the lot[(.". 5' tabs.
2. For the fif>t slart~r, l'ut 7' from one side of the starter shinglt'S.
3. ...pply the Z9' piet'e to the lower left COllH'r of the roof. ~1ake sure
there is I/J" o\'erhanging the rakes and eaws if drip edge is being
used. lfyou are not using drip edge, make the o\'Crhang 311".
4. Use full 36' long, c" wide statter shingles fnr the rest of the course.
F~~re 15-5: r:~e ~{.'r naif.~ Imdf01lr sf)()ts of
asf>haIJ rooj7l1g cement Oil .<teep slopes.
c.\nlO~: Exeessive u~ of roofUlg ren1(:nl ran rause shingks to blister.
G1xpter 15 ell R r \I :'I TE II I> S II I N G L II \ P P LI C H 0 R' S ~.\ :'Ill \L
139
110
ClJaP"'" /5 ell R no PiT II II D S II I 'G L 11\ I' P LI C H 0 K' S M\ 'll H
Cbal'Ierl5 CBRT.-\I:'iTl!IlU SIIINGLE .HPLlCHOR'S .\H:'IUH
___ r~~-"~__ ---~_
-......-..- -- ---........:--- - - -';.;....- ....:...........~-----
~ -.- "--~." .-"-.~
. -.. ,_ -.. T - ./ 2=
- I
- .1
1
1
I
1
-I
I
1
1ST COl RSE:\pply a full shingle at tbe lower Idt corner of the
rOClf. Make the lower ('dge Md left edge lie Ilush witb the edges of the
stalttr course (FI);lIl"e /5.12).
1 ~.<~
-s,.-- "".
'~~_~~~~:\-w ~
1\ ~",\."",~ ~f\\. \\
If /\:'\ \
f~\~, .......___------- \ \\~~. '~
\ \
\ ~\ \ \
\ . '\'?i\';j:'., \ r::-
~.'\ .,-,,,~,, \ .......
\~\ ~ \ '-
__-~\\\ ~~';J..\).~...:Y\
,,"$.' "~. i'~~'~ ~~ ~. .~d(.\
~)~...."t \~ ,_"... -- :y-- -~~'\ ,,__ \
. ''-~ ...~ _ - ~ _ \,'$l'" \
, \~ - - .,~ \"I:,'-~ ,,\ \
, ':::'VJ.~ ~ '- . \ \
\'>:: .<'<f;-.I".J \i>\\-::~'" \ \ \
\~ _ ':tl'~ ~":~'4';:.~'\ 'Vr::.~,~'t .,,-*,~ \
\' \,,' ~~. "_.~: ~_L"~ ,,-,"~"<:_::~,:~':'::;,,/
'[........=...___ f-.,'(3..' ... ~ .,:,'" ~__i
~:\ji '. .t) ~.". - - ~ /"
~"?i~"'" ~/"
'1'Jc."~1~.'1\'!~ ~'~. _,;, ..p.<P' ~
_____lc~i'J'''''i. ~:::---
_ ~'\ c'....... '" ..-
.<,,,('~';,,,i.~"-I'.l ill 'I
~~~~.~,~j'.'~~ 1\,
~.~'. \ 1\ \
FI[;1tr8 1512: Nplyillg tw jlrsl 5 C01t/'St'1 afMetrlc dimension.
Sute: I1Je lllndNal'k TL dimenskJllJ l/iJ'fl'r (see !nslrw:l/wls below.)
--~ ..
-_....~
--:;-
':'
1
I
~_' I
:'l\
'\l
i
I
~
-~...,
;V'~.:,_"
\
.h
-_~ Y.rc90
. ....... /110)
2"0 11IROrCIJ 5111 corRSES:
CALTIO:'>i! Failure to follow inslruction slt.ps 1-5 beloll' will bring
IC'int." too close together and may cansI.' IUlaltraetive patterns'
: .
1. Cut 5 'iE ,. all dIe left end of the first sh.ingle and saYe this ple<:e for
lau.,r use. Apply tl](' .'3 1,18' (34~,'S' for I.andmark T\.) long pkce o\er
and above the fl.rstcoul'Se shingle. Leave the bottom 5 S/8" tab portion
of ~\e [Jrst -course shingle eXjXJsed (Fisure 1.5.12).
2. Cut HI/.j' off tbe first shingle of the third course and save dlis for
laler. In~taillhe 27V2' (2S~/i' for I.andmark T1.) long piC'ce 0\'\'1'
and abole the .'e\:ond-courl>e shingle.
3. Apply ~le pre\iously removed 111/1" long pie<:e over and abme the
third-course shingle.
4. Apply the prcviollsly removed 5 '/~" long pie<:e from the second
course over and wove the fourth.course shingle.
5. Install a full sbingle against tile tigllt edge of each ,hingle in
cout~C' one ull'ough file.
CO~nl\lI\G I.P IlIE ROOF:
I. B('ginning again \Iith a full shingle, rl'peat the fiye-course patlcm
up the left rake.
2. Fill. in courses across the roof in a st{'pped diagonal fashion using
full shingles. Do not run courses stralgllt acro~s.
l\IPORH..\T: Do not align joints of ,hingles cloS<'r thatl 31;2' from
one anoth~r.
, .
<t.
Figure /5. I f: Highl~r:hf of closed.{1/f mlk,y.lclail,.
H2
Cbali/I". /5 eRR T H \ T E Ii D S It I N G L Ii .\ P P tl r, H 0 R' S \B N II H
C!Ja!,ler 15 C E R T.-\I N T E B 0 S If I N G L E .0\. P P Ll C H 0 R' ~ ~H:'I LH
.......
...........
~i\D THROl (;If HIf COtRSE.S:
C.\UlIO\l Failure to follow instruction stt'PS 1-5 bdow will bling
jOints too dose tClgetlwr and may C<IU>e unattral'til'e pauel1ls!
There are 24 three-piere units in earh Shadow Ridge bundle,
prol'fding i2 individual caps that will co\'er 30 linear feel 031/-1
linear fe('t \-ktric) of a hip or ridge. Earh Engli~h dimension C;IP
piece is 12' by 12' (Metric caps are 1.1 1;4' by <) ~'S') and fear\lre~
dippl'd COl1lers on u1e bottom edge of the e\]losed portion.
\OlE: Earh cap has a bl)ing/alignllwnt notrb ;u Ihe lop ('tlge to
center the pi('ce on dle ridge line, and two notches on each ,ide
to indlcute the COffect c\p(l~ure aad shadow. tine ptacemcnt
(figllre J 5.19). The side notches of the cap b('[n~ applied should
he aligned Ilith the lop edge of the pmiou,ly applied cap.
CHIMNEY flASHING
ONE ROOF-OVER METHOD FOR
ENGLISH DIMENSION SHINGLES
---
Metal Slep FlashIng
~-
2'(50 Inn)..l. ..' o:'.:.~'.~:' 7 "
M1illtJm :-. X:o rnm)
'1- -1 f'/1If1ln1Urn'
3' (75 mm)
1/'lI1imlln"i
--
PREPARING THE ROOf
SURFACE FOR REROOFING
I. Cut i" oil the left end of the flfSt shingle a.nd save Ihis piece for
later use. .\pply the 29' long piece over and above the flrstcourse
shingle. For tllis a.nd all ~lI('ce('ding courses, align the lOp edge
of the shingle to he applied with the ho!1o!\l edge of old shingle~
ill the next course. Exposure of fiN cOllrse only Is reduced to Y.
2. Cut J t" off the I'ir~1 shingle of the third COUf>e and save this for
later. Install the 22" long piece oler and abore the second-
course shJngle.
3. Apply the previously remoled J,' long piece OIer and abo\e the
tb.ird-cour:;e ~hingJe.
t\.pply tbe prl'\ious.ly remo1'l'd 7" long piece from the ~'Cond
conl'Se over and aool'e the foulth-course shingle.
S [nstill a full shingle ag,unst the right edge of each shingle in
coun;cs one through the. Rememlwr thaI course ()nc shil1glc~ arc
only 10" "ide
12
.0----- (305mm) --- ..
~6'- 1~6'-"
(150m'll) l 1150mm) .
\PPUC.\TlO:'>i IS \S rOLWWS:
I .\rpl~' shingles up to the hip or ridge Oll b<ith Side" then trim
flush.
\OTE: rhe last course of shingles should haye M e.\pOSlll'e of
5- (5'/g" ror metric) or Icss wilen th(' shin!;lp cap or ridge Vt~nt is
fastfned ia place. Otherwise, a poteotial water leak could OCCllr at
exposed s!Jingle end joints. The figurcs lI~ed In this section iUustrate
tht, applicalion of al'CCSSOl) shingles OWl' a ti,lgc vcnt; application
dJrectly to the roof deck is Vel) similar.
. ~1ake the surface of the old roof as smooth as possible by [{'placing
missing shingli:s. Split and nail nat all buckled. raised lahs and
curling shinglt'5.
. Its a good idea to cut old shingles back flush to the rakes
and eaves.
. We suggest that you ;tpply corrosion-resistant drip ('dge aJon~ the
rakes and ea1'Cs. covering the edges of the old shingles. This will
provide a uniform ill1d straight edge that l~ilI help pn~eflt waler
from seeping under tbe shingle edge,.
r-
figure 15.13: Stl'pflasbl/!f! mlllimum dimension,>.
t
Notch for
Ce'l!edng
'\OlE: (:se 7 \/8' or more for Mellic dimen.'ion and
J.andMark TL shingles.
12'
(305mm)
" / ---.
Notches for Alignment to
the Top Edge of the Previous (' 86 )
Cap for 5' (125mm) Exposure mm
Fold down ...
cOlJnter flaSl rg
over sleD !last'Ing
UNlSTING" (OMBINED WITH THE F1VHOURSE
DIAGONAL METHOD (IiSEVENS AND FOURTEENS")
12'
:J05(l1(11) .--' / Apply Ove,
~~~. Starter Shingle
I 1-
/ Stade, Sh'egle
I I ,/
I r ~ //-;'..___
I '(\180n~;:..---
1 ~~It!!?!r:./!..
"'1~f"'I/'''!/
fi\~r~i'
~
I
NDtch for
Centering
c~: 4Q...-l~
f~J[:~~;{:.I':"Z~~f~.
--t-~~ 4:'k;)~.~,;t~i~
A .;AfY-;-:- -
~~~:~ ,/'~~ >1 ~
------- : V ---"L
--~~_:'=-.r-l: -
-,
i\01'E: Nesting is prcftrred over "bridging" metbods when rerooOng
because nesting sh('ds water best and looks better. ,,'Sting, as
described below, Is an easy application owr square-tab :L~phalt strip
shingles \\ith a 5" exposure. [f you are co\'eriJ1~ a ditTereut type or
size shingle, you lIlay need to cut ba;:k the tahs so that nesting Is
possible. To do this, ,imply ClIt oil the It'a~ing edge of all old ,hingles
when they are lapped less than 21;2' by the new shingles. This permi1s
a nat ne.sted application that avoids Iifttd edges and slumps.
~~~~~6..~~",.... - .. .
.... ""1;; '-.. ~ ----; _: 6',
...., ----4~ /......tI)c, . ~ - _ 010'.1'0 -.
~ ,.... ,Z:~(Vrl:. .: _ _ 0;-
-- .... .... ""'''''0' C0 "- "
oU/'se
The same m('lhod used for clean .dc'Ck application of these shingles are
used for roof.u1'Crs. Application of thel'e shingles OIer English dimen.
sion shingles is oot recommeaded - doe to the higb cosl of workman-
sllip and gre'J1er risk of \\'orhr error.
L-
---1
English Dimension
(()'n~ll-'G lP TIlE ROOF:
I. Begioning again \l.ith a full shingle, l'!'peat the five-course pattern
lip the left rake.
Z FiJ1-!n courses across the roof in a stepped diagonal fashJon using
full shingles. Do not run cour~es straight across.
1\1POHT.\:'\[: Do not align joints or shingles closer than 3 I/l" rrom
one anotber.
- Fas'en
F!ashing
To Rool
+- g7115 --1
(250mm)
_415/16'_.. - 415/16'-
(125rnm) (125mm)
r
"\
........~
ONE ROOF"OVER METHOD
FOR METRIC DIMENSION AND
LANDMARK TL SHINGLES
F(~U1'e 1517' "Nly (J fl/ll cap ,'blflg((' on". tl)(' stliyt"". pl('(('.
fll/sh u1'tb Ibe hotlom alld sid.. pdges (If /be ,'Iar!."
131/4' ... / -,
(337mm)". I
. L Notches l.o.r Alignment to 75;8'
the Top Edge of tf1e Previous (100~ml
Cap for 5518 i141mrn) Exposure _J .
Metric Dimension
2. Install nIps beginning at the bottom of a hip or at either end of a
ridge. Apply a stal1er piece Utal ha.5 lhe bottom 5' (5 '/8" rror
mdric) removed (Figure 15-18). Fasten Ihe Slal1('r Ililh two nails
located about ~,. from the rake edge, and I' In from each side
edge. Make Sllre faslenl'rs used 10 apply caps penc~rate at least
3/4' into or through Ihe decking.
\Ol'E: To assist in prOpH alignment when ridge vent is not used,
snap a chalk line parallel to the hip or ridge along the line where
the side edges of tbe cap shingles shouJd be.
l ,\pply a full cap shingle oler the starter (figu{'e 1.5.18), and plal'e
fastellers at 5\/8' (61/,- for nH'trid up (rom tile e\po,,~d boltulI1
edge and 1" in from eadl side. :-;ails must not be exposed on tile
finL,hed roof.\.IJ nail heads must be driwn srralght and must not
rut into the shingle surface.
t2" ..J
_' (305Hl{T1) ---I .
~r- <fi""'7)'/;'7B' / LaYlng Notch
"&~.i/.' I.;,'/~ .>ji.,.,.>,y, ,
'*-.~'/;/ . ..
1 I 1
I 1
I 1
5'l125111rt1) I 1-----
E)<pOSlIr6 I ~-I
~
............
(;~<<<
.~
S'YT.?
,~;S/lJ,-?7 __ ~
<::;., ,f'/, 'oT.:y
- ~ i/ 0. r....SOrn "'..
'........, ~ . rn) ...:'IJ; J. .rSf C, '-. '.
-.,.., -::::::-::::_ -"""-- ..... -0,;;/'<8
I'<~~:~~_~~~_S ~~ S!Q/7er C, ,
: ~-..::::.~_:"' ~u~se
-::}JO'(,> .... - !
o..//S(9
r==--C:-~. D---
.~_--- ---.L 'I
f---..r." ~.....~ -.1- - .. -r-CD
~ '} ~,tJ
~~~~~ 7
T ~u 7z:. ----~--:):- -_ ~hrr?ir
~ -:/ /7y'1J-7+ -
- 'T J J
- -- - / 7 _- ~
Figw'~ 15. /4: fllasbilrlS around a cbimnf!)'.
...........
HIPS AND RIDGES
Figure /5.19: Fach S"adow Ridge sbingle has (/ celllC'11'lrg /lOtJ:b and
tiN ;1'de.allgnmefllllotche.s 10 belp "n.\Ure pm/x'fj,lacelflefll
.......
SHADOW RIDGE- A((ESSORY SHINGlES
FOR HIPS AND RIDGES
Figure 15.15: Fi/'(/-Course Di{/I!.(),l1a~ N<~~fed
SnRlI.R COlRSE:
I. Rl,move the tabs and the top 2' from standard sdf-sdlng
shingles, leaving 5' by 36' strips.
2. Cut " otI the length of the first strip, appl)' the 29" remaining pie<:e
over the old first COlU'Se at ~)e lower left coroer, ovechanging the
r'&kcs a.nd eayes !j~' if drip edge L~ us('d, or Vt" if no drip ed~ is
lk,,<,d
3. Continue wilh full-length slalter shingles along the eaves
Shadow Ridge shingles have an aco:.1lted shadow line that Ls designed to
romplement lhese ~h.ingles. Simply fold along the pre.;:ut lines and
detach individual cap ple<:es. Save valuable in,1allaUon lime t'ompared
t() cutling 3-tab shlllgles.
R{,,~,;;''Si;;;''''''''M<~;S; ~
tr""~~~,~,,,~~,~~
~~;i~~~:~ ~~."~~':~:~~ "
,~~:AA,><,<,,>).. }." W0-X:." ~Y'I,'->
l
~
Figll1'i' 15.16: 5hadou' fUdge IK'cessor)' sbillgu'S de/ad; i'asilyfrom
fbme-pll'.:e Iii/itS 10 fl/a"'-' :'2 inditidllaJ cap puxe!;.
5" (125",(11)
E)<jiOSlI(ll
--""
~
1ST COlRSE:
I. The first-course shingles are made of full Lan<L\lark shingles witb
2' cut off the boUom of the tabs.
2. Align the first.course strips with the left and lowc'r edges flush
with the starter course.
Figure 15. [8: /1/.5fal! cap sbt'lIg(e.( at lheir eo'1'('t'f expnslIJY'
(<lid COI,... ill! !asfenl.'I's
1",'1lre I h?O, C.</! laring nolebes to ct,,,ler ,-billgles 0/1 bifJS and
I"idge.~ and to /oca/e Ibe col"11'cf pXjK,.\'{/jY'.
1H
CbaptV" 15 C E RH I STE E 0 S H I 'lG LE .\P PL I C..\TO R' S M..\N \:.H
Chllpler 1.5 C E R H I '( TEE 0 S H l\ G LE .\P P LI C H 0 R' S ~U ~ r H
114
--_._---_._-----~............ -----------
ONE CLEAN"DECK APPLICATION METHOD
fOR METRIC DIMENSION (13V.d X 38!/.")
AND LANDMARK TL (13'14" X 40")
SHINGLES
---
F1VHOURSE DIAGONAL METHOD
(S~.- AND 11 114")
PREPUU\G TilE DE(;K:
. Apply underla;'ment as requjred. C"11ainTeed suggests that a layer
of ~hillgle underlayment be applied. For l. t fire rating, underlay.
ment is generaUy required. Apply Oat and unwlillkkd.
. Snap lhalklines 10 assure shingle~ will be corr('dlv aligncd.
Expose all shingles 5 I,~' (1.13 mm).
Sf,\R1ER COlRSE:
\. l.!se C;:r1ainTec~ Starter (pre-rut 10' 1 ,>,8h'), or three.tab sdf-
sealing shingles with tbe lower tab portions removed. Be sure that
Ihe starter shingle, are atlea,t ., 'I" ' in height (Figllre 15-9).
~. ~ __ ~.~':: S~'~ ~ ~ .~. ~~] r'~f
IRe In 0 V e:1 I h e s e P:: Q r ! Ion s ~
'- - - - - - ~'- - - - - - )- - - - - - ~
figure 15-9, Mat'e starkr shingles rlxd lire 7 ~<~, ill beigbt.
2. For the first slarter, cut 5 liS" frolD ooe side of the starter shingles.
l .\pply the remaining pkce to the lo\\'er left corner of the roof.
Make su.re dlere is V2" overhanging the rakes a.nd eal'es If drip
edge is bdng used. If you arc not using drip edg(', make the o\er-
hang VI'.
4. L'Sl.~ full lenglh start('r shingb for 1Il(' I'l'~l of th(' course.
141
(ONTOURRIDGE"
"1'
1
11 '12'
(292 mm)
,-
81i~'
1210 n'm)
.L ..'..
:- 12~ -~:
1305 rrm)
FOlded Edge tfront of cap)
f"igw'e 15.21; mere are 30 cap shingles per bwurr" of COfltoUl1?idge tbat
("(J('eI"S 20 linCl/r fi~.t uf hip or /'11~!!,e I/J all 8" e:>pomre.
I\PPlJ<ATlON IS AS FOLLOWS:
I. Install the fin.1 cap at the ea\es for hips and oppo~ite t.he pm'aillng
wind for ridges. Fasten lI'ilh one nail applied on each side of t1It> cap
shingle 8 Vi' back from exposed ead and I' up from the lower edge.
2. .\pply the neA1 cap shingle so the folded front edge CQvers the
sealant stripe resulting in an S.' exposure. Fa.<,\en with one nail
applied on each side of the cap shingle 83/4' back from l'.\pos<.'d
end and I' lip from the lower edge. Fastt'ot!rs uSt!d to apply raps
must penetrate at iea.,1 ~/i" into tbe roof deck or completely
through.
-
Approx. ~ ~ \ """\
~\~~~~~:~'-::-~
\\ ~,,~ 11'11"
~'\ \
1;4' Overhang
i6mm)
fig 15.22: Tbe extra p.rposure Imd tbidmess ofContouf'Rldge cnbances
the l'Ooflines and Stiles In,11a1talioll lime.
3. Continue in the same fa:-hlon u~ing {he st!alant stripe as a. gauge to
install cap ,hingle'S at an R" ('\posure.
li5
t.\6
.-.
~It~
~~~ ~
~'iu~01
-,....
d
z
('II
g ~~
~ ~~~~~
Z X -l~~~
o ~LL....'" .
Z CO....[D
, ~-.,,;;,eLJ
Wo5"
o.:-lV"
.=:J C ~
~ ]LL
o a..
W
I-
Z
i
~ ~ ~
;~~~ ~
IiI ~ ~~!
~~~ ;~ ~ g \ ~ 2>
~8~ ~~ i= ~ 3
~~UJ 00 ~~ c-1 \
~~i= ~~ ~ cz::
~~~ ~f3 ~~ d:
~~~ ~~ 01 ~
?;:~f3 ~!!! ~
t::llt~ 01:: f3~
ffio ~~ zi=
:~~ i=~ ~l5
.
.
.
l"f'ORI.\-'~r: For decks 3/-1" (19 mm) thJck or thJcker, nails must go
at jeaSl~/4" (19 mm) into the deck. Onlhinner deck.<, oails must 1(0
at least '/8" (3l mm) through the deck.
"'ails JtlU~t be 11- or 12-gauge roofing njliLs, corrosion resi.,tant,
lIith at le-ast ~''8' (9.5 mm) head." and at least).' 125 mm) long.
I.and....lal'k Tl requires nails at least II/j' long.
I
I
~
~ )....
1\ -f\-~
i ~\ //
V':~
IZ~,~
- .....
-,f
~>~
. ..
IV lI/
P :
UJUJUJ
~~U
<(~~
::)00
OOZ
U"lu..
co
~
o
o
I
N
L{)
I
I'-
~
~
L{)
~
>-
c:::
o
I-
Z
W
>
Z
-
11\
II
-
-
.-
I
~
Q)
.-
>
.......
en
Q)
s....
()
o
o
~
()
o
-
((}
co
~
~
o
--.J
en
..-11
s
o
u
~ .~
o~ t... [/)
. ~ I.J) (f') ~
]~ ~oooo
~c2 ~~~~ ~~
~ Q) ~ t... K 'm ~
ro~ ro~~~o
~~~~~~~.~
~ ~ 'S ~ t; t; -<
U C',jrJ) U 0... ~ :tl:
Vl Vl S z
~- 5 L - sa L g a: ~
~~~~~~ffi~a:o~5
~0'5<LZU.LZO~5~
O'~~o~OO~Qwo~
~~&::lI-'~a:I-'~~t5~
::(I-'<(~ -0 ff<(<(
~~~~~~~~~~~
o :; u. 0
o
o
\.0
~O
:Jv
ZVl...-tr---.,
o ....-t r-....
I-f "0 1 ......
~~~~
>(0\.01
1-fQ)(V)0'\
~OL-(V)\.O
o ~
~..cLL(V)
:E~ro...-t
~ <( Q) o.,?
Sr-$~...-t
~ -r-
it
Itt
Z
o
o
\.0
Vl
C
o
'0:;
'>
Q)
~
~
Q)
>
Ln
o
o
N
1-
(JJ
>
o
-a
c:
<(
>-1-
~z
z~
w~zz
Uooo
UJUti)
~~z~
o8~o
Zoc~c:(
0-:>0-
~:>::E
~UJUJ~
:r: CO ~ UJ
19 01- I- ::E
....... -..0
~ZOI
>- ?i ~ (J)
a.. ::E ~ ::)
O~oc~
U :) UJ a::
O-ZLL
~~
J:~
I-
H ~~. ---""'::- '- ,
~-P ::------ ..........::..~_ '.
i ~~::------ <::-:-""'--". "",
L.a. ~-"'" .......~ "'""-",-_ "'
. -~ --~-
iil~!I' - ~-..,.,
~~ ~/- --~<
~~
~
-~/
~:;:::::--_/
::-------
I
, I
I
'1
I L.;ys,;.
I Of? slr:,,/lp/es
I Q'/ea l.e/" /"0
-1 a/7c/ ,jICI'Ors 0/
~.l"::: O'd,' O'1/olh vO'/{:v
, 'jol.'1/11 C'
, al/e.i'SI f;.~OI &/8" . __
I (30S ~
, CI17~ 117171)
......:;, , <" lJ'e~ .
I ~....-?, Q's. (..'iO/11.' i::'.?S/,t/
-L I~' ~V :O'~>i-i /; /71) il'/u,: "U/o 1/1
- L. --- ..!lWlog O'S/If',o ~
_ ~ C09i?z 0/
~ _ 0'0(
... . ,.;"..... ~;;.:~~" u:'~~~;4~~I17/11}
- - -~i\ .... b-i'?J1 COr~ 'I
Ref/)O~'/ ~rt""~"''''~ !?t'r:7s/,t}'rw
.... .", .", ~9'/e
. ~..........
~~~I.~
vUI Sh ........._-~......
2" ( I~QI~~ -.................~~
baCk~ r'lf11) .......-
"a!le~ 011')
CS.ltnrl'
". ir.,
Release Tape
~ ~-~
.-=iiOi~ ~ -.; :::~~_:~\..
~""::":'_~~:i,;:,.'f'-'~:;;""~':'>'\.' \--..
";:~,.,,,,""" \'- .....5..
_~ ~a..s. ..---
\""....- Nailing Lines
---\
.--------
\:------- -----..--
----- .-- --
_______--- ... .::..:..._s.....~
.... -..
-- -- ~,-:;........
-~_---.... ...f~ea,ant Strips
QUaOjba_80t10
...rt,
rl
~
Four 'aminating adhesive strips for a stronger bond.
Figure 15.3: lnddrllck QB~.fealur!'s a u'idt'l' flail arm {md
exlra.stl"Ong Qrwdra./Jond COR\.truc[fol1 .
ro
$
E
2
Vl
UJ
~
<(
Z
Z
:)
a.
SHEET NO,
a:
oc
8
UJ
~
o
J:
U'l
::)
lJ"'l
o
o
('oj
(Q)
S8A
~r:T ~~OJSDA TE
10
1
~
a..
Ii
~
~
~~
l~\\ ~
~)..~{f;I
-II"""
z
~ l&J ~
o F ~
~~~ ~ ~
~i~ VI ~
~lj~ ~ ~
~~~ g g
~~I ~! ~
z
~~~ ~~
to.. >'0
~~o !!JW
~~~ ~~
~~B !!!J
ffiltli; 01::
:~3 ~~
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8DI-228
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DSI-222
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DDI-224
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8S1-226
cJ
z
C'4
. ~1O
e" 0
Z C'4
Cl: eX)~'9
~ ~~~~~
z x .......cn~
- o..Jl').......
e" en u...- I') ,
z ex) .- en
W q ~~.etJ
-.J a....J...
<! ex
cr:: ~ ~
e" a..
W
I-
Z
cJ
!!J
3
l&J
F
~~
~~
~I
B!!J
~F
Cil15
FINAL ANCHORING OF A WOOD FRAME UP TO 5'4 X /)'8
SINGLE: INSWING UNIT W/WO SJDE:llTES
PRODUCT ACCEPTANce No.: OS/222
FINAL ANCHORING Of ^ WOQD FRAME UP TO 5 '0 X 58
DOUBLE fNSWING UNIT
PRODUCT ACCEPTANCE No.: 00/224
FINAL AACHORING OF II WOOD F8^"'f UP TO 5'+ X 8'0
SINGLE IN$WING UNJf W/WO SlOELIITS
PRODUCT "CCEPTANCE No.: 0851226
FINAL ANCHORING OF ^ WOOD F~!,4E. UP TO 5'0 X 8'0
- DOUBLE' INSWING UNIT
PRODUCT .ACCEPTAI.JCF: No.' 0801228
---1 r8" f
~ ~@ cb
r"-."D"
-CD
f 6""1 - r18" f
I CJ); I
'DV
.
.
.
---1 t- 6" f 6"-"1 r
,. :~ <b -ifF
I" 1-0
25 1,/2". ~D' 0-
-(!) 0-
;}-~f ::11)
-(i)
6"---1 r-
(f}-
6"
"""1i
~
F@ (j)
r"'-'B'
\l)
4"TYP.
L....
rf-
14" TYP. f}-~f
t-f-
"f ~;
wmr- e-~E
"lr- w
f-f- TYP.
14" TYP.
Lf- -e--f
_ -.!.A '
II
J-
=(
I
4" -r-
r
14" VP.
..
""!:"
-1
t5> 9 1/8"
~_ I
(f) :~t:H{j
w .......,~
~
~~-1
@::-- 9 1/8"
~~:rf~J
0) -.~lD
L-
rf-
12- TYP.
~f-'
12" TYP.
~f-
12" TYP,
~f-'
12" TYP. 25 1,/2".
~!-
12" TY P. :}-+- t:
~f--
U"~' 25 1,/2".
U"TY~~ Jt:
Lf-:' -.!.A'
l 6"-1 r
1-
0=
0-
"I j6" f 6"-1
Ft) f @
1=~0 0)
l:@-B
~6"
I
4"
If-
12"rf--' ~f
12" TYP.
~f-- L
12"~~. D-I f
12" TYP.
,..tt l4f
~f-' I
12" TYP.
t-f- ~
12"TYP
L_~ f; I =~ 0 0
-~_ -...!-A' rNJ 1 T.I
.J W 1/2" 14 1/2:-) J- L
!. 4 1/:r'
o.
11\
'-'0'
<J)-
o
(j)-
J&ClM
30"
-.!A '
&.Itr!
""t:
". j:
14" TYP.
t-f-
14" TYP.
l _
Xi ,
-!.A I
"rr HINeE DErAIL
-= S//lf1M IS NT1'QO TO
HIla JNI& "If!) ~ WST
at tJU'l) ~ OF AI ~ Sf;R(W
.AHO A I (J) setIDV PVt SCREW $CHCDUlL
.L '
~\'rh
rt:E
rz~ s
.- 8
\J;::: ~ ~.~
.." ~ ~ ~ ~ ]
...- c.. B~ ,ooo~
V ~.. CJ) ~ ~~~ ~ fob<
r I }~ ~ E ~ t-- ~ 'rJj ~
.... J r ~ ~ ~RR~o
~ J ~~~ ~~~ ~'8
'po ~~'S~t;~ ~
... ,... U C"l CJ) U 0.. r.x.. ::ft:
~Ir HINGE DETAIL
.I/QJtl
~ ~~-..ac TO
HIPKit oWII" 4 vusr
K ustO ~ A 5 $t:Il(Y
~ " , 7 !iCMY ~~ SCHUMAL
0-
-(j)
=@
-CD
-<J)
-0
'1l~
f
5 1,/2"
f
~ I Sf....
5 1/2"/
,
0-
'B!--
-0)
=0
-0)
0-
0=
~ ~51/2" 'C' ~,=
&LM -f- It ~0) -
0=
0-
r'EI
-
~
L
CD-:
'B'-
I
f- S 1/2"
~r-r
e-- -f
...:.A '
l1-
=@
-rJ)
(l
@=
(j)-
'r'EI
0-f-
f-
-<V
:::@
-0
-!.A'
0-
'B!..-
30"
.
'E'"
~
~~~
.
'E""""""
~
set LOCI( IIFO....J,
INSTRVCTlONS"-' ~
-0
=0
-0
-(j) 0 -
II
-(j)
-rJ)
~=w ID
..JL
41/2'""
rJ)-
o
f..-.ffl <!J =
rJ)r I T J0~-
4 1.'~ J- Gyr t 4 1/,.-1 L
-(i) CD-
L~ :P CDr-
- W l./.-t' 1/r--! L-
~;:f f-~ cp 0,-
_ w 1/1-t' 1/1:J t-
(1"
-CD
CD-
0=
1-
-J L41/2"
f
I
I
L.
3\1'110 ~ 5/S" ~flAT HOD
4\1 110 ~ 1 aT4" P\<Il.U'S flAT HOD
sH 110 x 2" I'IJlU.J1"$ /'tilT N(,AQ
1 110 x 3" l'\~lPS flAT H(..oD
"I; [,..41Y;K DUM!.
-r LAn:H DETAiL
N~ SIOO.JT( IS ATTACHED TO
/,117CH ..w.re use 18 x 1 3 / 4 "
f"tIlUJf'S ~r HE'AO SCRt'W$
IN SlRH(t PUl'{S. N<<J I (4) ~
IHI'tKE OF I Q) fWOlI SdlEw SCHEOULL
.bIQIE:
\lIN(H ~ /$ "TT.4CHE1> TO
LATCH JJJJiJ lISt'. S x 1 3/4"
P1-Il/J..JI'$ F'UoT HC.>D ~
IH ~ Pl..A~.. /'oHO I 4 SCR(W
Nl'tXC (Y I fJ) rROU SCHEOUlL
~I
3 1110 x 5/S" fL',1 HUD
4 /110 ~ 1 3/4"Fl.A1 H.UD
5 1110 x 2" fL',1 HUoD
7 111 0 x 3" PHU.lPS fL',1 HOD
SCRE\O' SOit:IXJtL
3 10 x 5/S" F'HlWPS fUT HOD
4 10 x 1 3/4" PI1IUJPS rLAT 1-Iv.D
5 10 x 2" PH/UJPS ruT H[).D
10 x 3" PHlWPS rUT HOD
,~
lMI"-- ~~S,
5 x 1/2"1'\) F1 "'"
CCHrIft ~ ~ ~
~ su tOCC ___'9:;::-'
NN/!F~~
tj~
--1 r-' 1;2" f 4 :~~. -. ~ r- 2" TYP.
~} 0 ch <b ~
~'7' I'-. 0-
\!./ I "-, D'
SCROI SCHUJUl.(
3 10 x SIB" PHItJ.JPS ruT I-IOD
4 10 x 1 3/4" PH!l.UPS fUT Hu.D
5 10 x 2" PH!UPS FtJ,T HOD
7 10~ 3" ~ ruT HlIJ)
l'--~
~\~~
" ~,
5~~ ~~. "-
LM: ~~ ~,
~~1lfM ~
IIr/s11IUCT1OHS
"4 t-4 .I,-f, '11:---1 ~[ ~Y~2" TYP.
<b d> ~
L-
4"
,f-
12" TYP.
t-~.
12" TYP. 25 1,/2"
t-~ .. ..
12"TYP. P-L
~f-'
12" TYP. 25 1,/2"
f-~
U" TYP. ~~f;
~f-'
U" TYP. 25 1/2"
12" tp~ ~~
Lf-:. -J.A'
...
-r"
L
4':f-
r
14" f~
14" TYP.
tf-
""j:
14" r:'
I ..
14" TYP.
Lf-
tJl tJl ~ z
O~-Z::E -5::E 80::0
~5<(~~~rn~ 0126
~~::Effia:~t5a:o::zl-
~O'><::Ezu..::EZO<(~~
SSbJ~a~Oa~QWO~
~~8:~~go::~~~t3~
<(1-<(~W~OWWu..<(<(
~~~~g~~~~~~
o .... u.. 0
~~I
@:-- it TIS"
~.r,~lJ
@ - -~_fL,I
lD
~ ~d>
~
---.f-
tj
sa: lOCI( 1lf"ll..J-
JP/STI!I!m:lHS - '\
~
~
"C- LArCH DETML
UJUJUJ
o:::(9u
<{~~
::)00
~fi?Z
-- ~~
~., ................
INSWJNG THRfSHot 0
UJ
I
@ 9 liS"
~[G[2J
~ --~[t) .
0-
1-0
- --I-l~
sa: L.ixK Il'~~ ~ I
M~_ _~
"C' LATCH DETAIL
"-'D'
(!)-
o
Q)
7
~~
IN<;lWIC liiRf51-1Ot D
'C'-
1-0
'8'- (j)- 'Bt...
30"
C-l ~~
I~ THRESMDt:D
0-
(j)-
f
~ 5 1,/2"
L t
-(j)
v't'
( 'U
'>>'-
- ,
-r; 5 1/2"
r-:-r
!-0
-<D
.--c'
-8" HINCE DErA.IL
0-
'B'--
~~\)
JIjSWtHtj THR E'S HOI 0
r'E'
i:::- , I.~~
~SWlNC THRFSHOlD
e-.....f
(
~\1
INSWlNa nflf:SHa.D
(i)-
'e!....
<D-
()) (j) (J; ~
-- I.. 1/" t '1/2"-l ~
~
INS WlNG liiRfSHOLD
0-
"Er HUlCE DETAIL
r<z,
o
o
\.0
2
.- 0
::l.q-
Vll-ir--.,
" ~ r--.,
~~~
(Q~I
Q)(V)O'a
i-(V)\.O
o r;--
.cLL(V)
~ro,.-i
Q) 0.. q.>
3:~,.-i
"~
z
o
o
\.0
"f'0
~~
'", ~~~
~~ ~~ :::::
LM(~~~~
sa: LOCI( __ - ::::---.
IJAi{tJ N:. T\JAaS --.".."
~
~'A'
~,t}
~ THRE<iHOlO
-0
-
iX9{ 7
'C'...
-'C'
-<J) ...' A'
30"
"'~
K) ~~
l'--,,^ ~"-
~~'I 'J ~ ~ '-..
~~~ ~
sa:tL>CK~
l.WJVI"~t1>S
/O{$ TT>\.IC~
(~
~ ~
8IJtRlf"A "f1Irr
'I'IvMhoU
(j)
~
(~,,)
~-vv~
fVo.RR1rR rRIT
T~{uh"ld
..
(~)
~~
AARRIrR-f"Rfi:
Thruhold
~1 (j) (j) .iL ~
--l n~, .I'"t · 'I':'..l -
~L-f
-lA'
(""'~)
~ ~
AAARfrR - FRf.t:
n.....-
+~J
z
o
1-4
Vl
1-4
>
1-4
o
~
:E
~
~.
~
,~
...
...
"[T ASTRACAL PLATE
II
- U' A.STRA.CAL PLATE
Product Acceptance No: 085[,,226
Inswini (wood jamb) C onliClntion;
20 2'4 2"IS
+99 -99 .ag -8~ .34 -34
x. OXO. XO. OX
n )'0
'~8 .7\1 +70 -~o
'53.l4 64.01 .~..(,O
+78 .7\1 ~70-70
"53.34-04.01 ..~..(,O
Size: up to S'. )( 8'0
Sinale ~
WlSir.lclilt;s
stroik Glazed
IV lSi<leti fa
(DQo< <M:s ~ _ Mi..ilc lmpect)
Ted 210-2<l24,4.5.6.\O.11.l2
....
"
Product Acceptaoce No: DSI-121 .
rnsWin, (wood jlllllb) Can!lgurauon:
2'0 2'4 2'6
.SO -SO .80 .80 +80 -80
.84 -34
x. OXO. XO. OX
2'R.. . J-O
+5\:> -8U +.~o -80
+(,() ,(,0 +("'~ -<IJ
~SO -67 . +5() .~>()
+56 .(,Cl' +S" .(1.>
'89 -89
+9g -99
Size: up to 5'4 ~6'1
Mfg. by: Nan r. P1ostio I Plastpfo
livinIlS\Oll. NJ 0701?
Sinlle Opaque
W/Sidclites
Sinile 01a;..~
WiSid.:ljtcs
(Door doct not mcd MissiJlllmpact)
Test' 210-1981.210-2024
~.71
~.n
+75 .80
Lili1lpton_ \'lJ ()7()J9
WI. ~.: Nan Va P1uticll PlasttJl'O
NAN YA PLASTICS CORPORATION I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
NAN YA PLASTICS CORPORATION 1 PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
NAN YA PLASTICS CORPORATION IPLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
NAN YA PLASTICS CORPORATION IPLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
iNSWING: Opaque and Glazed
Max Door Size: 6'0" x 8'0"
INSWING: Opaque and Glazed
Max Door Size: 5'4" x S'O"
INSWING: Opaque and Glazed
Max Door Size: 6'0" x 6'S"
INSWING: Opaque and Glazed
Max Door size: 5'4" x 6' 8"
DESIGN PRESSURES
DESIGN PRESSURES
DESIGN PRESSURES
DESIGN PRESSURES
GLAZED
Door Size Pressures
2'0" x S'O" +99 -99
2'4" x S'O" +S9 -S9
2'6" x 8'0" +84 -84
2'S" x 8'0" +78 -78
3'0" x 8'0" +70 -70
GLAZED
Door Size Pressures
4'0" x: 8'0" +99-99
4'8" x S'O" +89 -S9
5'0" x: S'O" +84 -S4
5'4"xS'0" +78 -7S
6'0" x S'O" +70 -70
OPAQUE
Door Size Pressures
4'0" x S'O" +99 -99
4'8" x S'O" +89 -89
5'0" x S'O" +S4 -84
5'4" x 8'0" +78 -78
6'0" x S'O" +70 -70
OPAQUE
Door Size Pressures
2'0" It S'O" +99 -99
2'4" x S'O" +89 -89
2'6" It S'O" +84 .84
2'S"xS'O" +18 -78
3'0" It S'O" +70 -70
GLAZED
Door Size Pressu res
4'0")( 6'S" +74 -74
4'S" x 6'S" +64 -64
5'0" X 6'8" +60-60
5'4" x 6'S" +56 -56
6'0")( 6'8" +50 -50
OPAQUE
Door Size Pressures
4'0" x 6'8" +74 -82
4'S" x 6'S" +64 -70
5'0" x 6'S" +60 -66
5'4" x 6'S" +56-61
6'0" x 6'8" +50 -55
GLAZED
Doer Size Pressures
2 '0" x 6'S" +75 -80
2'4" x 6'8" +64 -77
2'6" x6'S" +60-71
2'S" x 6'8" +56 -67
)'0" x 6'S" +50 -60
OPAQUE
Drawinll 1#
99-04
99-04
99-04
99-04
99-04
Deserlotlod
SingIe
Single
Single
Single
Single
Drawldl! N
99-08
99-08
99-0S
99-08
99-0S
Descriotion
Double
Double
Double
Double
Double
Drawinll #
99-06
99-06
99-06
99-06
99-06
Draw'ID21#
99-01
99-01
99-01
99-01
99-01
Drawinll #
99-06
99-06
99-06
99-06
99.06
Descriotion
Double
Double
Double
Double
Double
Description
Single
Single
Single
Single
Single
Description
Double
Double
Double
Double
Double
Drawioll 1#
99-0S
99-0S
99-08
99-08
99-08
Drawioll! #
99-04
99-04
99-04
99-04
99-04
DescriotioD
Single
Single
Single
Single
Single
DescriDtion
Double
Double
Double
Double
Double
Draw1Dll ##
99-01
99-01
99-01
99-01
99-01
Door Size
2'0" x 6'S"
2'4" x 6'S"
2'6" x 6'S"
2'S" x 6'8"
3'0" x 6'S"
Pressure.
+80 -SO
+80 -80
+80 -80
+80 -80
+80 -80
Description
Single
Single
Single
Single
Single
co
~
o
o
I
C\I
lC)
I
I'-
~
~
lC)
~
Vl
c:
o
'in
'5
Q)
0:::
Single w/sl
Single wlsl
5'4" x S'O" +53 .64 99-04
6'0" x 8'0" +50 -60 99-04
Single w/sl 5'4" x S'O" +53 -64 99-01
Single w/sl 6'0" x 8'0" +50 -60 99-01
2'8" x 6'8" +50 -60 99-04
3 '0" x 6'8" +50 -60 99-04
Single w/sl
Single w/sl
99-01
99-0 I
+60 -60
+60 -60
2'8".x 6'8"
3'O"x:6'8"
Single w/sl
Single w/sl
Configuration: X, OXO, XO, OX
Configuration: XX
Conliguratlon; XX
ConfiguratIon: X. OXO, XO, OX
~
CJ) ~
TESTS
TESTS
TESTS
TESTS
CertifylDg Florlda EDeloeer
ud Llceos. Number
Barry Portn\1)'
P. 8. No. 1625.L_
Barry Portnoy
~No. 16258
BarTy Portn\1)'
P. B. Nu. 16258 =t
Barry ?ortnoy
p, B. No. 16258
f
a~ I. (IV
CertlfylDg florida EDglneer
and LlteMe Number
Barry Portnoy
P. B. No. 16258
Barry Portnoy
P. B. No. 162SS
Barry Portnoy
~~>'t::::. ~
P'~:~ rft!
Certlfylol florida EDpaeer
IIld LlteMe Number
Barry Portnoy
p, E. No. 16258
Barry Portnoy
P. B. No. 16.758
Barry Portnoy
P. B. No. 16258
Barry Portnoy
P::~~?tf
-
-
.-
CertifYIDg Florid. EnpDHr
Tut RrDOrt t# aDd License Number
2, 0.1987-I,Z~ " Barry Portnoy
2:0-2024- 't,;) r. P. R. No. 16258
210-1987.L z.J, 'f Barry Portnoy
210-2024-f(, 1", ~ P. B. No. 16251
210.1987 -I,l.}, Y Barry Portnoy
2.10'2024--~t:t P. B. No. 16258 if
210.1987-1,l,1't DarryPortnoy
210-2024~..J?,kNO.1625L-
~/O'V MPf.~.
Test Loutlom
National Certified Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. florida
National Certified Testing Lab
Orlando. Florida
Test Date
04/01/1998
Test ReDOrt /I
210-2024-
10,11.12
210-2024-
10.11.12
210-2024.
10.11.12
210-2024-
10.11.12
Test Date
04/0111998
Test RrDOrt /I
210-2024-
4.$.6,10,11,12
210-2024-
4.'-6,10.11.12
210-2024-
4.5.6.10.11.12
210-2024-
4.5.6.10.11.12
OeKrlptloll
Uniform Slatic
Air Pressure
Forced Entry
Tut LotaClolI
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. florida
National Certified Testing Lab
Orlando. F1oc1da
National Certified Testing Lab
Orlando, Florida
OeKrlptloD
Uniform Static
AIr Pressure
Forced Entry
Test Date
10103/1991
04/0111998
10103/1997
04/0 1/199 8
10103/1997
04/0 111998
10103/1997
0410111998
T est RepOrt /I
210-1993
210-2Q24
210-1993
210-2024
210-1993
210-2024
210-1993
210.2024
Test
ASTM B-330.90
AAMA 1302,S
ASTM B283-91
ASTM 8331.96
Test Loutlom
National Certified Testing Lab
Orlando, Florida
National Certified TestiJ1g Lab
Orlando. Florida
National Certified Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando. Florida
Test
ASTM 1!-330-90
AAMA 1302.5
D~rlpCloD
Uniform Static
Air PresilW'e
Forced Entry
Tut Dale
11103/1997
04/0111998
1lI03/1997
04/0111998
11/03/1997
04/01/1998
11103/1997
04/01/1998
Test
ASTM E-3J0-90
Test Locatioll
National Certified Testing Lab
Orlando. florida
National Certified Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando, F1or1d&
National Certified Testing Lab
Orlando, Florida
DescrlPtlOIl
Uniform Static
Air Pr=e
Forced Entry
Test
ASTM E.330-90
AAMA 1302.5
ASTM E283-91
I
~
Q)
"-
>
+-'
CJ)
Q)
L.
U
>-1-
~z
zUJ
w.....~z
u@8~
~~ffi~
o8to
ZO:::E2<t
0.::>0..
~::>~
..... UJ W ~
:c to J: UJ
191-1-~
~ol-o
0::: z 6 J:
>- ~ J: (J)
Q.~~::)
o~o:::~
U:)UJ~
o.zu.
la~
J:~
I-
04/0111998
04l0l/1998
AA.\oL-\ 1302.5
0410 111998
04/01/1998
04/0 [11998
Air Infiltration
Air Infiltration
ASTM E283-91
ASTMB331.96
Air Infiltration
LJ")
o
o
N
1-
(])
>
o
"'C
C
<(
ASTM E283.91
Air Infiltntioo
04/0111998
Water
Penetration
Water
Penetration
Water
Penetration
ASTM B331.96
Water
Penetration
ASTM B33 1-96
-
-
Product AcceptanceILabel No: 080[-118
,Produet AcceplanceILabel No: D8SI.126
Product AcceptanceILabel No: OD[.22rt
ro
3:
E
2
Vl
Product AcceptancelLabel No: DSI-111
....
rl
>-
0:::
o
~
z
w
>
z
]'
].
~
UJ
O::E
O~
Z
~~
UO-
o SHEET NO,
-
CO
....
<:i
~
.;;
~
.....
1'1
.....
'"
~
~
~
'fi
::
~
.:;:
~
ca
1
~
j
~
::i
~
0:::
o
U
UJ
~
o
J:
(J)
::)
Ln
8
N
(Q>
59
co
-q-
+-'
o
-I
LAST PLOT DATE
Mar. 21. 05
-
CAULK BET\.IEEN
\.1000 BUCK S.
MAS/Y. OPENING
BY OTHERS
CAULK BET\.IEEN
DOOR FLANGE _
8. \.IoDD BUCK
PERIMETER
CAULK BY l v
OTHERS
I
~\-~
STUCCO ~
BY OTHERS
SECTION A-A
,..
&
CAULKING AT FASTENER
HOLES ~:EQUIRED
($EE ~~OTE 2).
SLIDING GLASS :::;
DOOR FRAME -,
SILL "-'
&
'Hll~4;p~:~]~ I \
<1 A <1
A
A
<)
INSTALLATION ANCHQR
Ita 'JOOD seRE\'! IJ/PLASTIC
ANCHOR n YP. "'HERE
.6. TAPPE.RS ARE NOT REQ'D.
ill SEE NOTE 22)
LlBERALL Y APPL V
CAULl<ING UNDER SILL
OR SET SILL IN BED
Of" CONCRETE (SEE NOTE 2).
SHIM AS REQUIRED (SEE NOTE 1).
..I.
~
SLIDING GLASS
l.. DOOR FRAME
HEAD
~TEMPERED
GLASS (TYP')
'"
CAULKING &
REQUIRED
(SEE NOTE 2),
~
;;:;:;
I
~ 'II /~,
112' A
A /1 t A
A
l
~
EMBEDMENT -
1-114' MIN.
L INSTALLATION ANCHOR
3/161 DIA. TAPPER
<NOTE 17>
CONCRETE OR
'- MASONRY OPENING
BY OTHERS
~
SHEA THING
BY OTHERS
SHIM AS RE'Q'D
(SEE NOTES)
CAULK BET\lEEN
DOOR FLANGE
~ SHEATHING
jf.-1
\
/\
STUCCO
DR SIDING
BY OTHERS
I lJ IlJJ
I
PERIMETER ----I
CAULK BY
OTHERS
&
CAULKING AT FASTENER
HOlES REQUIRED
(SEE NOTE 2).
....
.:<
1
8-
..
i
0.-
~
gg
.;,l
~
"-
f::l
"-
'"
>b
~
I
~
:-;l
6-
~
'i
i:
~
,.-
~
til
I
~
~
.g
~
,.-
j
SLIDING GLASS
DOOR FRAME l
SILL
&
1/4' MAX]
SHIM SPACE
,y ,
. t:> t
4
A
A
to
INSTALLATION ANCHOR
ItS 'JOOD SCREIJ \IIPLASTlC
ANCHOR HYP, "HERE
TAPPERS ARE: NOT REQ'D.
SEE NOT E 20) -
&
LIBERALLY APPLY CAULKING
UNDER SILL DR SET SILL IN
BED OF CONCRETE (SEE NOTE 2),
SH!~ AS REQUIRED <SEE NOTE D.
I, " II
1-1181 MIN.-
EMBEDMENT
SLIDING GLASc;
'- DOOR FRAME
HEAD
"'--TEMPERED
!.to GLASS
(TYP')
CAULKING &
REQUIRED
(SEE NOTE 2),
I'--- ~
-;;:=;;;
?1 ~fjT
I
4 A
~
to
\,J
MASONRY INSTALLATION
--- -----1/4' MAX. SHIM SPACE
1 1/41 MIN,
1---- -EMBEDMENT
ONE BY ''';OOD
BUCK BY OTHERS
(NOTE 11 S. 1~
&
2X4, 2X6, OR 2X8 \.IDoD---.
BY OTHERS (NOTE 6)
a
CONCRETE DR
MASONRY OPENING
BY OTHERS
.{; ~
6.
/-
~
\
\
a
CAULK BEH/EEN
HOOK STRIP S.
\.IOOD BUCK
d
- 1/41 MAX.
SHIM SPACE
~(
"" I"
INSTALLA TIoN ANCHOR --,
#8 \lOoD SCREIJ <TYP,)
(NOTE 23)
(ANCHO~S SHO~N lN SAME
PLANE tOR CLARITY ONL V,
HOOI< STRIP ANCHOR HOLES
SPACED 21 APART ON \ 1'1/8" MIN.
OPPOSITE FLANGES) 7 \ t EMBEDMENT .
(TYP'> . <1
SLIDING GLASS DOOR ~ . d . ~
HOOK STRIP 4
/n - . <1
17) \ I /':." "~~ .::: 3/4 I
...,,, ......",
!TUCCO !
\A.......'\~: 1\ BY OTHERS
"''' ~ I L SLIDING GLASS DOOR
INTERLOCK
HOOK STRIP DETAIL
IMPORTANT INFORMATION &. GENERAL NOTES
MAX,
DOOR
HEIGHT
DOOR
HEIGHT
I
/~,
! t/21A
t EMBEDMENT
~ 1-1141 MIN,
t;.
'- INSTALLATION ANCHOR
3/16' orA. TAPPER
(NOTE 15)
CONCRETE DR
- MASONRY OPENING
BY OTHERS
SECTION A-A
t
SLIDING GLASS
DOOR FRAt~E
JAMB
CAULK BET\.IEEN
~ \.IOoD BUCK ~
I ___..--- MAS'Y. OPENING
~ BY OTHERS
____ __ SHIM AS REQ'D.
~. (SEE NOTES)
rJ --" l'~~ ~:STALLATIoN ANCHOR
\ 3/161 DIA. TAPPER (NOTE
GLASS . ~ ~CAULK BET\.IEEN
~ DOOR FLANGE
~. B. \1000 BUCK
~ CONCRETE DR
I~~MASONRY OPENING
BY OTHERS
---- S,G,D. ',.;lOTH -.,...
STUCCO
BY OTHERS
u
<
III
IEMP:
(TVP')
TEMPERED GLAS7
(TYP)
,~
PERIMETER ____."".
CAULK BY---
OTHERS
Jl
~
SECTION B- B
These notes are provKied to ensure proper installation of F1<lrida Extruders Mil~tOr'le prodt.K.iS and must be followed fully.
GENERAL lNSTAlLATlON INSTRUCTIONS
AI
I
1) SHIM AS REQn. AT EACH lNSTAlLATlON ANOiOR WlTH LOAD BEARING SHIM. MAX. ALLOWABlE SHIM STACK TO BE 1/"".
LOAD BEARING SJ1IM AT SILL MUST BE PRESSURE TREATED WOOD OR PlASTlC AND MUST BE COMPlETELY ENCAPSUlATED IN
CAUWNG OR SET INTO WET CONCRETE.
2) USE SIUCONIZED ACRYLIC CAULK BEHIND DOOR FlANGE AT HEAD & JAMBS. UBERAUY APPlY SrUCONlZED ACRYUC
CAUWNG UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SIll RISER AND
CONCRETE. CAULK ALL fASTENER HOLES PRIOR TO iNSTALLING fASTENER AND AROUND HEAD AFTER INSTALLATION.
3) USE SlUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BElWEEN HOOK STRIP & BUO<
FOR POCI<ET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEAlER.
5) DOOR FRAME MATERIAL: ALUMINUM AllOY 6063.
6) lWO BY WOOD BUCK AND/OR FRAMING AT mE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSfER TIiE lOAD TO 11-IE
& MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, S€cnON 1707.4.4.2 AND 11-11: ENGINEER OF RECORD'S
DETAILS.
7) FLORIDA EXTRUDERS 1000 SERIES SUDING GlASS DOOR IS SHOWN. 11-115 PRINT AlSO APPUES to il-iE flORIDA
EXTRUDE.RS 500 AND 2000 SERIES SUDlNG GLASS DOORS.
8) WHERE "X. REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURA11ONS ARE AS USTED
ON 11-IE ANCHOR INSTALlATION CHART.
#
#
&
r.
B B
&
I
A.....J
EXTERIOR ELEVATION
2 PANEL DOOR SHOWN
(SEE NOTES 8, 9 8. 10)
tJ~
a:~
06
?jz
D::bj
~~
~~
a::~
~"\\\\\\'''~
~ j, ",.l;~~
....r..~.~
/.?~ ~'~'" \\ REV DESCRIPTION
i ~ \ B IIDIISEO NOTES I, 2. J. 6.
. 1''WJIl \ ~__ II, 12. 13, 1&, 22, 23 &:
~~.... 31 AND ADOED AND/OR
.. . ~ 'J REVISED RELATlO
~ . .. ~i"'!";'~ RUtRENCES AND/OR
· · 1 ILLUSTRATIONS. RENU~8[RED
NOTrS 6 TO 10 A"IO
REVISEO REftREN<"ES TO
Tl-IESE NOTES. REVISED
lAPPERS fOR 90XX
J-PNIlEL DOORS.
DATE INI FLORIDA EXTRUDERS I~~~~N1J~OEi4L'J~~
12118/03 RJA CERTiFiCATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA
TITLE: SLIDING GLASS DOOR 500, 1000 8. 2000
MASONRY INSTALLATION VITH NON-STRUCTURAL
BUCK AND TAPPERS
DRAWN By:BB APPROVED BY: RJA
DATE: 12/18/03 I SCALE: NTS DWG #: FLEX0021 SHEE T 1 OF 2
[SEE SJ1EET 2 r.oR CONTINUATION OF NOTES]
FRAME INSTALLATION
T\Jo BY \.1000 BY
OTHERS (NOTE 6) ~
" CI
INSTALLATION ANCHOR
1t8 \,IOOD SCREIJ <TYP.> -,
(NOTE 21>
(ANCHORS SHDVN IN SAME
PLANE fOR CLARITY ONLY.
HOOK STRIP ANCHOR HOLES
SPACED 2' APART ON
OPPOSITE FLANGES.> 1 1/81 MIN.
~~~~I~T~I~SS DOOR", ~ I \ / /\ ~~~~.~NT t
~ [j - \ /~">. ~~ 3/41 MAX,
,...... ......",
L1EATHl;
'"\( 1\ BY OTHERS
h I ~SLIDING GLASS DOOR
INTERLOCK
HOOK STRIP DETAIL
,-~AULK BET\lEEN
I HOOK STRIP ~
\.1000 BUCK
..c::::>I_
\
T\ INST ALLA nON ANCHOR
-- #8 \JOOD SCREW
<NOTE 21)
--- CAULK BET\lEEN
DOOR FLANGE
Be SHEA THING
TEMPERED '/
GLASS (TYP,) ~
11
f III
...,.Jt
u
< III
IEMP:D
<TYP.)
~!!d
GLASS
K J'
\
PERIHETER
CAULK BY
OTHERS
SHEATHING
BY OTHERS
STUCCO
OR SIDING
BY OTHERS IMPORTANT INFORMATION a GENERAL NOTES
These riOtes are provided to ensure proper Installation of Florida Extruders Milestone produc.ts and must be
followed fully.
SECTION B- B
AI
I
GENERAL INSTALLATION INSTRUCTlONS
#
#
.6. 1) SHIM AS REQ'D. AT EAa~ INSTALLATION ANCHOR wmi lOAD BfARING SHIM. MAX. ALLOWABLE SHIM STACK TO
ill BE 1/4". lOAD BEARING SHIM AT SIll MUST BE PRESSllRE TREATED WOOD OR PLASTIC AND MUST BE COMPlETELY
_, ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE.
r t 2) USE SIUCONIZED ACRYUC CAULK BEHIND DOOR FlANGE AT HEAD &. JAMBS. UBERALl Y APPLY SIUCONIZED
B B ACRYllC CAUlKING UNOlR SILL OR SET SilL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SIll
.6. RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTAlUNG FASTENER AND AROUND HEAD AFTER
ill INSTAlL\TION.
3) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SfAL AROUND EXTERIOR OF OOOR AND BEN/EEN HOOK STRIP
&. BUCK FOR POCKET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEAlED WlTIi A SMAll JOINT SEAM SEALER.
5) DOOR FRAME MATERIAL: ALUMINUM AllOY 6063.
D.. 6) TWO BY WOOD BUCK AND/OR fRAMiNG AT THE HEAD, JAMB AND HOOKSTlUP TO Be SEClJREL Y FASTENED TO
ill TRANSFER niE lOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FOC, SECTION 1707.4.4.3 AND THE
ENGlNEER OF RECORD'S DETAILS,
I
A...J
% EXTERIOR ELEVA nON
~ 2 PANEL DOOR SHOWN
(SEE NOTES 8, 9 ~ 10)
N
tJ~
a:~
gg
~~
19
i~
~,"\\,,\,\\~
~~~k,
.......... 'i.,..
'....~ t" ~. '{~
/v~". #': 'e ~
'. · 1Il
! t~'l' "... \ ~- -
.-::t.n i I ~ . ~ 1.ri1.
.." - ~ r. .,~-}'# .' J
· ...'1".-1 · .
\"~.'"". ..,.,
If ..._..~.
.~ ~.
SCALE:
APPROVED BY: RJA
HTS IDWG #: FLEXOO27 SHT 1 Of 2
[SEE SHEET 2 FOR CONTINUATION OF NOTES]
FLORIDA EXTRUDERSI~~~~N~i~O~~'J~~.
CtRnF\CATE Of" AUTI10RlZAOON NO. 92~5 SANFORD. FLORIDA
TITLE: SLIDING GLASS DOOR 500) 1000 8< 2000
FRAME INST ALLA TION VlITH #8 SCREVlS
REV DESCRIPTION DATE INI
B ~~ ..NO~"S...Jo ~e. 11, 12118/03 RJA
!\NO lOR REViSEO RElA TEl)
FlEJl:RE1oICE! !\NO/OR
ILLliSTAATlONS. .-.botO NOTt
20 ANO RElATEO
IlllJSTAATlOSS. RENUM8EREO
NOitS a TO 10 4: :U TO 29
!\NO RtVI$to REfLRDo!CES TO
1llt:SE NOit$. REVl5tD
TAf>f>ffiS fOR 9OlO( 3-f'/Ml.
DoeRS.
DRAWN BY: BB
DATE: 12/18/03
~~
,<~ ~
~\ r7
~)..~tI
--I"'"
o
z
o ~lO
Z ..,.~
~ ~~??
w lO~8(7)n
W....n(7):gtQ
Z x - 00
o g li~n- .
z oo....m
W q ~~~LJ
0.3 ..
...J ~ ><
~ ~~
o a.
W
I-
Z
(I i '\
3 L.J
~ ~
~~~ ~
~i~ V)
;>,~~ ~ I
lX~~ 0
~a.i ;~
~8~ ~~ ~
....~L.J 00 ~~
~~~ j~ ~~
~~\5 !as ~()
~c~ ()~ I
Boze z OD:
fJ ~!Q ~o
ffi~t; 01:: S!!!
~~3 ~~ ~:
10
!
l.j
a.
Ii
~
INSTALLATION ANCHOR INSTALLATION ANCHOR
3/161 DIA. TAPPER :lt8 \.1000 SCREIJ (TYP, \.IHERE
<NOTE 17) TAPPERS ARE NOT
CONCRETE OR ONE BY ''''ODD REQ'D. - NOTE 22)
MASONRY OPENING,- BUCK BY OTHERS
BY OTHERSl ! (NOTE 11 8. 12)
SHIM AS / I &
~~?t;;t's:7 i j .~
If " 1 1/41 MIN,
EMBEDMENT
t> .
-- r-__~ -1
-- !--., - -
z
~
~
~
u
~
.
. .
).. ,
~\rA
1I
~.L,
-
~~~
....
V r'" ~
L.L. " J
'" ;
... ~
www
~t9U
<{~~
::>00
5S~z
co
~
o
o
I
N
lC)
I
t'--
~
~
lC)
~
>-
0:::
o
I-
Z
W
>
Z
-
s
o
U
0\ U
o In .S
0\ t"-.. t/l
.9 In ~ ~
"'d "'d ~ >..
E r::l .000 ~.
~a ~~~ fo~
J:l ~ J:l t--. ~ 'iil ~
r::l~ r::l~O\~o
~~~ ~~~"'d~.~
~ ~'S ~ t; t; ~
ONUJOo...~ :ff:
tJ') tJ') ~ ~
-z -z 0:::0
~~g~~g~ 8126
~gHffift~ffia:o:::~~~
::>O'x::!!:zu-::!!:zO<(::>a.
0'tJ')~-o~Oo~nW8a.
tJ')Wa. w ~ ::!!: <(
:j~o..::::H~90:::~~c-:i~-1
<(~<(c-:iw~o~wwu- =:(
Q1i!w~::> ~::!!:~Rb~
It<(> oz r-Zo:::
0_0
II
~
~
(/)
-
-
.-
I
~
(])
.-
>
+-'
(/)
(])
'-
o
w
o~
o~
~
~a..
U
o
-
a.l
co
~
+-'
o
.....J
o
o
\.0
2
.- 0
Z::l~
(f)Mr-....
o . M r-....
"'""'4-a'N
(f)>O"\LI)
"'""'4> as 0 I
\.00"\
:~ "'""'4 (]J CV) \.0
':: 0 oL- CV) r-....
'" <( - I
~. 0.. ..c LL CV)
;: "-"" II CO M
~} ..::::... U') a. CO
.~ ~ (]J E ~
~r-$co
.~
Z
o
o
\.0
(/)
c
o
'Vi
'>
~
l..()
o
0-
Nro
L.$
Q) E
> Q)
O+-'
-o(f)
c:
<(
>-1-
~z
z~
w.....zz
ufi380
~~z~
o8~o
zg:~~
~~:5:~
:r: UJ UJ I-
caj!:w
(.91- ~
~~ 0 5 0
~ZOI
>- ?i: I V)
a.:?:~~
O~o::O
U :) LU a::
a.zLL
IJ')Z
.....q:
I:?:
I-
INSTALLATION ANCHOR ---- DOOR \";IDTH -- Fl/41 MAX. SHIM SPACE
#8 \JOOD SCRE'''; 1-1/8 MIN.
(NOTE 21> ---EMBEDMENT
I T\.Io BY \.IoOD SLIDING GLASS
DOOR FRAME \
~~OTorgs JAMB \ \ ! ~ ~~~~~E~DOD
k= ,,' (NOTE 6>
^ ~ 1/41 MAX. ~ ~
1 \ SH1M SPACE /
__ -t.l/---- SHIM AS REQ'D,
V (SEE NOlES)
~
0.:
~
5111
lI'l
o
o
("oj
@
SHEET NO.
LAST PLOT DATE
Mar. 21, 05
110
~~ 0
(5 !.
~ t.J Z
,~~~ W ~ ~ ~
~~~~ ~~8 ~ ~
() ~i~ II) ~ i
z ~~a ~ .1
-
<5 NIO U
~~ ~~~ ~~ ~ !a
Z c:o~~o 3
(:k: 0) 81
W ~~O)~~
W Z 5,
O)N ~~~ ~~ u.~
Z x ........ c:o
" g ~~'j;) . ?i:~~ ~S ~~
Z c:o....m
. ~~eLJ
w o .. ~~~ ~~ 01
a: ..
..J D
ex z8 !!a ~o
~ ~~
" 11. m~~ ot: S!!2
W o !!2~ ~p
~ :~:S ~~ ii'l~
Z
- . . .
PRODUCT APPROVAL SPECIFICATION SHEET
As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the
building components listed below if they will be utilized on the construction project for which you are applying for a bUilding permit. We
recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products.
Cat~gorv/Subcateaorv
1. EXTE~IOR DOORS
A SWINGING
8 SLIDING
C. SECTIONAL
D, OTHER
2. WINDOWS
A. SINGLE HUNG
B. HORIZONTAL SLIDER
C. FIXED
D. MULLION
Manufacturer
Plastpro Inc.l Nanva Plastics
Jeld-Wen
Kinco
BetterBilt (MI Home Prod.)
Fla. Extruders (Milestone)
General Aluminum
Clopay Buildinq Products
Kinco
BetterBilt
Fla. Extruders
General Aluminum
Kinco
BetterBilt
Fla, Extruders (Milestone)
General Aluminum
Kinco
BetterBilt
Fla. Extruders (Milestone)
General Aluminum
Kinco
Better8ilt
Fla. Extruders (Milestone)u
General Aluminum
3. PANEL WALL
A. SIDING
B. SOFFITS Kavcan Ltd.
Cameron Ashlev Buildino
C. WALL LOUVER
D. GLASS BLOCK PittSburgh Comino Com.
E. OTHER
4. ROOFING PRODUCTS
A ASPHALT SHINGLES Certain Teed Corporation
B. UNDERLAYMENTS
C. ROOFING FASTENERS
D. ROOF VENTILATORS Air-Vent Inc.
E. ROOFING TILES
F. MODIFIED BITUMEN Certain Teed Corp.-Roofino
G. SINGLE PLY ROOF
SYSTEMS
H. CEM ENTS-AOHESIVES
COATINGS
I. ROOF TILE ADHESIVE
J. OTHER
5. SHUTTERS
A. STORM PANELS
B. COLONIAL
C. ROLL-UP
D. OTHERS
6. SKYLIGHTS
A. SKYLIGHT
B. OTHER
7. STRUCTURAL
COMPONENTS
A WOOD CONNECTORS/ Simpson Strong-Tie
ANCHORS
USP Structura I Conn.
B. TRUSS PLATES MiTek Industries, Inc.
C. ENGINEERED LUMBER Boise Enq Wood Prod.
o RAILING
E. CONCRETE
ADM IXTURES
F. MATERIAL
G,OTHER
...
,:;
J
&.
-"
i
'"
N
VI
~
.;,l
~
"-
~
"-
'"
:>b
~
"':l
i
---
~
~
J
~
~
1
~
~
1
---
:j
8. NEWEXTERIOR
ENVELOPE PRODUCTS
A
B.
FECP Core, (Cast-Crete)
~I\
i^- ~,
~t-~
VE
z.
-
-
U~~
..' <(
....
V r~.....~
1.1." J
,.., \
~ ...
Product Descriotion
Simpson & USP Cross Over Chart with Florida
Product Approval Numbers
S' Pdt Florida Product USP Product Florida Product
Impson ro uc A I Product Description Approval
pprova Number
Numb~r Number
Number
A34 FL474 Framinq Anchor MP34 FL570
ABU44 FL474 Adiustable Post Base PAU44 F L569
CS22 FL 1901 Coil Strap Tie RS300 FL822
H3 FL474 Hurricane Tie
H10 FL474 Hurricane Tie RT16 FL565
H2.5 FL474 Hurricane Tie RT7 FL565
H6 FL474 Hurricane Tie LFT A6 FL820
HCP2 FL474 Hip Corner Plate Connector HHCP2 FL817
HDQ8-SDS3 FL474 Holddown UPHD8 FL817
HET A 16 FL 1901 Embedded Truss Anchor HT A 16 FL821
HET A20 FL 1901 Embedded Truss Anchor HTA20 FL821
HGUS210-2 FL474 Truss Hanner THOH210~2 FL821
HHETA40 FL 1901 Embedded Truss Anchor
HSUR/L410 FL503 Heavy Skewed U Hanqer
HTS16 FL538 Heavy Truss Strap HTW16 FL820
HTS20 FL538 Heavy Truss Strap HTVV20 FL820
HTT16 FL503 HDfTension Tie HTT16 FL821
HTT22 FL503 HDfTension Tie HTT22 FL821
HUS26 FL474 Heavy Joist Hanaer HUS26 F L818
HUS28 FL474 Heavy Joist Hanaer HUS28 FL818
HUS410 FL474 Joist Hanger HUS410 FL821
HUS412 FL474 Joist Hanqer HUS412 FL821
HUSC410 FL474 Joist Hanqer
HUSC412 FL474 Joist Hanger
ITT FL474 TF I-Joist Hanaer THO FL815
IUT FL474 I-Joist Hanqer THF FL815
LGT2 FL1423 Light Girder Tiedown LUGT2 FL568
LSSU21 0-2 FL474 Slopable/Skewable Hanaer LSSH31 F L816
LSSU28 FL474 Slopable/Skewable Hanaer
LST A 12 FL 1901 Strap Tie LST A 12 FL816
LSTA18 FL 1901 Strap Tie LST A 18 FL816
LST A30 FL 1901 Strap Tie LST A30 FL816
LSTA36 FL 1901 Strap Tie LST A36 FL816
L TS12 FL474 Twist Strap LTW12 FL820
L TS16 FL474 Twist Strap LTW16 FL820
L TS18 FL474 Twist Strap LTW18 F L820
LTS20 FL474 Twist Strap L TW20 FL820
L TT19 FL474 Tension Tie LTS19 FL822
LTT208 FL474 Tension Tie L TS20B F L822
LUS26 FL47 Joist Hanger JUS26 FL821
LUS414 FL474 Joist Hanqer JUS414 FL821
M BHA3.56/11.88 FL538 Masonry Beam Hanqer NFM35X1178U FL578
META22 F1901 Embedded Truss Anchor HTA24-18 FL859
MGT FL1423 Medium Girder Tiedown
M ST 48 FL 1901 Strap Tie KST248 FL822
MST60 FL 1901 Strap Tie KST260 FL822
MSTAM36 FL 1901 Strap Tie for Masonry
MTS12 FL474 Twist Strap MTW12 FL820
MTS16 FL474 Twist Strap M TW16 FL820
MTS18 FL474 Twist Strap MTW18 FL820
MTS20 FL474 Twist Stra p MTW20 FL820
MTS30 FL474 Twist Strap MT'N30 F L820
MTT28B FL503 Tension Tie MTS278 F L822
PA51 FL474 Foundation Strao TA51 FL816
SDS 1/4x2 112 FL1463 Strong Drive Screw
SDS 1/4x4112 FL1463 Strong Drive Screw
SDS 1/4x6 FL1463 Strong Drive Screw
SP1 FL474 Stud Plate Tie SPT22 FL817
SP2 FL474 Stud Plate Tie SPT24 FL817
SP4 FL474 Stud Plate Tie SPT4 FL821
U24 FL1218 Face Mount Joist Hamer
Set Pac 10 FL402.3 Expoy
HD Titen FL2304.2 Titen Anchor
UJUJUJ
~(,9u
~~~
::)00
SSf2Z
!APProval Number(s)
Distintion Flbrealass Entry Doors
Exterior Doors
FL1321
FL498, 539
Mk 213/415, Mk 2/3/4/5 HP, Mk 2(3/4/5 XHP
420, 470/452, 4/0HP/452HP
Series 500/100012000
420/430/440
FL126
FL561
FL45
FL264
Residential WindCode Doors
FL542
Mk 40/50, Mk 40/50 HP
165, 165/3000, 740/3740, 3240/4250HP
Series 1000/1500/2000
FL123
FL663
FL42
1100/1140/1440/1450/1540/1550/1570/1900/
194011970
FL254,1698
RW HP, RW XHP, RW4-XHP
168/3168,680
Series 1000
1180/1480/1580/1590/1980/1990
FL124
FL6/0
FL43
FL256, 1700
Mk 40/50 PIY/CT, TWPW/CT
165/3000,740/3740, 3240/4250HP, 680
Series 1000/2000
11 OOTDU11 001450TDU1450/1550/1570/19001
1970/5000/5300/5350
FL125
FL676
FL44
FL255,263, 1697
M03-04A, M02-03A, M96-08C
FL957
FE5r09/571 0/5711 /571215713/5714/5718
FL974
F E5700/5701/5 (02/5703J5 (0415705/5717
1100f1900/1970
FL1252
0605/0606/9500/9510 Aluminum Soffit
41550/45102145102N Aluminum Soffit
FL1965
FL406
Glass Unit Masonry installed wlMortar
FL1363
CT20 (and AR), Landmark 30/40 (and AR),
XT25 (and AR), XT30 (and AR)
FL250
CRV Aluminum Ridge Vent
NOA No. 03-093008
Modified Bitumen Roof System
FL479
see chart
00
~
o
o
I
N
LO
I
I'--
~
~
LO
~
see chart
Truss Plates
Versa-Lam SP
Wood I-Joists ALLJOIST
FL2197
FL1644
F L 1645
Hiqh Strenqth Concrete lintels
FL 158
APPLICANT SIGNATURE
>-
a::
o
~
z
w
>
z
The products listed below did not demonstrate product approval at plan review. I understand that at the time of
inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the
product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy
of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed
if approval cannot be demonstrated during inspection.
DATE
-
s
o
U
0'\ U
o l1) .~
o 0'\ t--. (/'J
.... l1) ('I') ~
]~ ~ooob
\J)O ~~~;!.3('1')
'"' ~ r-;- 't 0;" bDO"I
2:/ 0) 2:/ ~ r;... 'vJ ~
t>:l~ t>:lr;...~~o
~~~~~~~~
U~~U~~~:jt:
III III ~ Z
-z -z ~o
~O~ 9 8 t=
~~~~tn~~IIl~ 026
~ ~t5a::~ma::~z~::l
::I ><~zu.~zo~::Io..
O'IIl~O~OO~o-woo..
IIlWo.. W ~ ~u~
-l~a..::J~O~I-~~U-l
~I-~~ ....ow u.~~
Q~w~f3~~gWRb~
~~> o~ r-Z~
0.... 0
-
~
OJ
CJ)>
-
-
.-
I
~
Q)
.-
>
.......
CJ)
Q)
s-
O
o
o
\.0
(]J
::!o
::lv
Z(/),-i('-.,.
o .,-i ('-.,.
~"'O'N
(/)>O\U)
~(QOI
2: \.00\
",(]JM\.O
:;L-IL..,M('-.,.
:<(0- I
a.J::LLM
:Ellro,-i
<( U') 0.. '?
,r-~~,-i
~ .1-
~I Z
o
o
\.0
VI
C
o
'Vi
'S;
~
Lt)
o
0-
Nro
L.$
~ ~
O+-'
-o(/)
C
<(
>-f-
~Z
W
ZVl
w......zz
UOOO
wUlJ)
~uz~
~6~o
O~~<(
20.:>0-
W:>::E:
~~w<(
J:~F=~
(.9 f- f- ::E:
~o::>o
O:::ZOI
>-~F=~
0.. ::E: ~ ::E:
Oz~o
U:)wLt
o.ZLL
~~
:J:~
f-
w
O~
O~
:5
~a..
() SHEET NO. &
:5121
~ LAST PLOT DA TE ~
....... M or. 2', 05
o
.....J
~, ~;)