HomeMy WebLinkAboutBIN B-4 PERMIT 4315
TERMITE SPECIFICATIONS:
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)
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DiSCHARGE AT LEAST 1'-0"
AWAY FROM BUiLDING SIDE WALKS.(FBC 1503.4.4)
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)
4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL
COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 iNCHES,
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)
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)
8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAII\FALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT is
REQUIRED.(FBC 1816.1.4)
9, CONCRETE OVERPOUR AND MORTAR ALOI\G THE FOUNDATION PERIMETER MUST BE
REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816,1.5)
10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS,(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-COI'<STRUCTION TREATMENT.(FBC 1816.1.7)
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 DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. "(FBC 1816.1.7)
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,
TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL,
(FBC 2303.1.3)
15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303,1.4)
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A.B.
Abv.
A/C
Adj.
A,F.F.
A,H,U.
ALT.
B.C.
B.F.
Bk Sh
Bm.
BOT.
B.P.
Brg.
Cir.
Clg.
Col.
Compo
C.T.
D
Dec.
Ded,
Dbl.
Dia.
Disp.
Dist.
D.S.
D.V.
DW.
Ea.
E.W,
Elec.
Elev.
Ext.
Exp.
ABBREVIA TIONS
Anchor Bolt
Above
Air-Conditioner
Adjustable
Above Finished Floor
Air Handler Unit
Alternate
Base Cabinet
Bifold Door
Book Shelf
Beam
Bottom
Bypass door
Bearing
Circle
Ceiling
Column
A/C Compressor
Ceramic Tile
Dryer
Decorative
Dedicated Outlet
Double
Diameter
Disposal
Distance
Drawer Stack
Dryer Vent
Dishwasher
Each
Each Way
Electrical
Elevation
Exterior
Expansion
F.B.C.
Fin. Fir.
F.G.
Fir.
Fdn.
Fir. Sys,
F,PI.
Ft.
Ftg.
FX
Galv.
G.C.
G.F,I.
G.T.
Hdr.
Hgt.
HB
Int.
K/Wall
K.S.
Laun.
Lav,
L.F.
L.T.
Mas.
Max
M.C,
Mfgr.
Micro.
Min
M.L,
Mir.
Mono
N.T.S.
Florida Bldg. Code
Finished Floor
Fixed Glass
Floor
Foundation
Floor System
Fireplace
Foot / Feet
Footing
Fixed
Galvanized
General Contractor
Ground Fault Interrupter
Girder Truss
Header
Height
Hose Bibb
Interior
Kneewall
Knee Space
Laundry
Lavatory
Linear Ft.
Laundry Tub
Masonry
Maximum
Medicine Cabinet
Manufacturer
Microwave
Minimum
Microlam
Mirror
Monolithic
Not to Scale
Opn'g.
Opt.
Pc.
Ped.
P.L.
PLF
PIt. Ht.
Pit Sh.
PSF
P.T.
Pwd.
Rad.
Ref.
Req'd.
Rm.
Rnd.
R/SH
SD.
S,F.
Sh.
SHT
S,L.
S.P,F.
Sq.
S.Y,P.
Temp.
Thik'n.
T.O,B.
T.O,M.
T.O,P,
Trans.
Typ.
UCL
UNO.
VB
Vert.
V,L.
VTR
W
WI
W/C
W.A.
Wd
WP
MASTER REVISIONS
DATE
DESCRIPTION
Opening
Optional
Piece
Pedestal
Parallam
Pounds per linear foot
Plate Height
Plant Shelf
Pounds per square foot
Pressure Treated
Powder Room
Radius
Refrigerator
Required
Room
Round
Rod and Shelf
Smoke Detector
Square Ft.
Shelves
Sheet
Side Lights
Spruce Pine Fir
Square
Southern Yellow Pine
Tempered
Th icken
Top of Block
Top of Masonry
Top of Plate
Transom Window
Typical
Under Cabinet Lighting
Unless Noted Otherwise
Vanity Base
Vertical
Versalam
Vent through Roof
Washer
With
Water Closet
Wedge Anchor
Wood
Water Proof
STRUCTURAL NOTES:
STRUCTURAL DESIGN CRITERIA
FOUNDATIONS
3. ANY WOOD FRAME iNTERIOR BEARING WALL STUDS THAT
HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA.
SHALL HAVE STUD PROTECTION
SHIELDS FOR ALL HOLES OVER 1" IN DIA.
FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WiTH
SIMPSON HSS2 STUD SHOES,TYP., U.N.O.
CODES:
FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REViSIONS
BUiLDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02)
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION
APA PLYWOOD DESIGN SPECIFICATION
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 BUILDI~G
INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE
EXPOSED AND A STRING STRETCHED 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 3000 PSI, A SLUMP OF 6"
PLUS OR MINUS 1", AI\D 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 PROVI DED
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
11/2" TO FORM
WOOD FRAMING INSPECTION
LIVE LOADS:
ROOF
RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED
BALCONIES
ST Al RS
LIGHT PARTITIONS (DEAD LOAD), U.N.O.
WIND LOADS BASED ON FBC, SECTION 1606,2.
WII\D VELOCITY: 123 M.P.H., USE FACTOR: 1.0
20 PSF (REDUCIBLE)
40 PSF
40 PSF
40 PSF
20 PSF
10 PSF ATTIC l.L.
ALL PLUMBING, ELECTRICAL, AND MECHANICAL
ROUGH-INS MUST BE COMPLETE, I~SPECTED
AND APPROVED BEFORE REQUESTING FRAMING
INSPECTION,
PREFABRICATED WOOD TRUSSES
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 FOLLOWING
DESIGN LOADS:
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. SUBMITTALS 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
SUBMITTAL 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.
WIND lOADS:
(F.B.C.)
CONCRETE
STRENGTH
@ 28 DAYS
ALL CONCRETE UNLESS OTHERWISE INDICATED
PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY
(DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
3000 PSI
3000 PSI
REINFORCING:
WELDED WIRE FABRIC SHALL CONFORM TO
ALL REINFORCING BARS
ALL STIRRUPS AND TIES
ASTM A185
ASTM A615-40 40,000 PSI
ASTM A615-40 40,000 PSI
CONCRETE
MASONRY
UNITS:
ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI
MORTAR TYPE "S" 1800 PSI
CONCRETE GROUT 3000 PSI
CO,'HINUOUS MASONRY INSPECTION is REQUIRED DURING CONSTRUCTION
ALL STRUCTURAL AI\D 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, ETC. UNO.
~O. 2 SOUTHERN YELLOW PINE (19% M.C.)
ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB
FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24)
WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB
VERSA LAM BEAM Fb = 2900 PSI (2.0E)
WOOD COLS. PARALLAM 2.0E U,N,O.
DESIGN LOADS:
TOP CHORD LIVE LOAD: 20 PSF
TOP CHORD DEAD LOAD: 10 PSF
STRUCTURAL
STEel:
REINFORCING STEEL
ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS
FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615
REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-
CAST CONCRETE PADS, TOP REINFORCING SHALL BE
POSITIVELY SUPPORTED BY TEMPORARY STRINGERS.
DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED
IN PLACE BY USiNG ADDITIONAL CROSS- REINFORCING TIED
TO FOOTING REINFORCING, SPLICES IN REINFORCI,'\G WHERE
PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS
OTHERWISE INDICATED ON THE DRAWINGS:
FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER IS MORE.
FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHiCHEVER is MORE.
TEMPERATURE REII\FORCING: 20 DIA, OR 1'-0" MIN., WHICHEVER is MORE,
WELDED WIRE MESH: 8" LAP
WOOD FRAMING:
WOOD ROOF
TRUSSES:
BOTTOM CHORD DEAD LOAD:
10 PSF
40 PSF
10 PSF
BOTTOM CHORD ATTIC LIVE LOAD:
SEE DRAWINGS FOR SPECIAL CONCENTRATED lOADS. DESIGN
FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING
A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL
DEAD lOAD.
DESIGN LOADS:
DEAD LOAD:
LIVE LOAD:
TOTAL:
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 ( f'm = 1500 PSI)
2. MORTAR SHALL BE TYPE "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 BOTTOM 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, U,'\LESS OTHERWISE NOTED ON THE DRAWINGS
7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC
SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO
PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF FELT
PAPER AS A STOP is PROHIBITED.
UPLIFT CONNECTORS
1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS
ANCHORS AI\D 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.
WOOD FLOOR
TRUSSES:
15 PSF
50 PSF
65 PSF
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 E~GINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
SOIL BEARING
VALUE:
BUILDING DATA
CONSTRUCTION TYPE - TYPE VI UNPROTECTED
(SECTION 608 - FBC 2001)
MEAN ROOF 15 n. HIGH
TYPICAL FOR SINGLE HOMES.
WIND SPEED 123 MPH (3 SEC. GUST)
WIND IMPORTANCE FACTOR - (Iw) = 1.0
WIND EXPOSURE - "B" (FBC 1606.1.8)
INTERNAL PRESSURE COEFFICIENT = +i- 0.55 (PARTIALLY
ENCLOSED BLDG)
WOOD CONSTRUCTION
1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", LATEST EDITION.
2, ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR
WALLS AND MISC. 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.
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
WINDOWS AND DOORS
123 MPH + 38 PSF 1- 40 PSF
GARAGE DOORS (V = 123 MPH)
SINGLE 9x7 +37.0 PSF I -40.0 PSF
DOUBLE 16x7 +37.0 PSF / -41.0 PSF
SEE FLOOR PLAN FOR ACTUAL PRESSURES
ALL WORK SHALL COMPLY WlTH ALL
PREVAILING CODES, FLORIDABUlLDil':O
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
ENGINEERED PLANS
ON FILE
REVIEWED
MAY 1 02005
~i5wr
BRISTOL GRANDE 2003
GENERAL NOTES:
THE FOLLOWING TECHINCAL CODES
SHALL APPLY:
2001 FLORIDA BUILDING CODE,
WITH 2003 REVISIONS
PLUMBIr-..G , MECHANICAL, FUEL GAS,
ENERGY EFFICIENCY, ACCESSIBILITY,
AND NFPA 70-02 NATIONAL ELECTRICAL CODES
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 WATER L1I\E PLUMBING
TO BE PVPC
VTR LOCATIONS ARE APPROXIMATE
AND MAY CHANGE DUE TO JOBSITE
CONDITIONS
THE FOLLOWING SHALL COMPLY
WITH THE 2001 FBC,
o PORCHES AND BALCONIES
SECTION 1014
o HANDRAILS - SECTION 1007.5
o GUARDRAILS - SECTION 1015, 1019.9
o STAIRS - SECTION 1007
o CHIMI\EY & FIREPLACE
SECTION 2804-2806 (MFGR)
SECTION 2113-2114 (MAS)
o EGRESS WINDOWS
SECTION 1005.4
5, ALL OPENIr-..GS SHALL COMPLY WITH
2001 FBC WIND LOADS AS STATED
BELOW. ATTACHMENTS OF WINDOWS,
DOORS, SLIDING GLASS DOORS
AI\D O.H. GARAGE DOORS ARE TO DELEGATED
THE MANUFACTURER OF THESE ITEMS. THE
MANUFACTURER OF THESE ITEMS
SHALL SUBMIT ATTACHMENTS FOR
SITE INSTALLATION.
SEE ATTACHED SPECIFICATION SHEETS FOR
MANUFACTURERS DESIGN CRITERIA AND
INSTALLATION METHODS FOR WINDOWS,
DOORS, SLIDING GLASS DOORS, OVERHEAD
GARAGE DOORS, AND ROOFING.
6, ALL DOORS INTERIOR & EXTERIOR ARE
6'-8" UNLESS OTHERWISE NOTED
ALL SHOWER ENCLOSURES TO BE
TEMPERED GLASS
7. ALL WINDOWS WITHIN 24" OF DOORS
(INTERIOR & EXTERIOR) AND WITHIN
18" OF FLR TO BE TEMPERED GLASS,
(SECTION 2405.2)
INDEX OF DRAWINGS
SHT NO:
TITLE
1
2
3
4
5
6
S-1
S-2
S-3
S-4
S-5
S-6
S-7
COVER SHEET
FLOOR PLAN
FOUNDATION PLAN
ELECTRICAL PLAN
ELEVATIONS
TRUSS LAYOUT
MASONRY DETAILS
LINTEL PLAN AND DETAILS
DETAILS
DETAILS
DET AI LS
DETAILS
STRUC. NOTES &
HANGER INFORMATION
DET AI LS
DOOR DETAILS
ROOFING DETAILS
ROOFING DETAILS
GARAGE DETAILS
DETAILS
PRODUCT APPROVAL
WINDOW DETAILS
SGD DETAILS
DETAILS
DETAILS
DETAILS
S-8
S-9
S-10
S-10A
S-11
S-12
S-13
S-14
S-15
S-16
S-17
S-18
NOTICE TO BUILDER
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 CLARIFICATION..STOP..AND CALL
THE DESIGNER LISTED IN THIS TITLE PAGE. IT
IS THE RESPONSIBILITY 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.
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COV.LANAI 115
TOTAL 2,284 S.F.
REFER TO SHEET S-9 FOR
OPENING SCHEDULE
CONNECTOR TAKEOFF
BRISTOL GRANDE 2003
QUANTITY
14
10
22
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1. SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT USF
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3. SEE TRUSS MANUFACTURER FOR ALL TRUSS TO TRUSS
CONNECTIONS.
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STEMWALL
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FOOTING DIMENSION
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NUMBER/SIZE OF BARS
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24"
* NOTE:
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LAT.
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127.2#
6'-8"
210#
4'-0"
374#
2'-0"
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ELECTRICAL LEGEND
$
$2
$3
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$DM DIMMER SWITCH
FIN. FLR.
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1____________1 FLUORESCENT LIGHTING
, nun un, TRACK LIGHTING
SINGLE POLE SWITCH
DOUBLE POLE SWITCH
THREE-WAY SWITCH
FOUR-WAY SWITCH
CEILING FIXTURE
CEILING FAN
SCOUNCE ( WALL MOUNTED)
FIXTURE
110 VOLT DUPLEX OUTLET
110 VOLT SPLIT SWITCHED OUTLET
GROUND FAULT INTERRUPT
WATER PROOF W/ GROUND FAULT
220 VOLT OUTLET
SPECIAL SERVICES OUTLET
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T.V. CABLE OUTLET
TELEPHONE CABLE OUTLET
RECESSED LIGHTING
PREWIRE SPEAKER
.JUNCTION BOX
THERMOSTAT
LOW VOLTAGE LIGHTING
INTERCOM SYSTEM
GARAGE DOOR PUSH BUTTON
WATER PROOF
RECESSED LIGHTING
BATH FAN
BATH FAN WI LIGHT
NOTE6:
UNLESS OTHERWiSE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR
TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL)
KITCH EN
BATHROOM
LAUNDRY ROOM
EXTERIOR WATERPROOF
GARAGE GENERAL PURPOSE
RANGE
44" AFF
39" AFF
36" AFF
12" AFF
42" AFF
2" AFF
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE.
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 II'<STALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES.
5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH
FLORIDA BUILDING CODE, SECTION 905,2
6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING
UNIT BEDROOMS PER NEC, SECTION 210-12
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. ;p....
...' .,,'
": : ,'~",
, '... ,
, . .......
, , ~.. ..... .
.. ~ . '"..
'.
~ . .. ~ ...
, ~.. .....
, '.
, ., ,
:0.
o 0
8F16-1B/l T
~
'9'~'
... ~".....'
.... . '.....
... ., "
, I ~ "
~ . .. ~ "
, , ~.. ..... '
.. ~ . ......
'.
~ . .. ~ ...
... .. ~' ..... '
..~ . ..' ':. ..
... . .. ~ ~
, ~" .~
... . '~
':0. .
.
o 0
8F20-1B-2T
@
. :0"
... ' ~ .......
..~ . '"..
... . , .. ,
.. I... ,
... . ....."
... ' ~' ..... .
.. ~ ' . ~ ..
'.
" . ........
~ ' ~.. .~ .
..... . ."..
" ""
.. . ~ ,
... . ...... ~
.. ~.. .., ,
.. ~ . . ~ ..
: ;". .
" ' ~.. ..... .
..~ . .~..
... .",
, . ~ ..
~ . ......'
, ~.. ..... .
lo.... . '".
-.
" , lo.......
.. ~' lo.... .
..... . . ~ ..
... .,..,
, I... ,
" . .... ~
.......'.... .
lo.... . . ~ .
'.
.... , lo.......
, '.
...~. .;
... ..."
'.
. ..lo....
o 0
8RF40 OB/l T
@
7.5/8"ACTLAL
8" ~O~IML WDTH
MATERIALS
1. f'c precast lintels = 3500 psi.
2. f'c prestressed lintels = 6000 psi.
3. grouted per ASTM C476 f'g = 3000 psi w/
maximum 3/8" aggregate and 8" to 11" slump.
4. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
5. Rebar per ASTM A615 Grade 60.
6. Prestressing strand per ASTM A416 grade
270 low relaxation.
7.7/32 wire per ASTM A510.
8, Mortar per ASTM C270 type M or S.
GEI\ERAL INSTALLATION NOTES
. ;p....
" .. ...~ .
"'" . . ~ ..
't" .,,,,
, -... ,
... . lo. ~ ...
, .. ~.. ..... .
lo.... . '''lo.
-.
~ . lo.... ~
'.... ".
, '.
~ ., ,
'.
, '.
o 0
8F160B/l T
CD
Vf;C"
".. lo....
: : ,'~
. .
. '.
.
o 0
8RF6-0B/l
CD
. ;0"
... ' ~ lo.~'
lo..... . '".
~ ... II' "
II' '... ,
~ . "'"
.... .. ~.. .,. .
"',. . "lo.
'.
~ . .,....
... .. ..' .., .
lo. . . ~ ..
. ..
~ "",."
... .. ~' lo... .
lo.... ' '''lo.
" ., 11',
.. . ~ ,
" . .,....
... .. ~.. lo... .
lo.... . "~..
'.
.... , lo...,.
.. ~.. ....
. '.
','0.'. .
.
o 0
8F28 lB/l
@
ROUT
1, Provide full Mortar head and bed joints,
2, Shore filed lin:els as required,
3, Installaton of lintel must comply with the architectural andlor structural drawings,
4, U-Lintels are manu'actured with 5-112" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5, All lintels meet or exceed L/360 vertical defection, except lin',els 17'-4" and
longer with a nominal height of 8" meet or exceed L/180.
6, Bottom field added rebar:o be located at the bottom of the lintel cavi:y,
7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage,
8. Cast-in-place concre',e may be provided in composite lintel in lieu of concrete
masonry units,
9, Sa:e load ra:ings based on rational design analysis per ACI 318 and ACI 530
10, Product Approvals: Miami Dade COU'lty, F!orida Nos,03-060505 and 03-0605,04,
11, The extenor surface of lintelS installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coati ng,
12, Lintelsoaded simultaneously wi',h veritcal (gravi:y and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load Applied horizontal load
+
Safe vertical load
SAFE LOAD TABLE NOTES
Safe horizontal load
< 1.0
1 All values based on minimum 4" bearing, Exception: Safe loads for unfilled
lin:els must be red"ced by 20% if bearirg length is less than 6-1/2",
Sa'e loads for all recessed lintels based on 8" nominal bearing,
2, ~,R, = Not Ra'.ed,
3, ~afe loads are ~otal superimposed allowable load on the section specified.
4, Safe loads based on grade 40 or grade 60 field rebar,
5, &dditional latetol load capacity can be obtained by 'he designer by providing
addional reinforced masonry above the precast lintel,
6, One #7 rebarl1ay be substituted for two #5 rebars in 8" lintels only,
7 The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting 'l1oment and shear at d-away from the face of support,
8, For composite lin:el heights not shown, use safe ioad from next lower height.
9, For lintel lengths not shown, use safe load from the next longest length shown,
10, All safe loads in units of pounds per linear foot.
11, All safe loads based on simply support span,
12, The n~mber in the parenthesis indicates the percent reduction for grade 40
feld added rebar,
Example: 7'-6" lintel Type 8f32-1B safe gravity 'oad = 6472 (15)
w/15% reduction = > 6472 (,85) = 5501 plf
SAFE LOAD TABLES
~~~
____ TYPE
LENGTH _____
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
10'-6" (126") PRECAST
11'-4" (136") PRECAST
12'-0" (144") PRECAST
13'-4" (160") PRECAST
14'-0" (168") PRECAST
14'8" (176") PRESTRESSED
15'-4" (184") PRESTRESSED
17'-4" (208") PRESTRESSED
19'-4" (232") PRESTRESSED
21'-4" (256") PRESTRESSED
22'-0" (264") PRESTRESSED
24'-0" (288") PRESTRESSED
~~~
L~
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
10'-6" (126") PRECAST
11'-4" (136") PRECAST
12'-0" (144") PRECAST
13'-4" (160") PRECAST
14'-0" (168") PRECAST
14'8" (176") PRESTRESSED
15'4" (184") PRESTRESSED
17'-4" (208") PRESTRESSED
19' 4" (232") P'lESTRESSED
21' 4" (256") PRESTRESSED
22'-0" (264") PRESTRESSED
24'-0" (288") PRESTRESSED
FOR GRAVITY, UPLIFT & LATERAL LOADS
8F8-iT
8F8-2T
1C17?
1Q7?
1 ,')R9
1 ,')RQ
1 3R3
1363
1207
1207
1016
1016
909
929
835 (12
835
727 (23
727
591
591
530
530
474
494
470 (9)
470
418 115
428
384(15
410
239
246
224
230
187
192
162
166
142
142
137
137
124
124
~~~
L~E 8R1./6
4'-4' (52") PRECAST 1635
4'6" (54") PRECAST 1494
5'-8" (68") PRECAST 866
5'-10" (70") PRECAST 810
6-8" (80") PRECAST 797
7'-6' (90") PRECAST 669
9'-8" (116")PRECAST 411
8" PRECAST & PRESTRESSED U.LlNTELS
8U8 8F8.0B
8F8-1B
2231 30RQ
30RQ
2231 30RQ
::l069
1966 2561
2693
1599 1969
2189
1217 1349
1663
1062 1105
1451
908 1238
1238
743 1011
1011
554 699
752
475 535
643
362 582
582
337 540
540
296 471
471
279 424
442
N.R, NR
458
N.R, NR
412
N,R, NR
300
N.R, NR
235
N.R, NR
180
N.R, Nfl
165
N.R, Nfl
129
8F12-0B
8F12-1B
4RO')
4 RO ')
371Q
460')
n')1
460')
2110
4375
14"'8
3090
1173
2622
2177
2177
1729
1729
1160
1245
890
1052
945
945
873
873
755
755
706
706
Nfl
783
NR
710
NR
548
NR
420
NR
340
N'l
315
Nfl
250
GRAVITY
8F16-0B 8F20-0B
8Fl6-1B 8F20-1B
6113
6113
'>16.,
6113
3R2C'l
6113
2931
6113
1999
5365
1631
4360
3480
3480
2632
..,<=:<=:1
1R?<=;
1R43
1?47
1<=;,.'
1<""
1<""
1?<;L1
1?<;L1
1 n7<;
'n7<;
1nn?
1nn?
NR
n7n
NR
1?')C'l
NR
Q<=;O
NR
7'>0
NR
598
NR
,,<=;o
"R
4')0
UPLIFT
8F20-lT
18F20-2
5747
5747
4569
4569
3966
3966
3508
3508
2949
2949
2694
2694
2419
2419
2102 (11
2102
1471 (15
1705
1185 (15
1526
1034 (15
1422
936 (14
1349
783 (14
1145
723 (14
1050
671 (13
968
626 (13
897
520 (12
732
446 III
616
393 111
531
378 (11
508
341 (10
450
7547
7547
6607
7547
4890
7')47
3753
7547(7)
2560
7547(36)
2090
7168 (45)
3031
5381
"'')1'\<';
':>QOQ
?<=;R4
?<=;Rl1
')I'\Q'::I
?/JQ.,
1Ril"
1Rl1R
H~RL1
1RRL1
, ,I~Q
, ,\~Q
1<?"
n~"
NR
, an')
NR
17<.
\lR
1.')R
NR
1n.<7
Nfl
R45
'Jfl
7ilL1
Nfl
R<;L1
8" PRECAST & PRESTRESSED U-Ll~TELS
8RF6.0B
8RF6-1B
1749
1891
1596
1756
920
1167
859
1113
901
901
755
755
466
526
8RF10-0B
8RF10-1B
3355
3699
3063
3699
1770
2481
1653
2342
1825
1825
1490
1490
999
999
8F24-lT
8F24-2T
7034
7034
5591
5591
4853
4853
4292
4?Q?
3607
3607
32Q5
3295
2959
2959
2571 (10
2571
1811 (15
2084
1458 (15
1865
1272 (15
1738
1151 (15
1649
962 (14
1444
887 (14
1434 (8)
823 (13
1324 (8)
767 (13
1224 (8)
637 (12
993 (8)
546 (12
831 (8)
480 {11
713 (7)
461 (10
681 (7)
416 (10
600 (7)
GRAVITY
8F24-0B
8F24-1B
8974
8974
8054
8974
5961
8974
4576
8672
3123
7342 (19)
2549
6036 (19)
3707
8360
2698
5681
3486
3486
2777
2781
2423
2423
2193
2193
1838
1838
1697
1697
NR
2245
NR
2058
NR
1609
NR
1282
Nfl
1114
NR
1047
NR
884
8F28-lT
8F28-2T
R.?1
R.?1
6613
6613
<=;740
574C'l
5077
')077
4265
4265
3897
3897
3498
3498
3039 (10
3039
2152 116
2463
1732 (15
2204
1510 (15
2053
1366 (15
1948
1141 114
1718
1052 (14
1694 (8)
976 (14
1625 (11
909 (13
1562 (14
754 (12
1268 (14
646 (12
1057 (14
567 (11
903 (13
545 (11
861 (13
491 (10
756 (12
8F28-0B
8F28-1B
10394
10394
9502
10394
7034
10394
5400
10294
3686
8733 (19)
3009
7181 (19)
4383
10394 (37)
3191
8467 (44)
2818
4705 (37)
2163
3643 (38)
3127
3127
2805
2805
2316
2316
2127
2127
NR
2517
NR
2320
NR
1849
NR
1515
NR
1359
NR
1285
NR
1092
8F32-0B
8F32-1B
11809
118C'lQ
10951
11809
8107
11809
6224
11809
4249
10127 (19)
3470
8328 (20)
5061
8825 (14)
3685
6472 (15)
3302
6390 (47)
2536
4754 (45)
4006
4006
3552
3552
2883
2883
2630
2630
NR
2712
NR
2513
NR
2047
NR
1716
NR
1468
NR
1399
NR
1222
LATERAL
8F32-1 T
8t-32-21
QR/JR
QR/JR
7R."'6
7R3Fi
RFi?7
FiFi27
5861
"'861
4924
4924
4498
4498
4038
4038
3508 (9) 424 534 357
3508
2494 (15 326 512 227
2842
2007 (15 284 401 178
2544
1749 115 260 452 152
2369
1582 (15 244 402 135
2247
1321 (14) 217 324 109
1993
1218
1954
1129
1874
1052
1801
872
1470
746
1225
654
1046
629
997
566
875
8" PRECAST W/2" RECESS DOOR U-LlNTELS
(14) 205
(7)
(14
(11) N.R,
(13) N.R,
(14)
(12) N.R,
(14)
(12)
(14 N.R,
(11
(13) N.R,
(11)
(13 N.R,
(10)
(13) N.R, 91
8RF26-0B
8RF26,lB
6493
9479
5924
9479
3402
7917 (19)
3174
7402 (19)
9448
9479
7239
8998 (19)
4091
4150
~~~ UPLIFT
________ TYPE 8RF6-lT RRF1 C'l-1T RRF14-1T 8RF18-lT 8RF22.lT 8RF26-lT 8RF30-lT
LENGTH _______ 8RF6-2T ,~~, ^ ~T' nn~' d..'JT 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T
4'4" (52") PRECAST 905 17l1R 2635 3522 4409 5296 6183
905 174R 2635 3522 4409 5296 6183
4'-6" (54") PRECAST 867 1 Fi7,) 2525 :;374 4224 5074 5924
867 1 Fi7,) 2525 3374 4224 5074 5924
5'8" (68") PRECAST 675 1 ::lC'l1 1960 2611:S 3277 3935 4594
675 1::lC'l1 1960 2618 3277 3935 4594
5'-10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453
655 1?R? 1900 2538 3176 3815 4453
6-8" (80") PRECAST 570 1 C'l1? 1651 2204 2758 3312 3865
570 1 nQ7 1651 2204 2758 3312 3865
7'-6" (90") PRECAST 506 7Q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257
506 967 1462 1952 2442 2931 3421
9'-8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16
395 589 1135 1514 1893 2272 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIO~S FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO, 4
8F12.lT 8F16-lT
tlF12-:.lT 8F1o-2T
::l17::l 44FiO
317::1 44FiO
2524 ::l-"47
25?4 ::l-"47
219? 3079
219? 3079
1940 2724
1940 2724
1632 2290
1632 2290
1492 2093
1492 2093
1340 1880
1340 1880
1021 1634 (12)
1166 1634
680 1133 (15
851 1326
552 914 (15
686 1183
485 798 (15
599 1028
441 723 (14
543 928
373 606 (14
455 770
346 559 (14
420 709
323 519 (13
390 655
302 485 (13
364 609
255 404 (12
303 500
222 347 (11
261 424
198 306 (11
230 369
192 295 (10
221 354
175 267 (llJ)
200 316
8RF14-0B
8RF14-1B
3280
5206
2992
5206
1716
4567
1600
4242
3120
3120
2459
2459
1568
1568
8RF18-0B
8RFl8-1B
4349
6639
3968
6639
2277
6389
2124
6639 110\
5048
5048
3776
3776
2253
2253
8' PRECAST WI 2" RECESS DOOR U-LlNTELS
8RF22-0B
8RF22-1B
5421
8060
4946
8060
2839
8060(34)
2649
8060(39
7747
7915
5743
5743
3129
3129
LATERAL
8U8 8F8 REINF
CMU
1293 642 2135
1025 1024 1830
765 763 1365
592 591 1057
411 411 734
340 339 607
507 721 483
293 98
284 89
259 82
194 63
148 51
125 42
116 39
33
8RF30-0B
8RF30-1B
7567
10893
6904
10893
3966
9311 (19)
3700
8706 (19)
7360
10893(32
5623
10893 (48)
3146
5891 (47)
8RU6 8RF6 REINF,
C~U.
758 757 1365
694 693 1249
408 407 734
382 381 687
595 788 510
509 674 393
370 490 227
jTYP. TIE BEAM W/3000 P.S.1.
CONC. W/l #5 REBAR CONT.
r USP SPT4 W/(6) -10d X 11/2
G.t.,..... ";1=' ..... ,',
;::; :::; ;;: :::; =. :::; ;;: =- ':I'
... .... ....... . I , . ...." .
.. ~, .., .... .
I I~:: :
lit
I
STANDARD HOOKS W/25"
MIN. SPLICE
I
TYP. FILLED CELL W/3000
P,S,I, CONe.
W/l #5 REBAR VERT.
I
I
I
I
I
~
~
STD. 90 HOOK
~ SEE FOOTiNG DETAiL
TYP. MONO. FTG.
'/
,.
SEE FOUND/\TiON PLAN
FOR LOCATiONS ,.
I
01
'.
'. .
INTERIOR BEARING WALL
INTERIOR SHEARWALL
EXTERIOR FRAME WALL
TYP. BOND BEft,M
8" x 8" x 16" K.O,
LINTEL BLOCK
FILL W/3000 P,S.I.
CONC. Wll #5 DIA_
REBAR MIN. LAP 25"
(ACI 530)
I
STD. 90 DEGREE
ANGLE .3000 P.S,I.
CONC. W/i #5 D!A,
RE8AF~ MIN. LAP 25"
(ACI 530)
INDICATES F1LLED
CELL FROM FTG, TO
BEAM WITH 1 #5
BAR MIN, LAP 25"
(AC! 530)
I
~;. ;,
I
I
I
I
8" x 8" x 16"
C.M,U.
~
I
'. .
. ~ lo. .._
I
I
TYP, DOVv'EL 25"
MIN. LAP (ACt 530)
I
II:' .
8" C.M.U.
~~. ,.... ..... ..... .... "'" ,.... "'" ..... ..... ..... ....' ...., "'" "'., "'. "'., ,.... ,.... '....i
,'I J. '" lo., ' J." "'.. ' j" "'.. J" "'.. ' ~.. ..... ~ .." ..... 'I' .." ..... .. .." .... .. " '.... ,,'I...." 4" .... " d" "... .. ~" ..... .. 4.' 10... ., J l o.~ J." 0... " A" "'.. ' A 'f "'.. ,. ,I"
..... .. ., Ilo." .. . ." "'c=;5::;... . '. lo., . .~ 10." . ',. "'.. . .~ 11... . '" "'... ..~ ... . '" "'.. . .,..... . " It." . ., l.,. . ',....C:::::::;: ... .. ',,,,~ . '" 10.... . ." Io.~ .
, , ." -, , ." '\1" ." -, " ." t .. ." t " ." " " t '. " ,. t -, " , . -, " ~ ... " ,. ." " ~ . t " .. , " ~ " ," " ... ." -, .. . " -, ... ." 't" ." , , ."
r:" ..-
~
I
'. .
.,.. ~ ~
2" X 4" P.T. W/
(3) 1/2" X 8" "J" BOLTS OR
(3) 1/2" X 6" EXPA~SION ANCHORS OR
(6) 3" X 1/4" TAPCONS
(8) 2 7/8" HILTI TIX-DNI NAILS
I
11.:
If:.
I
I
'.
"lo. :
I
11.:
f~.
~ . ...lo....... ." lo.~ ~ . ~ lo.~ ... . ""
.. ' ~: :; , ~.' :; , ~.' :; , ~
~ ... ... ... ... ..... . lo.... ,
. . . . ;~
. ....... . ..... " ....... . lo..... .
II' ~' lo... ' ~' ..... ' ~' ~.. .. ~' lo.... ..
.. . . '" lo., . . ... lo... . . ~... ' .......
-
FRAME (EXT./BRG./SHEAR) WALL
\ TO MASONRY CONNECTION DETAIL
I
,
\
3
5-2
SCALE: N.T.S.
-
===:=
. ;JII]] LmII
;.;..
,. NON-SHEARWALL SEGMENT
.. j.,,'.
LINTEL BEAM: 0:;:
1 COURSE LINTEL .:.,
BLOCK W/ 1 # 5 .
BAR & 3000 PSI
GROUT, MIN. 25"
LAP (ACI 530)
i :' .
.11111111111111111111."
TYPICAL SHEARWALL SEGMENT
ALL SHEARWALL SEGMENTS
CONSIST OF A FILLED
CELL EACH END WITHOUT
AN OPENING BETWEEN.
CONC, SLAB
OVER 6 MIL V.B. OVER CLEAN
COMPACT, TERMITE TREATED
EARTH FILL REINFORCED WITH
6x6 Wl.4XW1,~ WWF \
FI LLED CELL:
FILL BLK. CELLS WITH 3000 P.S,I.
jGROUT ONE #5 @ LOCATIOr--.S SHOWN
ON THE FOUNDATION PLAN
A~D FLOOR PLAN.
MIN. LAP 25" (ACI 530)
TOP_OF SLA_B-$
NOTE:
SECTION BETWEEN DOWN RODS
ARE CONSIDERED SHEARWALLS
UNLESS OPENINGS ARE BETWEEN
THEM.
+---
.~,\...:.,'. .
-, ".." ,,' ..
',!l. .
~.. ':,tt::t:.. ~"
"," 100.
I
,
-
2 '\ TYP. SHEARWALL SECTION
S-V SCALE: N.T.S.
-
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10"
HOOK
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, S-V SCALE: N.T.S.
--
1- THiS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY.
2- UNLESS NOTED OTHERWiSE ALL LINTEL DEPTHS ARE TO BE
ASSUMED TO BE 16" MINIMUM DEPTH.
3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE
LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
THE ELEVATION DRAWINGS
4, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER
LINTEL HEIGHT.
5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
FOR THE DESIGN LOADS. THE DEPTH MAY BE iNCREASED IF REQUIRED
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S-2
OF
25
LAST PLOT DATE
March 10, 2005
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FOR NAILING
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w/ 2-16d @ EACH TRUSS WEB
CROSS BRACING DETAIL (TYP.)
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--
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, S-3 I
SCALE: N.T.S.
G.C. TO PROVIDL.
BLOCKING TO COMPLY
WI APA RECOMENDATIONS
FOR SPAN RATING OF
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** ALTERNATE SPAN RATED
32/16 PLYWOOD MAY BE USED
20'-0" MAX 20'-0" MAX
"X" BRACE SEE
DETAIL 2/S3\
CONTINUOUS [ OTTOM CHORD
r BRACING 2 X L MIN. SEE DETAIL 3/S-3
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GABLE END BRACI~G @
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FIRST (4) ROWS OF TRUSSES
~
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANEiNT BRACING
THAT MAY BE REQUIRED
2) ''1'' BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
,REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
I AS PER HIB 91
I 4
\ S-3
REV. 7/19/03
SCALE: N.T,S.
TRUSS NOTES:
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 CO~CENTRATION OF ANY
CONS1RUCTION 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
LATERALBRACING 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 ATTACHED WI 2-16D NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT.
SEE TYP. TRUSS BLOCKII'\G DETAILS CONV FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS--,
, . 2X4 STUDS & PLATES AT 2'-0" O.C.
//r-2X4 BLOCKII\;G MAY BE NAILED w/ MIN. EACH DIRECTION TYP. U.N.O.
I\BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS
, II N XT TO PRE-ENG TRUS ,-2x8 BLKING. NAILED @ EACH
2X4 DIAGONAL AT 8 -0 O.C. ..... A E .' SIDE w/ (3) 12d NAILS WHEN
MAX & EACH END ALTERNATE I REQUIRED wi (2) USP MTW12
I DIRECTION TYP.~ WI (14) - 10d X 11/2" EACH
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2 x 6 #2 SPF 48" O.C.
W/ (4) 10d TOP &
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IN PLACE OF (4) 10d
1-
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COLLAR TIE
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RAFTER
1'- ** ~~
TB
BEVEL CUTS
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/
PRE-ENG. TRUSS
CONT. ROOF SHEATHlr\G AT TRUSS TOr
CHORD AT ALL HAND FRAMED AREAS TYP.
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, S-3 I REV. 8/3/04 SCALE: 3/4"=1'-0"
-
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1
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x
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CONC. MASONRY
STEEL OR WOOD
BEARING SUPPORT
--
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-
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
.....A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: 3/4"-1'0"
-
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ct. OF HiP/RIDGE, TYP.BETWEEN TRUSSE~
W/ (2) 12D NAILS EACH END TO
TRUSS TOP CHORD
TYP.
SEE r-- ~
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TOP CHORD WHEN REQ'D
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JACK
TRUSSE~
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PRE-ENGINEERED OVERLAP TRUSS BRACING
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DETAILS
2 ROWS 8d @ 6" O.C \ ~(2) SYP#2 TOP PLATE
8d NAILS @ 6" O.C~ ROOF OR
TO BLOCKING \ FLOOR SHEATHING
:' , 'I "j:~ I}:
(2) 12d NAILS~ /
TO BLOCK~ING / USP- / V'
TRUSSES SUH24
X ~
-----
2X4 BLOCKI~ - - 2 s~~C~U~;L SHEATHiNG
AT EA. ROOF __.-1 (MIN. 7/16"). NAIL w/10d @
PANEL JOINT AT USP SPT24- I ..............-3" O.C. EDGES STAGGERED
48" O.C. MAX @ EACH STUD V' & 6" O.C. INTERIOR - EXTEND
!" TO ROOF SHEATHING
,______ 1/2"x 12" A.BOLT 6" FROM ENDS
2x4 ~:F STUDS THEN 32" O.C. - OR 5/8" w/8 1/2"
@ 16 O,C, VEVlBED WEDGE BOLT 6" FROM ENDS
USP SPT22 _--- THEN 32" O.C. W/#3 PT SYP
@ EACH STUD ~ BASE PLATE
.. ... .. 4 .. 4 .. 4 .. 4 .. .:' .
....~~.~~~:~~.!J.~~:"'~\' ::~.~ SEE PLAN FOR DIM.
Il.4"~~".4,.~~...t~~ "",.",. ;.',..,.,. =1
.~".'4 '~..:1:~...~~,.~~."i:~..'._.7..'~ N ~
" .1:J I ,...' o~" .' ,...' M ~
.. ~.. ,.. ~~
4"L 16" 1.:;:-1---- SEE FND, PLAN
I" ~r", ,. I. FOR FOOTING SPECS.
____ INTERIOR SHEARWALL @ TRUSSES
I 18'STEP-DOWN. WALIL TO TRUSS
, 5-6 I ~O SCALE
SHEAR CAP. 500#/LlN. FT.
LSTA12 EACH SiDE
@ EACH END OF WALL
REV. 9/30/03 AS
12
~TYP) I SEE ELEV, PRE.E\GI'JEERED WOOD BLiSS.ES@24"O/C
~ LPLlFT CO~NECTOR (SEE SCHEDULE)
! r DOUBLE 2"x4" TOP PLATE
L. 7 j / 2"x4' STUDS @ 16" O/C
~ ~CRICKET ,~S REQ~IRED
usP SPT24 @ EA. STUD~ ' I b
APA RATE'D STRUCTURAL SHEATHING ./
MIN 7/16" FASTENED TO TRuSSES WI
8d COMMO'J WiRE !\AILS @ 4' O/C
BOLiNDA,R:ES 6" O/C EDGES & 8" O/C FIELD
LSP 5?122 @ EA STLD ~
2"x P,T, PLATE.../.....
1/2" X 8' 'J" BOLT @ 24" O/C MAX........
8"X8"X16" K.O, BLOCK Wll #5 CO~;.-/
A'-iD FILLED WI 2500 PSI COr-,CRETE" /
1 #5 VERT, IN CONC, FILLED CELL---'
(4\KNEwE'WALL'ABOVE MASONRY WALL DETAil..
~' SCALE: N.T.S.
::~
..:.::.
1'\ '\.. MAI~ SPA'J ROOF TRUSS
I \'UPLlFT CO'<NECTOR
(SEE SCHEDULE)
12 PRE-ENG. WD TRUSSES @ 24" O,C,
~I 15 INSULATION BAFFLE
~ BATT OR BLOWN INSULATION MIN. R-19
I TRUSS ANCHOR (SEE PLAN)
: FIBERGLASS SHII\GLE
: ~ ~ ROOFING FELT
~^^^^^^^^^^"^~ 7"'" 1":J! . / SEE ROOFII\G SCHEDULE
I 'T'T"""~ II
1/2" CEILlI\G'~"".u...u......~ ~~.-~ MET~L DRI; EDGE -
USP SPT24 AT TOP ~ "-
AND USP SPT22 AT BOTTOM _ ~ "'--- ""'-2" X SUBFASCIA
1/2" DRYWALL --~ ~ ~ CONT. VENTED ALUM SOFFIT
OPTION: ~! O.H, ~(2)-2" X 12" SYP BM. OR WIF85
MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN)
, ;\JAIL @ 6" O.C.
ADDED BELOW THE HEADER WI EACH W/2-2" X 4" SPF TOP PLATES
PLY ATTACHED WI (2) ROWS OF 16d MIN. SPLICE 48" W/12d @ 6" O.C.
NAILS AT 8" O.C.
SEE 26/5-4 OR 27/5-4 ~ ALUM FRAMED WINDOW w/ SCREEN
FOR MORE INFO @ OPENING
NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH
HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A
WINDOWS. 2" X 4" @ 16" O.C.
)2 S LL W/2-12d EA. END W/ APA RATED
(,~ x I ~ STRUCTURAL SHEATHING (MIN. 7/16")
1/2 DRYWAL 7 NAIL 3" O.C. TOP & BOTTOM, 4" C.C.
R-ll F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR
WOOD BASE ~ ~ P.T. 2" X 4" #2 SYP BASE PLATE
;\.... ...-:; w/1/2" X 8" A.B. OR 5/8"X7"
CONC SLAB ~ ,,~ ~ 2? WEDGE BOLT, w/2" WASHER @
6 X 6 10/10 W.w.M. ---.~" S 6 32" O.C. MIN. 6" FROM END
:-- GRADE
6 MIL ViS~UE~'~lll. " ", \. le _ -:- _ _ _ ~O.? OF S_LAB +
TREATEDI,~I"",~::;,;"'~:;::;: ~ ~~ 0
"'"" or'....J<l: C'\I
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, "'- SEE FOUNDATION PLAN
-.
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,~'x I ~HI R FRAME
I 8-12-03 REV, AS.
SCALE: 1/2" == 1'-0"
I 9
\ 5-6
-
TYVEK
~ /1 TAR PAPER WRAPPED 6"
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AND SEALED BY TYVEK
INSTALLER
DECO FINISH WI
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CAULKED TO
.....--- TERMITE SHIELD
~~TE~MIT~SHI~LD ,
- '; ~:: ':'i ;/,'i;: ':'i ;:;" ,<': :', 'C>-
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-
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-1,t-
1
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2"x P.T. PLATE~ Si!
,
EXT. FRAME WALL
I 20 ,TERMITE DETAIL
, 5-6 N,T.S
.
-
TYPICAL INTERIOR
NjlN_Br:"ADINjl
I SCALE: N.T.S. Kt.V. I=;;S-U;;S A~
-
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, 5-6
-
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I SPACING 01
~ ~:- 3/4" 1: "~ ~ S -1/2'
/ - ~ S ~ -/\, + -l I ~ 1/~"1
r ~-~+-r;-o - I ~ I -.-+-~ ,L_~
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2 - S.P.F. CONST. GRADE TOP PLATE
SPLICE MIN 48" APART,
~ ~
I. -'1- ;= -;; 1;:~\:~"1r -;;- ~ -;;
.:~I II! II III \ ~I I II II II
__:": U ",-<<--@ II LII II II
II "I OPE~ING III ""
- 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
II II II III ~ III II I II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
II II II ;;: 1lf' \ ~ III II ~ @) NAIL OPENING PERIMETER @ 3" O,C. W/8d COMMON NAIL
II II II III - .-- " - III II il II
II II II II III II III II II II Q) NAIL INT. AT 6" O.C. W/8d COMMON NAIL
16 dl = !b ::I' = III II III II II II I C0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O,C,
FLOOR SYS-EV1 II ...JJ IIL-..JJ. " ..ll. I W/8d COMMON NAIL
\. 2x8 P.T. S LL PLATE ~ 'A' ~ ~ 0 NO SPLICE @ HEADER - ~AIL SHEATHING TO
'-- ~ HEADER W/8d COMMON NAIL@ 4" olc
2 STORY ONLY) 2x4 P.T. BASE PLATE
\ WALL SHEATHING INSTALL. & NAILING SCHED.
J NO SCALE REV. 02-11-04 MD
~ 7
, 5-6
PROVIDE BLOCKING AT
BEARING TYP. SEE
9/S-3
~ ~ I SEE PLAN
~ . ;~FORCONNECTOR
, 2 - 2"X4" TOF FLATE
:s. CONeT. GRADE eFF
~)iot--. eFLlCE MIN, OF 24" AFART
_______UeF eFT24 W/6-IOd TO
eTUD 4 TO TOF FLATE
2" X 4" eFF eTUDe e 16" O.C.
WI ueF eFT22 4 ueF SFT24
EACH STUD
}::f=~.USF SFT22 WH4).:Od TO
eTUD 4 4-IOd TO BASE FLATE
r;/,1/2" x 12" A307 A,B.
WITH 8 1/2" MIN.
, EMBEDMENT W/2" WASHER
~ @ 32" O.C. MIN. 6" FROM END
,_ ," " " w/#3PTSYPBASEPLATE
:€_L_...~LL_"""~""\ "i~ 31/21,
-. . r" r l ' ~,' ,IJ, l!..~
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" MiN. LAP 2S" (ACI 316)
_ INTERIOR 6EARIN~sEE FOUNDATION FLAN
d4A. lw/U~LIFT e 3J;" 5TE~_nr)IIJN
\ 5 6 I NO SCALE REV, 3-3-04 Ae
UFLlFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
1 (EACH CONNECTOR) EACH STUD - ~3~ LBS, FER STUD
SEE PL~
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FDR SHEATHI~G DETAIL~
~LER TO
HIP GIRDER X GIRDER TRUSS.
NAIL W/ 2 - 12d EACI-
WEB CROSSING
MATCH TRUSS /
i BOTTOM PROFILE /
],lDBL ./ ~ i"'-1~2~ :PACE U - -1-
PLATE "" HEIGHT
~ 0~ : : ~~~~_~~l~~;~~n___n______~~~I~~_ _
(2) USP RT3 ' I Zi'-. OF EACH STUD
(1) AT EACH BLOCK I """'-2X4 BLOCKI~G
TO G.T. & (1) G.T. TO ~
HIP JACK SHEATHII\G
FILLER BLOCK 2x4 SPF TO 8'-0"
AT 16" O.C. NAIL @ 16" O,C.
TO STUD AT WALL RAKE CUT WALL
W/ 4 - 12d. END NAIL ~'- TOP TO MATCH VAULTED
TO TRUSS GIRDER TRUSS BOTTOM
2X4 SPF BLOCKII\G
BETWEEN TRUSSES
@ 24" O.C. MAX.w/
V(2)16d EA. END (TYP.)
II--- TRUSSES
SEE PLN,
TRUSS END
J%
USP MP34 @
EACH BLOCK
-~
-.
I 19.1,EXTERIOR NON BRG. WALL DETAIL
, S-6 'AT HIP CONDITION WI INT. VOL. CLG.
N,T.S. REV. 3-3-04 AS
-
f':
~
TOP SPLICE
DOUBLE 10d
~<I"
11/1\<
v
i"" '
~
~~
2 ROWS
10d @ 6" O/C
/'
\
~OTE:
PLATE LENGTHS MUST BE V
AT LEAST 8'-0" LONG. TYPICAL
\-BOTTOM SPLICE
OVER STUD
/'
j 5 TOP PLATE SPLICE DETAIL
~_~ISCALE: N.T.S.
~ VARIES wi ROOF
'f SLOPE y..
SEE STRUCTURAL NOTES AND NAILING
SCj....EDULE FOR Sl-fEATHNG DETAI~
~
GIRDER
SEE PLN. ""-
FOR LOCATION
~
'f'
2X4 SPF BLOCKING
BETWEEN TRUSSES
~ 24" O.C. MAX.wl
(2)16d EA. END (TOY ,J
16d NAILS AT
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f:*: I ,,~ I r:
~
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JACK
(ITRUSS
r~
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EACH TRUSS \
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I)
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USP SPT24 TOP
I..ISP SPT22 BOT
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2x4 SPF TO 61_0'y'
~ 16" O.C~
-
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'S-6 ~.T.S.
-
12
PRE ENGINEERED WD
TRUSSES @ 24" O.C,
INSULATION BAFFLE
BATT OR BLOWN INSULATION MIN, R-19
TRUSS AI\CHOR (SEE PLAN)
FIBERGLASS SHINGLE
ROOFING FELT
APA RATED STRUCTURAL SHEATHING
MIN 7/16" FASTENED TO TRUSSES
PER ROOF NAILING SCHEDULE
~
:^^,,^^^^"'^^MO\, h~
"., II I. .~
1/2" C E I L11\ G BOAR D ---------.............. lb
3/4" P.T. NAILER ~ ~
1/2" DRYWALl: _
CURTAIN NAILER
1 X 4 P.T. @ WINDOWS
1 X 8 P.T. @ S.G.D.
MARBLE STOOL
1 X 2 P.T FURRING
~ ~ METAL DRIP EDGE
~ ~ ""- 2" X SUBFASCIA
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.~ ~ 8" X 8" X 16" K.O. LINTEL BLOCK
...O,H~ W/l #5 DIA. REBAR &
SEE ELEV. 3000 PSI CQ,'~CRETE
PRECAST "U" LINTEL WI 1-#5 CONT. IN
3000 PSI CONC. @ OPNGS. 6'-0" & OVER.
I"""~PRECAST "U" LINTEL ALL OPENINGS
l.....,I.... UNDER 6'-0",
~ ........ FILL CELL -1 #5 DIA, REBAR W/ 3000 PSI
COi\C. ALL LOCATIONS SHOWN ON
FOUNDATION & FLOOR PLANS
ALUM FRAMED WINDOW W/ SCREEN
R4.2 FOIL INSUL ON EXT
BLOCK WALLS
1 X 4 P.T. BASE NAILER
WOOD BASE
CONC SLAB ~
6 X 610/10 W.W,M
6 MIL VIS~UEEN ~.,
I
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~
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CLEAN FI Lr=
PRECAST CONC SILL
8" X 8" X 16" CONC. BLOCK
CEMENTITIOUS
DECORATIVE FINISH
FTG. DOWEL #5 DIA. REBAR
18" IN CONC. -25" EXTEND (ACI 530)
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DETAILS
,
~
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7/16" MIN. THK. -
NAIL w/8d COM, @
3" O.C. EDGES & 6"
O.C. FIELD GABLE TRUSS
NAIL TOP OF "T"
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I FLITCH PLATE
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4 O,C.: ____ STUD TO TOP PLATE:
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COMMONS @ 6":ON ;:1 14-10d @ 48" O.C. MAX
EDGES & 12" IN: :d
FIELD)Y PROVIDE SiMPSON
I SEE PLAN HUC410 W/ 10 - 16d
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CORD, S i--~BUILDER FRAME RADIUS
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FRAME OUT TO
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I
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II I
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1-1- - _1o?i ,
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2x12 BUILD-OUT BEYOND,
SEE (6/S-7) SIM AT JAMB
--
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, J N.T.S.
__ KNEEWALL @ GABLE
, 25\ ENTRY FRONT WALL
~N.T.S.
-
USP LSTA30 w/(11)-10d
~TO TOP PLATE AND (11)-10d
TO STUD, MAY BE ANGLED
UP TO 10 DEG.
K ~ ~USP LSTA24 WI (18) -10d AT
~~ ~ 2'-0" O.C. MAXIMUM
,-.......
\ , 2-2x4 SPF
TOP PLATE
2-#2 SYP 2x12 OR WIF85
~ HDR. UNLESS NOTED
OTHERWISE (SEE PLAN)
Ar!:d@3"0.C,TYP.
EXTERIOR
STRUCTURAL
r~HEATHING (MIN. 7/16")
'-~
j~ \ !() ( ) ) (
USP HTT16~~-
w/18-16d NAILS
~,
L.-- ;:::-
(3) S.P,F. 2x4 w/l0d
@8" O.C, EA. SIDE
t-......./ ,
'......." G.C. VERIFY INTERIOR
C-~ 1/2" GYP. BOARD OR
2x STuDS ~ EXTERIOR STRUCTURAL
r ------ SHEATHING (MIN, 7/16")
~ VERIFY WI PLAN
~ W/ 1/2" ANCHOR BOLTS
~ 6" FROM END OF EACH
~ SILL PLATE.
~.........----.. SEE 6/S-6 I
I 30\EXT. FRAME CORNER
, ./ SCALE: 11/2" = 1'-0"
-
v
EPOXY ANCHOR W/ 8 1/2" EMBED.
INSTALL PER MFG, SPECS.
..........-- NO.2 P.T. 2x4
~ BASE PLATE
f6\HEADER OPENING
\ } NO SCALE REV. 1-27-04 AS
"--/ UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255#
w
<.:)
o
0:::
I~ /'
I,
I Iii
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WOOD BEAM SEE
PLAN FOR SIZ~
SP H D412 TO
BUILT-UP COLUMN
SIMPSON
LSSU28 (TYP.) )
EACH JOiST
TO BM. CONN.
~
SEE ROOF FRAMING
PLAN FOR SIZE -
M.L. HIP BEAM
TYP.
2 X 10 JOIST
SEE PLAN
'r--....
~ !-------SUPPORT COLUMN
:! ~~BUILT-UP 2x4's OR 4x4
" II
" II
,,'-<<< :: :: 2) USP HTA20
", ',, 1'~W/14)-10d EA. TO COL,
....... I II
....... ...1 I I
TYPICAL BLOCK____ ",: I ,I,
WALL . --- "~ J~
" :.8""'" ;.;<VTIE BEAM
'':0 ~
~~V
SECTION A-A
511 "
4"
4"
51/2"
./
./
~
A-A
v ~
~
....... 7' 1 + i1'
./ I + I
./ I + I
I I
M,L. BEAMS
SEE PLAN
ONLY ONE SHOWN
FOR CLARITY
USP MTW16
WI (14) 10d NAILS
DOUBLE GRIDER
TRUSS SEE PLAN
I 2K\ ~~~~~ ~1l~ED ENTRY
, J NO SCALE REV. 12-18-02 AS
UPLIFT CAP. AT HEADER - 2510#
-
(2) - 2x12
AS SHOWN
WI (3) 3/4" DIA
A307 THRU BOLTS
i.Jv"
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
2 X 4 WALL
2 X 6 WALL
OPENING JACKS STUDS JACKS STUDS
SIZE EA END EA END EA END EA EI\D
l' - 4'
(1)
(2)
(1)
(2)
(2)
(3)
4' - 9'
HEADER ANCHOR
NAILED TO TOP PLATES,
HEADER & JACK
STRUCTURAL NOTES
SEE SHEET S~7A FOR
ADDITIONAL S~7 DETAILS
NOT SHOWN
HEADER SIZE
& GRADE
NO. & SIZE OF
RAFTER TIES
EACH END
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 OR CONSTRUCTION GRADE
-SPF STD & BTC
-#3 SYP PT
-SPF STUD OR CONSTRUCTION GRADE
-SPF STUD OR CONSTRUCTION GRADE
-#3 SYP PT
(2)
(2)
(2) 2X12" 2SYP
(2) LSTA 30
(3) (3) (2) (3)
~ SEE SCHEDULE
~~.
2-ROWS 12d NAILS STAGGERED @
":. ~ 12" OIC EACH FACE OR 3-ROWS
~ ~ ~~~~ 12d NAILS STAGGERED @ 12" OIC
. . ~~ ~ FOR 2"xl0" OR GREATER HEADER
'- :"\~
9' -16'
REFER Tu
26/5-4 OR 27/5-4
* WHEN STUD LENGTH IS LESS-
THAN 12" USE LSTA30 STRAPS
AT EACH STUD WRAPPED OVER
TOP PLATE & NAiLED TO HEADER
EACH SIDE Will - 10d NAILS
16d NAI LS @ -.....
16" O/C TYP. .......
"-.
DOUBLE 2"x4"-.
CRIPPLE STUD
TYPICAL (U NO.)
~;;t
O,o~
tV/I\;,
HOLD DOWN CONNECTIONS G
NOT REQUIRED @ BEARING
WALLS WITHOUT UPFIFT
-
=?
n GI'<DER
~ TRUSS
~2) USP
LUGT2
CAP = 410~LBS
~~ ~ I
12 I ~
r:=~?
:[ t,
'- 4x4
~ r--.O 2 SYP
WOOD POST
(2) USP
LSTA30
WI 16-10d TO
POST & 16-10d
TO BEA~ EA.
snAP
(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb)
PER NDS = 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 EDITION, HIB-LATEST
EDITION AND QST-LATEST EDITION.
6,3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.
6.4 ROOF SHEATHII\G: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
1'\ DOUBLE 2 X 12 NO.2 S.Y.P.
i\- HEADER W/ 1/2" FLITCH PLATE OR
WI85 JOIST HEADER, (U.N.O.)
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,
6.68d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS
SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS)
6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A,B. BOLT MAY BE USED INTERCHANGABLY
1\ FILLING AND BLOCKING AS
I \ REQUIRED FASTENED TO
I-- HEADER W/(2) ROWS
OF 12d @16" O/C UNLESS
NOTED OTHERWISE
NOTES:
TRUSSES MUST BE CAPABLE OF TRAf\<SFERRING LATERAL LOADS TO BEARING WALLS
TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC-
TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR
VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL
ENGINEER OR ARCHITECT,
BEARING WALL NAIL PATTERN:
REV. 10-28-03 AS,
1. PLYWOOD AND SIDING:
( FIELD) USE 8d NAILS @ 12" O,C,
( EDGE) USE 8d NAILS @ 6" O.C.
2. GYPSUM:
( FIELD) USE 5d NAILS @ 10" O.C.
( EDGE) USE 5d NAILS @ 7" O.C,
I 4t-1. (g)
L________________________________________,
I ,
I "
I , .
@ I CD "
: ,,\2)r;)',4 vr,:
I ' 0,' I
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@) iuuu-u-~--uuO~~~:~--~"",~ '@",~jFT
!-'fFC(2)---U/ @) @) --~-~~ @)
ROOF NAILING SCHEDULE:
NAILING ZONES
ZONE 1: 8d NAILS @ 6" O.C. IN FIELD
8d NAILS @ 6" O.C, ON EDGE
ZONE 2: 8d NAILS @ 6" O,C. IN FIELD
8d NAILS @ 6" O.C.ON EDGE
ZONE 3: 8d NAILS @ 4" O.C. IN FIELD
8d NAILS @ 4" O,C. ON EDGE
GYPSUM CEILING: USE 5d NAILS @ 7" O.C.
ALLOWABLE FASTENERS
CONTRACTOR NOTE:
ALL DRILLED AND EPOXIED HOLES
MUST BE PROPERLY VACUUM,
BRUSHED, AND BLOWN CLEAN PER
MFGR'S RECOMMENDATIONS TO
ACHIEVE UPLIFT CAPACITY
~ WOOD
/ BEAM
A: CEMENT COATED SINKERS
B: BRIGHT COMMONS
C: SPIRAL OR RING SHANK NAILS
D: CLIP HEAD GUN NAILS
v
(2) 1 3/4 X 111/4 LVL
WOOD BEAM
~15 HIGH UPLIFT FRAME WALL
r l:J \ GIRDER/BEAM CONN.
V NO SCALE REV. 10/7/03
~
I
I
~,
~~
7/16" OSB W/8d
COMMONS @ 6" ON
EDGES & 12" IN ~
FIELD -............
2 X 4 P,T,
LINTEL
--
, 29 ,SECTION AT CONVENTIONAL FRAMINI)
\ '1\0 SCALE REV,11/27/02
-
--
/~%. (3) 2 X4 BUILT-UP
COLU~"" ATTACH PL YS
WI (2) 16D NAILS @
6' O.C, EACH PLY, TYP,
USP HTT16
YWI 5./8' SIMPSON "SET"
EPOXY ANCHOR WI
8 112" E~BED
I .J-
I
SEe, A . A
UPLIFT CAPACITY = 4175
CLIP EACH TRUSS
(SEE ROOF PLAN FOR TYPE)
FRAME OUT TO
BLOCK EDGE
~- 8" CMU WALL
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DETAILS
....
TIE-BEAM
FILLED CELL W/
#5 VERTICAL
(5) 1/2" DIA. x 8"
"J" BOLTS
1/2" X 8" A.B
W/2" WASHERS
SET IN TYP.
FILLED CELL
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JAMB.
.
OVERHEAD
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WI 3{8" X 11/2"
STEE LAG
BOLT WI
WASHER. MIN.
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TO JAMB.
PRECAST
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DOOR AND CONNECTION PE
GARAGE DOOR MANUFACTURER
TYP. GARAGE DOOR
TRACK MOUNTING DETAIL
SECT. OVERHEAD GAR. DOOR INSTALL
SCALE: N.T.S.
FASTEN PT 2X NAILER TO MASONRY
W/ 3/16" X 3" TAPCONS 6" FROM
ENDS AND 16" O.C MAX, FASTENING
TO WINDOW TO BUCK RESPONSIBILITY
OF WINDOW MANUFACTURER.
2X BUCK DETAIL
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4"r+
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H"t:
H"j:
14" TYP.
~!-
H"~
L
rr-
14" f~
14" TYP.
H.E-
~.~
14" TYP.
~i-
14" rp. ~L..-f
~ -!.A'
Description
Single
Single
Single
Single
Single
Single w/s!
Single w/sl
e--i
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DSI-222
FINAL ANCHORIN(> OF A WOOD FR"-ME UP TO 5'4 X 6.'8
SINGLE: tNSWING UNIT W/WO SIDE:UTES
PRODUCT ACCEPTANCe No.: D5/222
'"
'4 r-6" f
~ ~@ cb
, "'-.'0'
ti)
0-
6"'4 r-
(j)-
30"
...!A .
I..
~
-(J)
=@
-0
(1)-
'"
~
(1) -: L
'3'-
.r'E'
.. B t.,.
5 1/2"[
t
,.
z:,
30"
-0 0-
L.. _ ==@
~A' L h&' CP 01-
-- ~ ".f:' 1/.:.J t-
SCREW
3 # 1 0 x 5 / 8" Pt:IlI.UP.$ fU..T HUD
4 #10 x 1 3/4"BfU..T H.CJ.lJ
5' #10 x 2" fU..T HLAO
7 # 1 0 x 3" WPS fU..T Ht:.lD
t"
I ~
'4
~<b
2" TYP.
'1n-E'1/.- - f-, 2" TYP.
t-. T.. '-1. --I --; r- .
I
(j)
c1
~
tv
""-'D'
0-
-m'
30"
_eJ)
(1)_
'B4
!
'B'-
,. l
~ 5 1/2"
L t
cv_
'I:V
30"
'C'-
W
,-'C'
~0
~'A'
~ (J) {1) tC7 kV~
......l l- 4 .lIl 4 1/.:-..l ~
I
"'" 9 7/8"
~'-- !
ts:::rr. ~. ~ {J
(fr ~ Ii{ tr'J'
W ~'-'-'"
.
~
"rr HINGE DETAIL
lQIE;
W#'OI SIOCJJTt IS A1V'rCIO TO
HII<<. JNJ& /I I@ ~ WST
at USQ ~ OF /4 ~ SCR(W
N<<J II I Q) setmf PDt SCREW SCHtJlUlL
.
'E'" ·
~
~~~
~
'*'
"r LATf:H DETAIL
~
IIItIEN StOOJT( IS II IT ACHED TO
LATCH JAWe use #8 x 1 3/4"
P'Hll.lJP$ tv.r HEAD SCREWS
IN SlRff(E Pt.A~ NolO I (4) $(;R(W
1HPl..ACf: OF # (?) f'ROlI ~ SCHEDUtL
,~
~;~~
,~ ~"-
5 ~2" J \.J 11 ~ "-
~~tI'~. .
seE l~ ~~
~ '
r'E'
c;:- T I,.~~
JNSWlNC rn!?CSHO(,O
~,~
IN~ TH~f'5HOl.O
..
(o,.&ftd)
r:r ~
8ARR1ER-FRn:
Thrulo4ld
-
Size: up to 5'4 x 6'8
Product Acceptance No: 1>5[-21%
tnsWin, (wood iamb) C onf1gw:ation:
2'() 2'4 2'6
+80 -SO +80 -80 +80 -80
x. OXO. XO, ox
2.'1\ .... r(l
+SO -8U +.~O -30
+W .{,O +<')iJ, .ijJ
.59 4'7 + 50 .'{>u
+SO..{,O . +$0 -6!>
Single Opaqut
W ISidclilCS
SinJle QJ5;.,l'd
WiSidelites
(Door don nol m<<t MissU ~ lmpacl)
Test' 21()'1987. 210-2024
+ 7S .SO
~-n
~-71
Mfl. ~.: N/ll\ Ya Pl~cs I Plas\pro
Li,i1Il$lon. NJ 97()J9
NAN YA PLASTICS CORPORATION I PLASTPRO, INC,
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWING: Opaque and Glazed
Max Door size: 5'4" x 6' 8"
DESIGN PRESSURES
OPAQUE
DoorSUe rr~~~~
2'0" x 6'8" +80 -80
2'4" x 6'8" +80 -80
2'6" X 6'8" +80 .80
2'8" X 6'8" +80 -80
3'0" x 6'8" +80 -80
Drawine #
99-01
99-01
99-01
99-01
99-01
Description
Single
Single
Single
Single
Single
2'8"x 6'8"
3'0" It 6'8"
+60 .60
+60 -60
99-01
99-01
Single w/sl
Single w/sl
ConfiguratIoo: X, axo, XO, OX
Test
AS1M E-330-90
A.AM-\ 1302.S
ASTM E283-91
ASTM E331-96
TESTS
~npdoD
Uniform Static
Air Pr=e
Forced Entry
T.rl ~atloD
National Cectified Testing Lab
Or lando. Florida
National Certified Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando. Florida
National Cerofied Testing Lab
Orlando. Florida
Te" Oate
11103/1997
0410111998
11103/1997
04101/1998
11103/1997
04/0111998
1lI0311991
04101/1998
Air lnfiltratioo
Water
Per!etration
Product AcceptancelLabel No: 081-222
GLAZED
DOQr Size Pressures
2'0" x 6'8" +75 -80
2'4";( 6'8" +64 -77
2'6" x 6'8" <<;0 -71
2'8" x 6'8" +56 -67
3'0" x 6'8" +50 -60
Drawinll #
99-04
99-04
99-04
99-04
99-04
D esc ri p do n
Double
Double
Double
Double
Double
2'8" x 6'8" +50 ,,60 99-04
3 '0" x 6'8" +50 -60 99-04
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DDI-224
FiNAL ANCHOR/Nt, OF A WOOD PRAM[ UP TO 6 '0 x 6 B
DOUBLE INSWING UNIT
PRODUCT ACCEPTANCE UO, 001224
4" TYP.
:
rf-
14" TYP,
t-~
14" TYP,
tf-
14" TYP.
~f-
14" r~
14" TYP.
Lr-
.p--f
~tf
30"
TYP.
'~-f
--..!.A"
7
I
@:--- 9 118"
~{/oJ
CD ~JL,l
"-'-"
-g' HINGE DErAIL
~
-[7' ASTJV.CAL PLATE
30"
TYP.
15"1 f
:~
}::@ !J)
r ",-. B ,.
-cD
-!A' .M;1M
(j)-
~
II
1-
=(
--(t)
@=
0-1
I
1
-0
-0
r-~ (l)
..JL
4 1./Z"
0-
o
-0 CD=
0, r -ft)~-
4 '/2:J 1- G. </2- t 4 1/,.J L
INS WING: Opaque and Glazed
Max Door Size: 6'0" x 6'S"
DESIGN PRESSURES
Drawin2 If
99-0S
99-08
99-08
99-08
99-08
Description
Double
Double
Double
Double
Double
El"I- _rEI" f
'DCV' I
l-(f)
::@
I
--+
~
SQ" (DOC "CI1.-P
"~T1l\iCT1oHs '\
~
-4
"c- LATCH Di'-jAlL
TESTS
Test Locatioll
National Certified Testing Lab
Orlando, FlOl'ida
National Ccrtifie.j Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
National Cmilied Testing Lab
Orlando. Florida
Test Date
10103/1997
0410i/\99S
10/03/1997
04/0 \11998
10103/1997
04101/1998
10/0311997
04101/19n
f-
~
S 1(2"
r
~~
~~~
~ '~,
~I \j ~f1 "
UN( ~v ~ ~dJ
>a: UXJ( ____ 1>1::::-"
~IfACltJAUlS .--->."
IHSffiUCTICWS
Product AcceptancelLabel No: DOI-214
-!J)
'B!.-
SUtE'''' SCHlJXJLE:
3 1Q x 5/8" PfflUJPS IV. r HOD
4 10 x 1 3/4" PH~.JJPS FLA. r Ko.D
5 10 x 2" PHIWPS IV. r HOoD
7 10 x 3" PtttwPs FLA. T HOD
NAN YA P'LASTlCS CORPORATION / PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
OPAQUE
Door Size Pressures
4'0" x (j'S" +74 -82
4'8")( 6'8" +64 -70
5'0" x 6'8" <<;0 -66
5'4" lC 6'8" +56 -61
6'0" x 6'8" +50 -55
Configuration: XX
DesulptloD
Uniform Static
Air l'resrure
Forced Entry
Air lnfiltration
Water
Penetration
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8S1-226
FINAL ANCHpRING OF A HOOD FR^'-fE UP TD 5'+ X a'o
SINGLE: INSWING VNIT w/WO SlDEL1TI:5
PRODUCT ,,-CCEPTANCf. No,: D8SI225
0'
I r- 6" f
:...10 1
)=~ <D
~D'
(1)-
CertJI'}'lag Florldl ED~neer
Tut Report /I and Lltense Number
21 0-1987-I,Z~.y Barry Portnoy
210-2024- '''''if" P. E. No. 16258
210-1987.1. z.l; if Barry Portnoy
21 ()'20Z4-'r', r, , P. E. No. 16258
210-1987-!.t..J.i Barry Portnoy
210-2()24.~{..& p, E, No. 16258
210-1987-1,Z,J.'t DarryPortnO)l 11
~;;~~; N.,:~; t,
If/U/Yr Y 1,<.
Test
ASTM E-330-90
AA.\1A 1302,S
ASTM E283-91
ASTM E331-96
5"-"1 r-
rJj-
L-.-
r-f-
12" TYP \,., "
~~,~r"
12" TYP, 25 1/2".
~~
12" typ, n-f-i
~i-'
12" TYP. 25 1/2",
~f-
12" typ, a-i-f
~f-'
12" TYP,
t-f-
12" TYP,
Lf-.: '
-<D
~
-0
(il-
'Ilt.....
j
5 1/2"
,
(1)-
'Il4
0-t
z:.
(1)-
--.'-A r
[,
V'E'
. )
-<V
::@
-([)
G'
25 1/2".
lL -0
-.!A' f -7/{ cp
-J
(il-
(il,....
w 1I'-t 4 lIr.J l-
SCRf'VI $CH[txJU
3)1 110 x 5/8" I'l<I.UPS /Vol' ~
4)1 110 x 1 3/4" I"\illPS RJol' MOD
S)I '10 x 2" I'tIlLUl"$ .ou.r NOJ)
1) I '10 x 3" P\!C.UPS R.l.T HlN)
c= t ~!l
INSWlNG TMPF5HO! 0
L-
f~
12" TYP -.. ..
t+. ~ I ~
U"~ 25 1/:'
12" TYP.
~f--- . L
12" TYP. 25 1/2"
t-f-
12"~. F1--f
:.:'fi- cr;'
Lf-:. -.!. A'
~ 2" TYP, -- -r
-1 r- 4 .(2'T 4 112" --, ~ r- 2" TYP,
~tv0 cb~
'0'
CD-
CD-
'-0
1-0
o
1-0
'8'- (j)- '!i~
.
51/2"
t
<l>-
~
€
t
~\)
IJjSWING THP['5 fJOl D
~
t--'C'
1-0
(1)-
'e'-
@-
(j) (7) (i ~
.~ ~ 1;2- t 4 112:;0-1 l--
!-'A'
'1..X'iY-.!
(Opw.oI)
~ vv W<:o
I'W'rmFR-fRU
n"l.ho!d
~~I
@ 9 7/8"
CD-O)~~BJ
~Ir BUlGe DETAIL
JIIX1Z;
WH(;;Y &<<1fl(~'N:HfJ> 11)
HIHCit ~ .. , 4 uvsr
llf: ustO (JF:.. 5 SCIl('Ir
N/iO II I 1 !it:ItOI ~II(W SCHElX.U:
'E'''....
~
~-<~
- r [.Arr;}( DETAIt:.
~
'iltIQ/ $lOl1.JT'E' IS ... 7T lOW 1'0
t.A.l'CH JNJ8 LIS4. 8 x 1 3/4"
F'HIUJPS RJoT HVJ' ~
N $lRII(E f'V,~.' "-HO I 4 SA:ftCW
NPUa. OF , l!) rROfJ SCHroUtL
,,~
" ~~~
5~'~ ~~ ~
~~lo-'~
SH LOCI( ___.'90
UNNF~~
fNST1lUC1'l(:lH
'et-
{ .Y'P
~~:q
I~~ n'IRESHOI:Q
~\1
INSWlNG ~D
(~)
~ ~
~
S= up to 5'4 x 8'0
Product AccepUnce No: D8SI-216
ln3wina (wood jamb) C oo1i&llflItiOO:
2'0 2'4 2'6
+99 -99 +89 -89 +&4 .&4
X. OXO. XO. ox
n 3'0
+78.n +70-10
+53,}4 ~,ot .~.&J
+78 -n ..10 .70
+5},)4 -<>4,0 t "50.&J
S i"-ale Opaque
WlSlo..Ula
S ~ Ie Glue<:!
"VlSi~lilr;s
i Doo< <loes fIQ\ = MisWc lm~ I
ToH 2\0-)()24,4.5,6.10.11.l2
+99 -99
+89 -89
Mf&- by: N Ill\ Ya l'1llSl>cs I f'ta>lf'<1>
LiV\lI&s\Qn, NJ 070]<1
+ 84 -S4
NAN YA PLASTICS CORPORATION I PLASTPRO, INC,
DISTINCTION FmERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWL'lG: Opaque and Glazed
Max. Door Size: 5'4" x 8'0"
DESIGN PRESSURES
GLAZED
Door Size Pressures
4'0" x 6'S" +74 -74
4'S" x 6'S" +64 -64
5'0" x 6'S" +60 -60
5'4" x 6'S" +56 -56
6'0" x 6'8" +50 -50
Test RellOrt It
210-1993
2\0-2QZ4
210-1993
210-2024
210-1993
210-2024
210-1993
210-2024
Drawinll #
99-06
99-06
99-06
99-06
99-06
OPAQUE
Door Size Pressures
2'0" x 8'0" +99 -99
2'4" x 8'0" +S9 .S9
2'6" x 8'0" +84 -84
2'S" x S'O" +78-78
3'0"xS'0" +70 -70
DrawlDIl #
99-01
99-01
99-01
99-01
99-01
Description
Single
Single
Single
Single
Single
Description
Single
Single
Single
Single
Single
Single w/sl 5'4" x 8'0"
Single w/sl 6'0" x: S'O"
99-01
99-01
Single w/sl
Single w/sl
+53 -64
+50-60
Connguration: X, OXO, XO, OX
tESTS
Certlf)'lng florida Engineer
and LlcelLge :-lumber
Barry Portno)'
P. E. No, \6258
Barry Portnoy
P. E. No. 16258_
Barry Portnoy
p, E. No, 16258
Barry Portno)'
':~~'~ fef
Test D8t~
04/01/1998
Ted Locatfon
National Certified Testing Lab
Orlando, Florida
National Corti fied Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando. Florida
National <:<<tilled Testing Lab
Orlando. Florida
Test
ASTM E-330-90
OtxnptloD
Uniform Static
Air Pressure
FOl'ced Entry
0410111998
A.AM-\ l302.5
ASTM E283-91
Air Infiltration
04/01/1998
04/0 [11998
ASTM E331-96
Water
Penetration
Product AcceptanceILabel No: 0851-226
GLAZED
Door Size Pressures
2'0" x S'O" +99 -99
2'4" x S'O" +89 -89
2'6" x S'O" +84 -84
2'8" x 8'0" +78 .78
3'0" x S'O" +70 -70
Drawinll #
99-04
99-04
99-04
99-04
99-04
Description
Double
Double
Double
Double
Double
5'4" x 8'0" +53 .64 99-04
6'0" x 8'0" +50 -60 99-04
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8DI-228
FINAL tJNCHORING OF II WOO.D...f&1,jE UP TO 5'0 X 8'0
- OOUBLE:' INSWJNG UNIT
PRODucr /ICCEPTA,>.JC[ !oJ'.'). 0801228
"1 i6" f 8"-1
~ ~ @
~. Ci)
-0-8
-6"
t 6"---1 r-
""-w D'
1-
0=
0-
~
-0
=0
-0
-!A'
0-
0::
~~51/2" ,~,=
'c.
~ ,f- r> INACTIVE 0 -
0::
G-
G'
0-
I
I
0)-
0=
1-
...J L 4 .1;2"
~
SCRO' SC1-If.DUU
3 10 x Si8" Pl-IlllJPS FU r Hu.D
4 10 x 1 3/4" PH'UJPS IV.T Hl.AO
5 10 x 2" F'H1l1.RS IV.T HOD
7 lOx 3" ~ FUr HV.D
I
"'" 9 7/8"
~l:--
- [>[i.sJ
W- rrf_.
iJ) ~
~
.
"Er HI/olCE Dt:TAlL
~
~ U' ASTRACAL PLATC
---}
~
sa Lilol ''':1 ~
"'s~ ~
-4
"C' LATCH DETAIL
-"'~
~ ~~
~~ ~,
~;'I \.J ~ ~ "
L'<f: ~~~~,
~~~
INS Tl>lX'TJONS
NAN Y A PLASTICS CORPORA nON I PLASTPRO, INC.
DISTINCTION FI.BERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
OPAQUE
Door Size Pressures
4'0" x 8'0" +99 -99
4'8" x 8'0" +89 -89
5'0" x 8'0" +84 .84
5'4" x 8'0" +78 -78
6'0" X 8'0" +70.70
Configuration: XX
Test Report /I
210-2024-
4.5.6,10.11,12
210-2024-
4.5.6.10.11.12
210-2024-
4.5.6.1 0, 1l.12
210-2024-
4,5.6.10.11.12
Certif)'iDg florida En&laeer
I..d License Number
Barry Portnll)'
P. E, No. 162S.L_
Barry Portnoy
p, E, No, 16258
Ba.'1)' Portnoy
p, 1'., Nu, 162.58 =<<
B.."T)' ?ortnoy
P. E, No, 1625&
atrrJ f, JIV
ASTM E331-96
Test
ASTM E-330-90
AAMA 1302.5
ASTME283-91
DcKrllltloll
Unifurm Static
Air Pressure
Forced En try
Air Infiltration
Water
p\'llettatlon
L'lSWING: Opaque and Glazed
Max Door Size: 6'0" x 8'0"
DESIGN PRESSURES
..
~
INSWlNG mR~SHOl D
~
/t'js'ilCHG mR~HO/.O
(0,,_)
~
fJAkRlf1? -FRrr
nr..N>Jd
Drawlll!!; N
99-08
99-08
99-08
99-08
99-08
Description
Double
Double
Double
Double
Double
GLAZED
Door Size Pressures
4'0" x 8'0" +99 -99
4'8")( 8'0" +89 -89
5'0" x 8'0" +S4 -84
S'4"x8'O" +78 .78
6'0" x 8'0" +70 -70
Drawinz #
99-06
99-06
99-06
99-06
99-06
TESTS
Test LocatloB
National Certified Testing Lab
Orlando, Florida
National Certified Tcrting Lab
Orlando. FlOl'ida
National Certified Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando. Florida
Test Date
0410 111998
Ttst RellOrt It
210-2024-
10,11,12
210-2024-
10.11.12
210-2024-
10.1 t.l2
2 \ 0-2024-
10.11.\2
04/0111998
041011\ 998
04101/1998
Product AcceptancelLabel No: DSDI-228
CertIfyIng Florida EDglneer
and Llcens~ Number
Barry Portno)'
p, E. No, 16258
Barry POlino)'
P. E, No. 1625&
Barry Polino)'
I?, E, No. 16258
San)' Portnoy ~
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LAST PLOT DATE
October 11, 2004
PLASTIPRO DOOR
DETAILS
..,.
8Ull.DL.-";{j CODE CO~1?tL\NCE OFFICE (lKCO}
PRODUCT CQ:'\'TROL DIVISION
MIA.\U-DADE COUNrY,.rLORlDA
.METRO-DADE Fr,.AOLER~t:l.tDING
140WEST}<'LAGLERSTREET,SUITE 1603
MlkW, FLORlbA J31 30.1563
(3 OS} 37S-29Ql FAX (305) ~7S.29i)S
NOTICE OF ACCEPTANCE (NOA)
" Cerlall1Te~d Co rpo~:atlQ'n'-.-''''''''''''.'''-''_.'-'.'''...''''- "......,,".-
1400 Caion ,Mi.'i;ting R(lad
Blue Bell, FA 19422
Scon:~
This NOA is being isslled W'lder the appJkable ruJes and res,ulations gGvc11ling the use Qi' construction materials.
The &...xume:ntation subn'titteJ has bt'en reviewed by ~li.t.mi.Dade CQunty l'-nxluct Control Division and accepted
by 1111: Board of Rules. and Appeals (BORA) to be used in Miami Dade County and other <It'eas \\'here allowed by
the Auth,)rity Having Jurisdiction (AHJ).
Ihis NOA shaH not be valid after the expiration date stated below. The Miami-Dade C~unty Pt"Qduct Control
Division (In Miami D,tde County) and/or the An1 (in are-as other than Mi$il1i Dade County) reserve the right
to have this product or material tested f<'1f quality ass'Ut1Ulce purp~'Ses. I:t t.his product Qr material faits to
perform in the accepted manner, the. lmnufacturer ,'1m incur tbe expense of such testing and the AUJ may
irnmediateIy rcvoh\ modify, or suspend the use of su<:h proouct or mattlial \vithin their jurisdiction. BORA
reserves the right to revt)ke. this acceptance, if it is det~ined hy Miami.Dade Cottuty Produ.;:t C<lntrol
Division t113t tbis product or materi..l fails to meet the requirements of the applicable building code.
This product is approved as: describe<i herein, and has been designed to comply "ith the High Velodty Hurricane
Zone of the Florida Building Ox1e.
lJF;SCRIPTlON: I.andmark 30 (and-AR) (and \Vid.e'l'rack QB), Landmark 40 (and.AR) (and WideTu(k
QB) a.nd Lmdmark 50: (al1d-AR) (and \\'JdeTrat:k QB)
LAllEU!'\G~ Each unit shall bear a permanent label with the manufacturer's name or logo., city, state. and
follov.i.ng statem{-:nt ":\-fianu-Dade County Product Contl'ol Approved", unless ot.herwise noted herein.
RENEWAL otthis NOA i>ha11 be considered ai'\c1' a ren~v.ia1 application has been filed and there has be~ no
cbmse ill thesppJicable bu.i1ding code nega.tively afi'cctingthe performance of this product
TER~nNA nON of this NOA \vill occur afh,~r the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product {,>r prcx;cssc ~'fisuse oft11is NOA as an endorsement Many
prodllc!. for sales, advertising or any other purposes sban aut(mKltical1y tennirtate this NOA; Failure to eomply
\\~lth any section of this NOA shall be l~ause for tmnination and rel11ov'al orNOA.
ADYERIlSEl\lENT: The NOA number preceded by th.e words ~Hami!"Dade County, Florida. and fullowed by
the expiration date may be displayed in adn::rtisiug liteTatut'e~ If any portion of the NOt\. is displayed, then it shaH
be done in its entirety.
INSPECnON: A copy of this. entire NOA sh,tll be provided t() the \.lser by th~ manufacturer or its distn^butors
and s!lall be aV$.ilable for inspection at the job site at the request of the Building Official.
111is NOA consists of pages I through 4,
The submitt~d documentation was reviewed by Frank Zuloaga, RRC
NOA NQ,; 02~12J9.03
EJ:pil'atiQ1l Date: tll/18lQ7
Appnn'allJatt{ Q3!21/03
Pajte 1 of4
6. 1,A13EUNG
6.1 Shingles shall be labeled Ivith the Mi,uni-Vade Logo or the wt>rd,ing ",MlarnP);lde County
Product Control.'\:pprovcd".
7. amLDJNG PER.'\UT REQtJlRL'\fEN'IS
7.1 Application for buildin.g permit shall be acct>mpani<:d hy copks of the fo Howing:
7.1.1 This Notice of Acceptance.
7.1.2 Any other document'S required by the BuUdi.o.g Official or the applicable ~ode in
order to properly eVSltlate the in,,~Uation of this system,
DETAJLA
CE.RTAiNTEED LANDMARK 30. 40, 50
All dimensions shown are In inChes
-$ 5/8"'1
1-....................16 1/4...........,....,.....-;
f ... I
, '(:~
-55t81
....-1
rS 518"1
'. ~>,....~ ~r~",
, ~.. _.~._-- ---...........27112'" ----.---.,
. -"li~~l""'''''-'''. ";,:."",,. ..
..------+....-....{,33118. ......,.-........
. '. -~ll~;r\T il~"''; " Full t'
_. Shin~~.
.L ...._L....~ l ,,'
r-".
I Staner
. -'li!!!!.!!!!!!!.
Eaves
.'
0' ~.
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, ~ ~' . .,'
, -t.<;.~-'.
NOA No.: OZ-1219JJ3
Expiration Date: 02128i07
Appnn'al nat~l 03n1/03
Page ~3 of -1
ROO'HNG ASS.KMBL Y ApPROVAL
Cat~go.ry;.
S9b.Cattgory:~
Rooftng
07310 Asphalt Shingles
Dunensi Ot\a}
\l{ood
'\fat~riallf
Dc<;~ :rntt:.
1. SCOl1E
This revises CertainTeed Landmark 30 and AR (and WideTrack QB), Celi.aiuTeed I..andmark 40
and All (aud WideTrack QB), Ct:l'ta1nTH~d LandwaJk 50 and AR (and WideTl'lu:k QB) Shingles
as fllamuactuted by CertainTeed Corporation dcsnibed in Section 2 of this Notice of Acceptance,
Test
Sl)cdfkatlons
P A 110 A heavy weight, 2471b/sq, dimensional
asphalt shingle,
PA 110 A heavy \vdght, 2641b/sq, dimensional
asphalt shingle.
PA 110 A heavy weight, 2961blsq, dimensional
asphalt shingle,
pn)prietary Accessory shingles fl.)r hip, ridge and
starter strip applications.
2. PRODUCT DESCRIPTtON
Prgduet })jmension~
Produ(:t Description
Certainteed Landnwk }O and 13W' x 38 %"
AR (and WSdeTrack QB)
Ccrtainteed Landmark 40 and 13~~" x 38 ~'"
AR (and WideTrack QB)
Cel'tainteed Landmark 5Q and 131/:''' x 38 :;-~"
A.R (and \VideTrack QH)
Acc{';$$orj Shingles various
3. EVIDJL'iCE SUBl\1f1TED:
Te,st i}gel!f.Y
relit Jdeutit1er
l..st Name!Rrp(}l'~
t'r1d~myrltefs Laboratories, Inc.
R6S4
PCTC-D 1..02-01
CTC-006-02.0 I
94NK%32
02NK42448
UL 790
PRJ Asphalt Technologies, Inc.
PA 100
Under\,,'ritt'Cf$. Laboratories, Inc,
Wind uplift: resistance P A 107
Dat~
04/02/01
01/12/01
11/12/02
11/30/00
11/08/02
4. Ll,;\lITAJIONS
4,1 Fire classific<ttion i.s not part of this acceptance; refer to a ClUTent ApPr\Jved Roofing
l'yf$terials Directory for fu:~ ratings ofthis product.
4.2 Sball not be instllled \)11 l'oofme~n heights in excess of 33 ft
5. INSTALLATION
5.t Shingles -"hall be instalkd in compliance \"1t11 Roofing Application Standard RAS I1S.
S.2F1ashing "hall be in accordar..;e wito Roofing Application Standard RAS 115
$.3 The manufacture.r sh~)U Plovide clearly wTitten application instructions.
5.4 EXlXlsure ;;:nd cour~ leyout shall be itl compliance \vlth Detail 'A" attached.
S.s Nailing: shali be in compliance with Detail 'B', attached,
1'\0'\ :-.to.: 02-1219.03
Expiratlvtl Date: 02128/07
Approval Date: Q3121;03
Plige 2 of 4
UETAIL B
, ..."..."".""..,,....--..- 38";'4' -~.-_.__.."""..,,'"'"!,
t~...""~"~"'- ,,~,._,,;;, ,
1">" '- 14 ., '4" -~.." :t:.....--...-.. 1"" ".........."".........j.
(:". -,....-. """'1 "",,,,,,-,,,-~.,-- ,,;;;,.,l to.. 1
r-------------t-- '-1
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r.~~j:;~~~=-. .,:::::~~~~"'--. =<~~r~:=::::.f::::..::.., D; .....,......,..-.-..~.
-j ....1.....-..-[' "9I<J"" ,. .......,."',. ',', .'., .'.,
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~..
.
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I
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LANDMARK 30. 40.50 (AND AR)
"'.... ,,'" ,,,,,,"'--~"~- 383!4" "..........,,_. ."...........".......,- ...4
~. ""'"7>''''7-''7-;'''';>'''7''7''' >~'T""'~;'z."r7az' "-;"~.!;"~~r;;;c"/''''''77'71'7;:;'?7/7/~' 77 ... .........,,'.........l
/~~/~//>/~.<.7 ./ /L~//~/ L/~ ~ .L_~~~~;~__~.-~f.~~.~..LL~...~~../L...l. L_L~.....-,-:,...:. ,.' !
..,~ ... .. ';;..;;~:;:;;~ f~~~ ~14 $(;>''1\1",.".- $1<'~Hn"*,, 3S~;( tc Z1'~)
. N~~ ~'\(aoo lcf:{.<it't &: ~OW~( tm~ r\l.\~. ~
12" .. -t........-- 143/4" ........... -~..........."........- ~2. - 131/4"
WIDE ''''~:::~')~,..,''''~~:::::::~..~.,0~\o/.1&f'-. --------~,~'I 1" - ~ t.....""'f. \
"'''-''~'.'' ---{ . . ~,,\~.~'" "...."".""'-."......"".."""..,,,,.. -'\l"",.... .' ".._~ Ir I
NNUNG--- " ."...,.."'..........""""'"..-'=""~"""'......"""""'-..._.._,,...,",,....., " .'
AREA ~ 5 r:[~~J'L ~ D ~ ~.1'n
L.J..".........J.~""'^'_.__...... __'''...............L.._-- .. "... LLJ
LANl}ill.l;"q]< 30,40.50 (AND AR}. WIDETRACK OB
(Low and 8tan<lal'd Slope)
P2/2-~~ZZ2zWM!~:.';';:@':;;:~~~ !
N~~mfl'S J;f~4 f"Qt "t$t~QP" !$.W{)M; \~"'(~ ~~ 2i, ~ Zj 1
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f,,_,,~'.12~ ....:.... ...---........,-.... H 3!4...-......:::~-=- 12...~.:~-... i
.. - !-..'" . I;' , ".-.""'....4."u<-.."...-.""""..- ~'''1!
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LANDMARK 30. 40, $0 (AND AR) . WtDETRACK QB
(Stf.lt"p Sfope)
END OF TIUS ACCEPTAi'\'CE
:'\OA 'Nil.: OZ..1219j).,3
l:;l.p)ratl~ll Dati<: fi2!2&'07
Approval Dat~: 03/27/03
p..ge 4 of 4
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FECP Corp ast.C:-e:e;
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APPLICANT SIGN,aTIJRE
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BUILDING f'ROQUcrs
ASHLEY 0IV1Sl0N
TAMPA, F1.
PART SOLID AND PERFORATED
ALUMINUM SOFFIT
"'^""'C IN,L. DATE: 5-15-02 ! A-10051
SCALE' N, T.5 l
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nl'lLDING CODE CO,\IPLL\NCR nFfJCE UleCO)
PRODl"CT CONTROL DIVISION
~IL%MI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BtnLDL.'\iG
146 WFST FLAGLER STREET, SUITE 1603
MIAMf, rLORIDA33130-l563
(305) :'15:2901 FAX (305) 375-2908
ROOFlr\G ASSEMBLY ApPROVAL
CategQt): Roofing
Sub. C.a te~or.v: Roof Ventilators
Flccida Produ<..1'
Approval
Nl,lmber
:\la teriaJs~
;\(aximul1\ Desig,n Pressu.!.e
Fire Classit1cation:
Plastic
NJA.
N/A
NOTICE OF ACCEP:I'ANCE (NO:\.)
Air Vent, Inc.
3000 West Commerce Street
DaHas, TX 75212
rL5;'.O
c L~'~ ~j
Fu:n~
, en
FeSC
TRADE NAMES OF PRODUCTS l\L\NUFACTURED OR LABELED BY ApPLICANT:
FLC<'~
FLa, -
n.2~"
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of cousttuction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Bliilding Code and Product
Revielv Cornmittee to be used in Miarni Dade County and ot.be.r areas where allowed by the Authority Having
Jurisdiction (AHJ).
See detail drawing
herein
Test
Specification
Product
Description
c.: ,~" .
Product
Dimensions
cL~:
"L2; .
TAS 100
VenturiVent PlusT)'{
Ridge Vent
Copolymer plastic low profile attic lidge
vent with an integral end plug for
instalJation in shingle roof systems,
~~-
>':SO'
:>'U2'
ir':.,,:,
This NOA sha1l not be valid after the expiration date stated below. The neco (Tn ?vfiatni Dade County) and/or
th~ AHl (in areas other than Miami Dade County) reserve the right to have this product or matet;al te,<;ted for
quality assurance purposes, If this product or material fails to peltonn in the accepted manner, tbe JJulnufacturer
will incur the ex.pense of such testing and the AHJ may immediately revoke, modify, or suspend the use of SlK'h
product or matel'iaJ within their jurisdiction. BeeO reserves the right to revoke this acceptance, if it is
determined by BeeO that this product or material fails to me.et the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Air Vents Venturi Plus
ApPROVED ApPLlCA TlONS:
FLS16
;'"lB ~?,
EVIDENCE Sml.\lI1'fED:
FU<:~
F~8:--. .
~
Test Agency/Identiflcr
Report
Date
FL,c < ;~,
':..Z 1 <
",SF..
Center for Applied Engineering, Inc.
T AS 100
Wind Driven Rain
07 -07 -00-68
04/27/94
F~8~t~
Fi.8:e.
r:'L8':~
FL8~ .)
~'Le', '3
,'.':.d,C
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
fo!!owing statement: "Ivliami-Dade County Product Control Approved", unless olherwise noted herein.
RENEWAL of this KOA shall be considered after a renewal application has been filed and there bas been no
change in the appLicable building code negatively affecting the performance of this product.
TERMINA nON of this NOA ",ill OCCllr after the expiration cfute or if there has been a revision or change in the
materia.ls, use, andlor manufacture of the product or process. Misuse of this NOA as an endorsement of a.ny
product, for sales, adverlising or allY other purposes shall automatically terminate this NOA. Failure to comply
with any sectIon of this I\OA shall be cause for termination and removal of NOA.
ADVERTISE.MENT: The NOA number preceded by the words Miami-Dade County. Florida, and follo\-ved 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.
INSPECTION: A copy of this entire ~OA shall be provided to the user by the manufacturer or its distributors
and shalt be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 01-0910.04 and consists of pages 1 through 3,
The submitted docwnentation was reviewed by Frank Zuloaga, RRe
2:12
;::'L8::i~
Slot:
Cut a minimlffi11l/z" slot along the apex of the roof by cutting %" on each side of
the ridge. The slot shall terminate approximately 6" fronlthe rake edge,
F:_o:''')
FL22:.1
~'t~';3-.----
Installation:
Place ridge vent section centered over tbe void at one end of tile ridge and insert
end plugs, Fasten with rOQting nails through nail holes in vent Bull the second
section to the first, align and fasten to roof. Continue this process from end to end.
F U~~: ~
FS2'
FL.,)''-::.
FL65~'
Ridge Shingle:
InstaJI pre-manufacture,d or l1eld cut ridge shingles over the ridge vent in
compliance with the ~hingle manufacturers Product Control Approval and the
installation instructions using 1 %" ring shank galvanized nails
--
Net Free Area:
Refer to manufact1.1rerS published literature
FL..6~ -
MJ l1inltml
Slope:
FI_S" "7
::;: ,0.', ~
9
""
XOA No.: 03-0930.10
Expiration Date: 04/05/06
Approval Date: 01/29/04
Page 2 of .3
XOA No.: (}3.0930.10
Expiration Date: 04/0S/06
Appro,'aJ Date: OU29l04
Page 1 of.3
-<
LIMITATIONS:
1. Refer to applicable building codes for re.quired ventilation.
2,
VenlllIiVent Plus™ Ridge Vent shall not be installed on roof mean beights greater than 33 feet.
/\,11 products listed herein sbaH haw a quality assurance audit in accordance \vith the Florida
Building Code and Rule 9B- 72 of the Plor:idaAdtninistrative Code.
3.
DETAIL
~
10'~
NAILS PATTERN'
12' Soffit - 10' OC, i", the DIrection of Soffit Length
12' DC, in 'the D\rec;i:ion of Sofftt \o/icith
16' Soffit - 10' 0 C, in the DfrO'<;'tion of Soffit Leng'th
1(,' a,c, in the Direction of SoH It 'w'ldth 0) n"sIGI"l Pres$\,Jre
NAILS' A-JOINT AREA 12' DIA. SHANK i DIA, HD, It LONG
BATlEN' 2'X2' PT, SOUTHERN PINE CONST, GRADE
MINIMUM 2'X2' CONSTRUCTION GRADE
MIXED SOUlHtRN PINE OR EQVIV,
~ \VOOD SA HEN STRIPS
..~---.._-~~~~:: I
~lumin\l!1l J-Cba!'l\iel. Ashley Part No.4MZO, to install \
SOCtIN J.Channel UsinJ C~R~istant 0.12" DilI.tnetet
Shank NOOls 1-1/1" Loog AU2" Spacing ~ Nails.
See note S fur F/J-ChiIDne1 ApplkatlOll$.
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(2) Soffit Nailing ?attorn; ,
12' Soffit - lO. O.C. ill the "Diwction of Soffit Le!Igth
12" O.C. in the Dir<l\.'t/on of Soffit Width
16" Soff'rt - 10" 6. C. in the ~tion of Soffit Le:ngth
t 6" O.C. ,in the Dirootioo of Soffit Width
'1-
6.6
~ aATT€N NAilER (NOTE 4)
J..CHANNf;.!. ,
iNSTALLATION
" ,~
'ra
I I I '11
t.--I\ , ! '-. I
I \ t-10"-l...-~0"-
I \ 24' I FASCtA
.. J ~f (NeRHAN~ \- NAIl; COAAOSION
- J.eHANNEL RESIST ANT NAIL
"""'-1
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Interior
34.4 psf
"'I--
I
T
(3) Dc'iign Pressure Ratill8 (l'SF);
Exterior
51.4 pst
14,1
"
l\.
FASCIAl
I
12" Soli<l Soffit
12 " Vented Soffit
16" Solid S.,!lit
16" Vented Soffrt
FRONT VIE'" OF f.AVE wITHOUT
VENTURI VENT PLUS
~~~~..
"'- ALUMINUM SOFFIT
I
PANEL
TYP, NAILING
PATTERN
10'XI2' 02' SOfFIT>
IO'Xl';' <16' SDf'flT)
sloe VIEW Of EAVE
-,
END OF THIS ACC.EPTANCE
(4) N<>t ~ if Q\~ ;s 12' Of 1\$0, if oveJt.apg is 12" 10 20"
divide tbe width iJd\lllfto ~ proper O.C, !<<OlWn f(4!.lll\Wn
Nailflt (h,. fOf an IS" owrbang tht Batton should be 9" O,C.)
(S) rn- BlUlen Nollet l><lI reqWrod fur !'-Ci:Ianlld AppIi<:atiO!JS. Snap .
leve! liJlo ,~fm.nce ~ a!taf;1l f,Ch<>mlol ~1Iy' to wall w.g r
T-Nailer 16" O,C. (CBS C<lll81tW&") Of, 12" 1M c'<1t'l:<lGl\'l!l !>.'$iStcnt
naill,r-long 12" O.C, (I'la)''WOOd/ 0.8,$. ~).
~/- SATTENNAllER(N01C4)
FIJ.Ct{ANNE
INS; AlLA nON
SIDE VIE\'I OF EAVE ' fa
'1
h1
I
I
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'-10'2~~--10~l - FASCIA ;;1J11 ~ (:t(l' e~~~~= I
ROOF~ J ,- ""- """-CORRO&OO fr"t~;~-.':,~ ALUMINU;w"SOFFIT . 1
~ ~~ I j
f'<CHANNEL ~/lYJOIIN LALIOTIS., P.E.1-- INSTALLATION DESIGN
(NOlE6) ottu' '" CONSULTING ENGINEER I OR'''''~ J N l. j DAn:: 5-15-02 I A 10,01ll!3
1-$0 c. ~ Sf ~ A r~ SPfWICS F'L .]+$IJ9 r---~-~ ----1 .. ;.I
~ C11;)t: ~;;:;.::"X/~:~J8_~.saa;J,,_______.,,_~_._ ,..L.._ _,_ .____~~~ ~:__~~~.. ,~~... S ___~_~_""., "",". ".~_L________,.~.., ______ .___,_
NOA 1\'0.: 03-0930.10
Expiration Date: 04/05/06
Appro,al Date: 01/29/04
Page 3 of 3
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Simpson & USP Cross Over Chart with Florida
Product Approval Numbers
S' P d ct Florida Product
u"np~~b:~ U ApptQlta-l
Numbe!'
l\:i4 Fi.474 f"'amiii(( {,IlCner
M:3U44 FL47 4 Ad'J~t.i.)i€ ;'>"st 8aw
CS22 FU901 cdl Strao :'e
H3 FL474 H"';O"I1€ ria
~~_ F\.474 '1,jrricane"'2
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H6 FL474 HWfrrcane c 8-
HC.;;2 FL474 Hln COinef ~Iate Connectot
H().').8.$DS3 FL474 Hi)id,iow,"
KETA:,S FL1901 Ec)bo?ddeo Tr'JSS Anchor
HETA2C fL 1901 E,nt<S"..~(j(....j T;'US$ AnC(:.(ll
HGU$21 0..2 FL4:"4 Truss Ha(lDt(
HHETM'.:J FL1OC1 Embedded T,u". Anc00(
H.sI..JRjL4~O. FL~;.03 Hean: Ske'_"'aG U Hanger
HTS: 6 F\.~3e HeayY Trwss St'ap
HTS20 FL538 Heaw Truss Sttao
HT11S FLSV3 HGlTensi-:.J1I ~'!e
HTT72 Fl503 HDlTer161(/; --ie
HUS26 Ft,~74 H€:3W ,Joist :-'a:lQf$r
HUS26 Fi_,F 4 Heavv JOts! ('"'8f)\.:ier
HUS410 FL.474 JOlst H,~ncer
HLLS412 FL474 Jo,sl Hanqer
~..2.010_ ~~74 __~!:fanger_.
HUSC412 Fl474 Joist Hz,r;Q;;,
~TT f:L4/4 ,"j:.' f:...JOist Har1t.le-r
iUT F'L474 t.Jo\~t Hanoer
LGT2 Fl1423 LJgh( GI!'l..1l~; ':p~dcv{n
LSSU'21.:J-2 FL474 S:e,')al~etSke'Hable HMQdf
L$S.J28 FlA74 SlopatlelSk"",:'lble'1ana"c
LSTA12 FL1901 Stra;>T",
LSTA18 FL 1901 S(raol'"
L'STA3'J FL'9C1 St,apTce
LaT AY.l FUSOl StraD Tie
L.YS.\2 FL.474 TWist $trao
L TS16 FL474 r"ist S.rao
L TS18 FL474 TIN,:st S!Ja~
L TS20 FL474 Twist Slra!)
L1')"101 FL-174 'enslonTe
L TI2G8 FL4i4 jeh~lOn Tie
LUS2i) FL474 J(lj'st HJtrx.jer
L US41 4 FLA74 Joist Hanger
,v'8HA3 50111 89 FOL 538 MasonN 2kam Kanqe'
META22 F~r%1 ll=.mbeqoe.d Tr'./~s A0cJ10{
MOT FL1423 M~j"'KnG;rd~:rTie<fown
,I,IST ',8 FU9C1 Steao Tie KST248 FL.?',,"
rv\ST60 FL 1'9C: Stra'o."7ie hS"T2.00 F"LB2:-:
~~Bo Fl.190i Str"E.Tie loc !h~_____ .______. _.._____
MYS'12 Fl47:; T'H.et Strao MT\N12 ~L6-::<:
MTS1S FL4?4 TV'i;stStrop /I,'T'i'V16 FU3.:.>::
MTS18 FL474 Tv/(st Stjzl'f..' MTv\'18 FlBl.:'
MTS2Q F-'L414 TWist Strap MlVV;;:O H.6;')
MTS3D FL474 lW1st Str:ae. MT'vV30 r'~t>-:~U
MTT:288 FL5G""3 Ten-sioi""': T:e ~'TS278 FL8:':::
P.A51 FL474 Fownoatio('l StfZlO TA.:;1 ;:'L31'S
SOS 1 i4X2. 1;2 FLI',(;'3 SlrOl'1C D~',e .Suew
SD$ 1/4>\4 i/2 FL i4$3 Strong Dri\iI~ SC,E:'h'
SOS 1/4';\.0 FL 1463 Str:>nq Prive $c:'&,,,
SP1 FL474 Sbd Plat€ -:-i-::
SF'" FL474 Stud P1~t" T,~
SP4 FlA74 Stlil.:! Plate T:€
U24 FL 121 S F<..~Ge hl0vrrt ,_,(,""3~ H31 Q-)f
Set Pac 1<) FL402 3 &00'1
HD Titen FL23042 .Tllan Ancrof
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PRODUCT ,APPROVAL SPECIFICATION SHEET
USP Product Florida Product
Number Approval
Number
MP34 FL570
PAU44 FL569
RS300 FL822
RT16 FL565
RT7 FL565
LFTA6 FL820
HHCP2 FL817
UPHD8 FL817
HTA16 FL821
HTA20 F L821
THDH210-2 FL821
HTW16 FL820
HTW20 FL820
HTT16 FL821
HTT22 FL821
HUS26 FL818
HUS28 FL818
H U S41 0 FL821
HUS412 FL821
THO FL815
THF FL815
LUGT2 FL568
LSSH31 FL816
LSTA12 FL816
LSTA18 FL816
LSTA30 FL816
LSTA36 Fl816
LTW12 FL820
LTW16 FL820
LTW18 FL820
LTW20 FL820
LTS19 FL822
LTS20B FL822
JUS26 FL821
JUS414 FL821
NFM35X1178U FL578
HTA24-18 FL859
KST248 FL822
KST260 FL822
MTW12 FL820
MTW16 FL820
MTW18 FL820
MTW20 FL820
MTW30 FL820
MTS27B FL822
TA51 FL816
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As required by Florida Statute 553842 and Florida Administrative Code 9B-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 loc81 product supplier should you not know the product approval number for any of the applicable listed products
Simpson & USP Cross Over Chart with Florida
Product Approval Numbers
Florida Product
Simpson Product
Number Approval
Number
Category/Subcategory
1. EXTERIOR DOORS
A SWINGING
Manufacturer
Product Description
Approval Number(s)
FL 1321
FL498, 539
A34
ABU44
CS22
H3
H10
H2.5
H6
HCP2
HDQ8-SDS3
HETA16
HETA20
HGUS210-2
HHETMO
HSUR/L410
HTS16
HTS20
HTT16
HTT22
HUS26
HUS28
H U S41 0
HUS412
HUSC410
HUSC412
ITT
fUT
LGT2
LSSU210-2
LSSU28
LSTA12
LSTA18
LST A30
LST A36
LTS12
LTS16
L TS18
L TS20
L TT19
LTT20B
LUS26
LUS414
MBHA356111.88
MET A22
MGT
MST48
MST60
MST AM36
MTS12
MTS16
MTS18
MTS20
MTS30
MTT28B
PA51
SDS 114x2 112
SDS 1/4x4 1/2
SDS 114x6
SP1
SP2
SP4
U24
Set Pac 10
HD Tlten
Plastpro Ine.! Nanya Plastics
Jeld-Wen
Distintion Fibreglass Entry Doors
Exterior Doors
B. SLIDING
Kinco
BetterBilt (MI Home Prod.)
Fla. Extruders (Milestone)
General Aluminum
Mk 2/314/5, Mk 2131415 HP, Mk 2131415 XHP
420, 470/452, 470HPI452HP
Series 500/1000/2000
4201430/440
FL126
FL561
FL45
FL264
C. SECTiONAL
Clopay Building Products
Residential Wind Code Doors
FL542
D OTHER
2. WINDOWS
A SINGLE HUNG
Kinco
BetterBilt
Fia. Extruders
Mk 40150, Mk 40150 HP
165, 165/3000,740/3740, 3240/4250HP
Series 100011500/2000
FL123
FL663
FL42
General Aluminum
1100111401144011450/1540/1550/1570119001
194011970
FL254,1698
B HORIZONTAL SLIDER
Kinco
BetterBllt
Fla. Extruders (Milestone)
General Aluminum
RW HP, RW XHP, RW4-XHP
16813168,680
Series 1000
1180114801158011590/198011990
FL124
FL670
FL43
FL256,1700
C FIXED
Kinco Mk 40/50 PW/CT, TWPW/CT FL125
BetterBilt 16513000,740/3740, 3240/4250HP, 680 FL676
Fla. Extruders (Milestone) Senes 1000/2000 FL44
General Aluminum 11 OOTDL/11 001450TDL/1450/1550/157011900/ Fl255, 263, 1697
1970/5000/5300/5350
Kinco M03-04A, M02-03A, M96-08C FL957
BetterBilt
Fla. Extruders (Milestone) FE57091571 0/5711 /5712/5713/571415718 FL974
FE570015701157021570315704/570515717
General Aluminum 1100/1900/1970 FL1252
o MULLION
3. PANEL WALL
A SIDING
B. SOFFITS
C. WALL LOUVER
D. GLASS BLOCK
E. OTHER
0605106061950019510 Aluminum Soffit
415501451021451 02N Aluminum Soffit
Kaycan Ltd.
Cameron Ashley Building
FL1965
FL406
Pittsburgh Corning Corp.
Glass Unit Masonry installed wlMortar
FL1363
4. ROOFING PRODUCTS
A ASPHALT SHINGLES Certain Teed Corporation
CT20 (and AR), Landmark 30140 (and AR),
XT25 (and AR), XT30 (and AR)
FL250
B. UNDERLAYMENTS
C. ROOFING FASTENERS
D. ROOF VENTILATORS Air-Vent Inc.
E. ROOFING TILES
F. MODIFIED BITUMEN Certain Teed Corp.-Roofing
G SINGLE PLY ROOF
SYSTEMS
H CEMENTS-ADHESIVES
COATINGS
I. ROOF TILE ADHESIVE
J OTHER
CRV Aluminum Ridge Vent
NOA No. 03-0930.08
Modified Bitumen Roof System
FL479
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
see chart
USP Structural Conn.
see chart
B TRUSS PLATES
C. ENGINEERED LUMBER
MiTek Industries, Inc.
Boise Eng. Wood Prod.
Truss Plates
Versa-Lam SP
Wood I-Joists ALLJOIST
FL2197
FL1644
FL1645
D. RAILING
E CONCRETE
ADMIXTURES
F. MATERIAL
G.OTHER
FECP Corp. (Cast-Crete)
High Strength Concrete Lintels
FL158
8. NEW EXTERIOR
ENVELOPE PRODUCTS
A
B.
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.
APPLICANT SIGNATURE
DATE
FL474
FL474
FL1901
FL474
FL474
FL474
FL474
FL474
FL474
FL1901
FL1901
FL474
FL 1901
FL503
FL538
FL538
FL503
FL503
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL1423
FL474
FL474
FL1901
FL1901
FL 1901
FL1901
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL538
F1901
FL1423
FL1901
FL1901
FL1901
FL474
FL474
FL474
FL474
FL474
FL503
FL474
FL 1463
FL1463
FL1463
FL474
FL474
FL474
FL 1218
FL402.3
FL2304.2
Product Description
Framing Anchor
Adjustable Post Base
COil Strap Tie
Hurricane Tie
Hurricane Tie
Hurricane Tie
Hurricane Tie
Hip Corner Plate Connector
Holddown
Embedded Truss Anchor
Embedded Truss Anchor
Truss Hanger
Embedded Truss Anchor
Heavy Skewed U Hanger
Heavy Truss Strap
Heavy Truss Strap
HDlTension Tie
HDlTension Tie
Heavy Joist Hanger
Heavy Joist Hanger
Joist Hanger
Joist Hanger
Joist Hanger
Joist Hanger
TF I-JOist Hanger
I-Joist Hanger
Light Girder Tiedown
SlopablelSkewable Hanger
SlopablelSkewab!e Hanger
Strap Tie
Strap Tie
Strap Tie
Strap Tie
Twist Strap
Twist Strap
Twist Strap
Twist Strap
Tension Tie
TenSion Tie
Joist Hanger
Joist Hanger
Masonry Beam Hanger
Embedded Truss Anchor
Medium Girder Tiedown
Strap Tie
Strap Tie
Strap Tie for Masonry
TWiSt Strap
Twist Strap
Twist Strap
Twist Strap
Twist Strap
Tension Tie
Foundation Strap
Strong Drive Screw
Strong Drive Screw
Strong Drive Screw
Stud Plate Tie
Stud Plate Tie
Stud Plate Tie
Face Mount Joist Hanger
Expoy
Tlten Anchor
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PRODUCT APPROVAL
DETAILS
SINGLE HUNG
J
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HEADE~
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GLAZING BEAD
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CAULK \ SLL
BY DTHERS
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BY OTHERS .
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B II,
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ONE BY IIODD !,~STALlATlDN ANCHCR
SUCK BY C~HERS 3/16' DIA, TAPPER
~NOTE S ~ 7) ("mE Ie)
S'-'IM ,~S REQ'D,
114' ~~x,
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GLAZING BEAD___________
(TYP) '-r-'
IMPORTANT INfOR.MATION &. GENERAL NOTES
These notes are provided to ensure proper installation of Florida Extruders Mitesto('le
products and must be followed fully
-1 ~~liE~"i~~1 GENERAL INSTALlATION INSTRUCTIONS
II' c>
1) SHIM AS REQ'D, AT EACH I~STAUATION ANCHOR WITH lOAD BEARL~G SHIM, ;.w(.
I ALLOWABLE SHIM STACK TO BE 1/4"
' 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOw FlANGE AT HEAD 8< lAMBS.
! SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VUlKEM 116 ADHESIVE CAUlK OR
, '7, APPROVED EQUAL. APPUCATION OF VUlKEM 116 ADHESIVE CAULK OR APPROVED
~r' I EQUAL AT FRAME SILL MUST COMPLY WITH SEAlANT MANUFACTURER'S
RECOMMENDATIONS.
-- - -~~- t\ 3) USE SILlCONIZED ACRYUC CAULK FOR PERl<METER SEAL AROUND EXTERlOR OF
o LQ,. WINDOW FlANGE AND TO SEAL HEADS OF INSTALlATION FASTENERS,
, 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN, THlS PRINT ALSO
I APPUES TO THE FLORlDA EXTRUDERS 1500 AND 2000 SERlES SINGLE HUNGS,
FLANGE TYPE :27 (1:1. . I 5) WINDOW FRAt'1E ,MATERIAL: ALUMI~UM ALLOY 6063,
.I~DDII ,RA,~E ':>I, ,
J"',~B :~~~~}~:~~~~ 'I __ ANCHOR INSTALlATION INSTRUenO,",S
~ IIDOD - BUCK PERIMETER . >~'
CAU'_K - /' "'. , GENERALJ
II '.I 3Y CTHGS / I
CW'LNDC\v' '",rOTl-O /"" ! 6) NPJL ATTACHMENT Ot: NON-STR.UCTURAL ONE BY BUCK 1$ 4" FROM EACH COR.'tER
S"iUCCO B'T' OTHERS ----- CAULK B(:T\yTEN I"::... AND 8" ON CENTER S '\.
SFCT ON B-B ~;f,~ B~cE><"TtG LQ,. LENGTH (518" EMBED~E~";.H:~~~E~'~~~~HN~L?:~~~~e;"':"~:M~~
By O~HERS ! AND 1 1/2" LENG":1-I (3/4" EMBEO,,*NT) OR EQUIVALENT, FOR ALTERNATE SEenON
CONCRETE DR -.J ANB-B, USE A 0,113" DIAMETER COMMON WIRE NAil WITH A 3/4' EMBEDr~ENT OR
MASONRY OPENI'G EQUlVALENT FO!>. NAiUNG NON'STRUCTURAL ONE BY BUCK INTO A TWO BY
BY CTHERS STRUCTURAL BUCK,
& 7) APPUES TO ALL NON-STRUCTURAL BUCKS LESS THA.N 1 1/2" mICKNESS. NOT
INTENDED TO UMIT TO NOMIML ONE BY WOOD BUCK ONLY, BUCKS GREATER mAN
I" NOMIMAL (3/4" mlCK) AND LESS lliAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE
NAIL LENGni SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF ,VOTE 6,
& 8) ALL INSTALlATION ANCHORS MUST BE MADE OF CORROSION RESLSTANT
MATERIALS OR HAVE A CORROSION RESISTANT COATING APPUED SUITABLE FOR THE
ENVIRONMENT AND/OR FRAMING MA'l:RLAL. WHERE ANCHORS ARE USED IN
PRESSURE-PRESERVATIVE TREATED WOOD, mE WOOD SUPPUER SHALL BE
CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WIT'rl T"E
PRESSURE. PRESERVATIVE TREATMENT PROCESS USED,
9) ALL FlELD SUPPUED HDLES IN T'rlE FRAME (IF REQUIRED) WILL 8E 3/16" IN
DIAMffiR,
10) WOOD SCREWS SHALL MEET A",SJ 8185,1 DIMENSIONAL REQUIREMENTS
11) IF WOOQ TENDS TO SPUT, PRE.BCRE HOLES AS FOLLOWS; #8 WOOD SCREW .
I/S" DlA. PILOT HOLE &. #10 WOOD SCREW. 9/64' DIA., PILOT HOtE (NATIONAL
" DESIGN SPEOFlCATION FOR WOOD CO~STRUCTION),
."::; .;~ k~~i': [SEE SHEET 2 FQR CO~TINUAT10N OF NOTES]
,/~~:,;~~~~~~:~t:.~ \;/ REVI DESCRIPTION DATE IINI FLORIDA EXTRUDERS INTERNATIONAL, INC.
:'t.,\:'~<>~ '\," C !REY1SOD NOTES~, I, 7.,!r2/19/03IR 'A w,,,nCA'1: Of AUTHORIZATION NO, 9205 ~i~~O'ifDWE~lo~:.f
~ r'--i:r.t ;Io->,:~,-;- I ~O~s'2~,6~~S~~ ~VOE:i) 1 v
~\"',' , , ,,'i '.J'ND/OR ADO[O RE:ATEO i TITLE: INST~LLArrQN ~ET~IL
""~~~~;}:{:~i:~~/ ..... 11~~~~~6~s^'~~R NO", I I :~~ H:GB~LA~GE':NJ07 ;;p~~~~S S~~OJA 1500 ~ 2000
..,..... i DATE: 12/ 19/03, SCALE: NTSIDWG,:f'LEXOO 16, SrlT I Clr 2
&
:i:"'ASS
OYP,)(SEE ND"rES)
r
CONCRP E OR
~iASCNRY DP'ENING
BY OBE:S \
.
I
1-3/8' I --.........
MIN, EMB 1/
~ ::0
ILJI
~
--
.........-~
--......... 'l "'- 2X4, 2XG, 2X8 '.OOD EUCK
.I~ - H OTHERS (SEE NOcE 16 ~ 23>&
, II "'- ONE BY 11000 BUCK BY OTHERS
'-.. II (OPTlONAU (NOTE 6, 7 o~d 15A>
I~STAU_ATWN ANCHCR
~10 \Joon SCREW' (NOTE 16 Clnd 15A)
:1
SECT:O:\~ A-A (ALTERI\JATF)
.& For :nsto:lation with two by
with or w /0 one by wood bucks.
N
wf!
~~
~@
,,~
~~
,U
~::l
~1t
ii~
SINGLE HUNG
l
114' ~AX. J
SH[~ SPACE
'.lNDCII
NE.!SHT
GLAZ!NG (TYO) Iii
(SEE NOES) --------...~ I
II
PERIMETER
BY D~e~~~ "\ ,
"l"3b~~L~~~~. A,~6;;~ =- 1"
STUCCO ~IJ/' . i)'~
BY OTHERS :
CAULK BETIIEEN J
IIINDOII n~ SHEATH"NG
~ SHEATHING BY OTHERS _
FRAME (FIN)
---- \.IINDO''''; 'w'IDTrl
, Ir 114' MAX
, SHIM SPACE
I 1'.0 BY IIOOD
I' [",BY CT'"'ERS ,
I / \ j
=~ / n \
,~ .Jj
I
1) SHIM AS REQ'D, AT EAOi lNSTAUATION ANQ;OR WITH LOAD BEARlNG SHIM.
MAX. ALLDWABU SHIM STACK TO BE 114", APPLY A BEAO OF VULKEM It6
ADHESIVE CAUlK OR APPROVED EQUAL AT mE "ASTENE~ lOCATION PRlOR TO
INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRA Tf ANolOR
WINDOW FRAME, FUll BEARlNG BETWEEN 7HE SHIM, SUBSTRATE A,~D WINOOW
FRAME ARE REQUIRED,
2) USE SIUCONIZED ACRYUC CAULK BEHIND WINDOW FIN AT HEAD. SILL &.
JAMBS.
3) USE SIUCONIZED ACRYUC CAULK FOR PERlMm~ SEAL AROUND EXITRlOR Of
WINDOW FRAME
4) FLORIDA EXTRUDERS 1000 SERiES SINGLE HUNG IS SHOWN, mlS PRINT ~LSO
APPUES TO THE FLORlDA EXTRUDERS IS00 AND 2000 SERlES SINGLE HUNGS,
S) WINDOW FRAME MATfRlAL: ALUMINUM ALLOY 6063,
A~CHOR INSTALlATION INSTRUCTIONS
Sc<"~ AS ~O'D
(SEE NOTES>
IMPORTANT INFORMATION 8r. GENERAL NOTES
These notes are provided to ensure proper installabon of ROr'da Extn..:ders Miiestone
products and must b<! followed funy,
GENERAL INS'JAlIATlON INSTRUCTIONS
GLAZING (TV?.)
(SEE ~STES)
r
t' ~:N.
5MBE;.TIMEN T
(\oIOOD SeREV)
I
..<'1 \ .....~....~'.
SHEA THiNG
BY DTHERS
FIN TYPE /' J/ / l C~UL~ BETIIEEN
II'NDO'J ,RAME ~ II.ND','J FIN
1. JAMB. / ~ SHEA THING
?ER.,~ETER _ INS:AlLATlON A,~CHOR
CAULK #8 IIOOD SCRE'. SHO'JN
BY OTrlERS STUCCO BY OTHERS
SECTiON 8-8
1
.1--. 'JINlJOII_l
I II]D~H
,I At
GENERAL:
:1
~~
ANCHeR I !
SPACr,NG II
(SEE BELOII)! i
--.- f.'
W'INDO\", T 'I
HEI,GHT II i
I
I I, D.C 5) ALL INSTALlATION ANCHORS ,'1UST BE MADE OF CORROSION RfSISTANT
/ .- Iln Lk':. ,'1ATfRIALS OR HAVE A COR~OSION RfSISTANT COATING APPLIED SUITABLE FOR
d 31 'B THe ENVIRONMENT ANDIO~ FRA,MING MATfRIAL, WHERE A,~CHORS ARE USED IN
, PRESSURE. PRESERVATIVE TREATED WOOD. THE WOOD SUPPUER SHALL BE
i I CONSULTeD FOR ~COMMENDAnON OF ANOiORS CO~1PATIBLE WITH mE
EQUALL Y SP~CE PRESSURE.PRESERVATTVE TREATI<\ENT PROCESS USED,
II ANCHORS (TVP'! 7) All. FlELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE;
I I & a) 3/16' IN DIAMmR FOR #8 WOOD SCREWS. AND
/ : b) THE SHANK DIAMETeR OF THE NAIL ROUNDED UP TO mE NEXT STANDARD
: I DESIGNATION DRILL BIT SlZE.
d ! 8) WOOD SCREWS SHAll. MEET ANSI BI8.6,1 D!~IENSIONAL REQUIREMENTS,
I 9) NAILS SHALL I.EET AS1l'1 F 1667, "STA,VDARD SPECIFK.ATION C<lR DWEN
I I FASTENERS: NAILS. SPIKES. AND STAPLES."
A"-"; Ii 6' MAX, ~ 10) If WOOD TENDS TO SPLIT, PRE. BORE HOLE r.s FOLLOWS (PER NAnOML
r J I (TyP') DESIGN SPEOFl(ATION FOR WOOD CONSTRUCTION REQUIRE~1ENTS):
~ 6' M~X (N) ~; ~~~~f..~~e;:;s. '#:::'~~~~~Tp~L~~~OLE,
F L EVA T ION 0) OTHER NAIL DiAMETER PILOT i1DLES NOT EXCEEDING 75% OF 1l1E NAIL'S
DIAMETeR AS REQUIRED,
11) WOOD SCREW ANO NAIL WITHDRAWAL VALUES USED TO GENERATE
FASTfNING REQUIREMENTS ARE SASED CN SOU1l1ERN PINE WITH A SPECIFIC
GRA VlTY OF 0.55.
12) WOOD SCREWS AND ~AILS SHACL NOT BE MIXED TO FA51'l'N THE SM1E
ASSEMBLY, -
13) WOOO SCREWS AND NAILS SHAll. NOT BE USED TO FASTEN ASSEMBLY I~TO
THE E~D GRAIN Of WOOD, -
M'CHC,R I
SP.~CING --1
(SEE B<:LQII) I
VIEWED FROM EXTERIOR
HEAD SI' L !, ~A,~.B ANCHOR SPACING (TO 7D PSF DP)
\~'OQD seRE!,,';1 24' D,C, MAX, (Typ,)
T'';O BY '.ODD
- BY OTHERS
f--- l'MIN,
EHBEDMENT
(IIDOD SCREII)
SECTION A-A
,<AlL, r Cl C ,"AX FeR ..JAMBS AND
,0' 0 C, ~,AX. FOR -1E~D ~ SILL
"
~~
go
,,'"
15~
~~
,U
~::l
~~
~~
/~~~~~~:~~~\;;: .
I~f!,. . . .:~ '. IREVlDESCRIPTlON1 DATE INI
ff};' ... rT131 IlI:V'StlY'iO~rT TO , I
1\,/,' , '<:..__ [ADO REOU,REMENT'O 10/./03 R~A
'l'--J>.. """'''''''', US€ ADHESM: CAJLK
\ ~~'~} 7. ,"!~:! f:t J AT SHIM ,-OCA Tl0N
'\~~~~~~h~'<~~~~~'" C 1~~i!z,~gJ!jC~~~L ilV10/03 RJA
FLORIDA EXTRUDERS 1~~~~Ntl~1'lf"~~
C<l<\1F1CAn: OF AUTHORIZAnCN NO, .2'5 SAJ.'Ii'FORD FLORIDA
TITLE: I~ST~LL~TION DETAIL '''/#8 SCREwS OR N~I~S
SINGLE HUNG FIN wl~DOw - SE~lES 1000, 1500, ~ 2000
DRA~ BY: Ell I APPROVED BY: R~~
DA.TE: 1,,/10/03 'SCALE: N. T, S, ID'/fC.:FLEX0026 SYT 1 OF' 2
[SEE SHEET 2 FOR CONTINUA TIC~ OF NOTES)
1000 S.H,
JAJoi3 (TY? ,)
riX2XU8 1000$,",
~ rUSE MlilLlCN JAMB CTY~) l
1 n rr:. ,a x l/2 SEl;'~
T APP!NCi $MS
I ~
"~
-----:8==
tdJ .- itS X 1/2 SELF
~APP[NG S"S
'Y -;lj
\
L Ita- ;( )-1/2 SELF
i APP:NG SM$
r ~u~rf '~l~~~N
HORIZONTAL SLIDER
MASONRY (FLANGE)
TYPICAL MULL INSTALLATION
CDNCRETE OR~AULK BETIIEEN ',.IOOD [NS'A_cA'lON '~C..."R IMPORTANT INFOR.MATION &. GENERAL NOTES
& ~ASONRY OPENING BUCK ~ ~AS v ~8PE~ING 3/16' DIA '~~prR
r BY G"tHE~S BY OTrl(RS (1'IOTE 12) r.. These "'otes are prOVIded to e.n$u:e proper Instan~tOf1)f :10rca Extn..ders MJ(estore
~ ONE EY '';OOD ~ products and must t.e follO'Ned fuly GENERAL (CONT),
BUCK BY JT"ERS~ I I - -
(NOT 6 & 7) <I t:, I ~~l{~~M~~ GENERAL Ir,STALLATlON ,NSTRUCTTONS 7) APPllES TO ALL NON-STRVCTURAl BUCKS LESS THAN 11/2" 1l11CKNESS. NOT
C~ULK BE;"E;:N '<\ - - INTENDeD TO LIMn TO NOMINAL ONE BY WOOD BUCK ONLY, BUCKS GREATER
II ,~D~~o6 -~~c~ l~ SHIM AS REQ,O AT EACH l~S:AL,;-,,'ION A~CHOR Nf'" _C.0 BEARlNG SHIM "AX, D. TYAN I" NOMIMAL (314" THICK) AND LESS THAN 2" NOMINAL (1 112" 7HICK) WIll
~~> 0-7" r A,cOWABLE SH.M STACK TO BE ,,4 , LC.:::, REQUIRE NAI' lENGTH SUFFICIENT TO 'IEET EMBEDMENT REQUlREMENTS Of
I 1/4' S"IM _ 2) USE SIUCONlZEO ACRYllC CAULK BEHIND WINOCW F:ANGE AT cEAO & ;A~lBS. SILL ~OTE 6 '
I ' '-- SPACE "AX I ,~t,;ST BE AITACHEO TO THE St,;BS"RAH WITH VUlJ(E~ 116 ADHESIVE CAULK OR ~, ALL INSTALlAnON ANCHORS MUST BE "''''DE Of CORROSION RESISTANT
I if ' -..... 1 APPROVED EQUAL',APPUCAT10N OF VULKEM 115 ADHESIVE (j1,U.K AT FRAME SIll. MUST ~TERlALS OR HAVE A. CORROSION RESIST. ANT COA.TING APPUED SUITABLE C<lR
'I -n COMPLy WIT11 SEALANT MANUfACTURERS RECOMMENCAT;:O/'.cS THE ENVIRONMENT AND/OR. fRAMING MATERIAL WHERE ANCHORS ARE USED IN
II II I t\C 3) USE SIUCONIZED ACRYLIC CAULK FOR PERlMETER SEAL AR.)c~D EXl ERlOR OF PRESSURE.PRESERVAT[\'l: TREATED WOOD THE WOOO SUPPUER SHALL BE
ST uceo ,I i L1:.:I NiNDOW FLANGE AND TO SEAL HEADS OF INSTALLATION 'ASTEI,ERS. CO'lSUL TED FOR RECOMME.~DAnON OF ANCHORS COMPATIBLE WITH THE
BY J'HE<S iMiI n \ I 4) FLORlDA EXTRUOERS 1000 SCRlES HCRlZON'AL S.JDE~ IS S><C'hN PRESSURE,PRESERVATIVE TREATMENT PROCESS USED,
I, I~j l 5) WINDOW FRAME MATERIAL ~Lur~INUM AllOY 5C6J 9) ALL FIELD SUPPUED HOLES IN THE FRA>1E (IF REQUIRED) WilL BE 3116" lN
PERI"E'ER [SWL.......! 0 S"'I~ ^S <[Q D I DlAMEER,
CAULK I I CS::E 'OTES> ~ H ANCHOR lNSTALLATION INSTRUCT:ONS 10) WOOD SCREWS SHALL MEET ANSI B18 6,1 DIMENSIONAL REQUIREMENTS,
BY OT~ERS I \ (BUCK 11) IF WOOD TENDS TO SPLIT. PRE.BORE HOLES r.s FOLl.OWS: #8 WOOD
'. H HEIGHT> GENERAL: SCREW. 1/8" DIA, PILOT HOLE ll. flO WOOD SCREW, 9164" OIA. PILOT HOLE
('.<),DOII '~ I ,A G" TY~" t\ 6) MIL ~nACHMENT Of NON.STRUCT'JW OM, BY 8UCK IS 4 '~OM EACH CORNER AND (NATlOML DESIGN SPECIfICATION FOR '11000 CONSTRUCTION),
H(l~.. n / 1 L w~N~O~ FRA~€ ~ 13" ON CENTER L:s-e A HARDEJ'.ED ....~AIL' INITH A 0 C9-' DLA..~1ETER A!4D 1 3/8" LENGTH
GLASS (TYO)....J \~ HEADER liS" EMBEDMENT), A HARDENED 'lASONRY NA.lL' Wf'H A 0 lIS" DlA~'cER AND 1 h" 1/16' DlA. TAP~ER CONCRETE SCREW (WITH NON-STRUCT\JllAl ONE BY
I ,SEE ~CTES> I, LENGTH (314" EMBED"fENT; OR EQUIVALENT WOOD BUCK)'
!r ~ ! t\ CNE BY IIOOD BUCK By C~"SRE"E u<
, --===;1 ~ 01"H(:RS (NO~E 5, !!.. 7) \ ~ "iAS::;\R'" :;P(~:NG :2) WH€RE WINDOW IS [NSTALLEO IN MASONRY OPE"llNG "V!;rl A
, , \ B II \ BY J""ERS NON. STRUCTURAL ONE BY '11000 BUCK (NOTE 7), USE A 3/16" "LA. TAPPER
I ~ R'cD Y'NYl ~BUC< w'1J:n"':);7~~\ ---' ,-,/.01' M1N C:::,."O~NOC~, ::'EOSN~~E~ROCFO~,UCFRRET~~.'\jT l~, TO ACHIEVE MjN. EMBEDMENT OF 1~1/4"
~ \ c'J. I . _ -1 \--- E~:aCME:NT r .'1' i"~ '"
PERl~nE~; I ~ GLAZING BEAD 'lA~GE 1 YPE SPACE MAX I r \ IJ) SEE SHEET ,FOR TAPPER INSTALLATION A,~CHOR lOCATION CHART LETTER
I"'AULK Il (iY?, \,.II~r;a" FRA,"1E SHr:-f AS REQ D I \ I DESIGNATIONS ON THE TAPPER lOCAnON CMART INDICATE WHERE TAPPER
By ,,"'HERS -'\ i 1'1 rLANGE TyPE JAMB ~SEE- ~OTES)', \ C> 'I CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE ElCT'ERlOR
"' ] I ..:NDCV FRAM( INSTALLATIJN ANC~OR "" I.....!. [ ELEVAnONASAKEY,
i \ I SILL 3/;6' D1A, TAPPER:D~ ~' 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING.
, , , - (',OTE 12> II I '7 I INC. WllL BE USED, TAI'CON (by ELCo TEXTRON INC,: OR mEN (by SINPSON
, );;' I j~ RIGID VI~YL . ~ STRONG. TIE) CAN BE SUBSffiUTED WIn-; THE FOLLOWING UMITATIONS FOR
, <I '-' GLAZI~G BEAD J'" 'HE ~ORIZONTAL SUDING WINDOW SIZE D24. el245, D2S AND D26:
"3% 3L.t:.SS <TYP) I) 11 X a) I:\iSTAlLTWOAOOm01'lAl FASTENERS !N HEAD OVER CHART
(SEE ~D'ES) \ i Ii: / \ REQUIREMENTS ATLOCATIONS A AND~,
CAULK BET\.!EEN <I I <I ' ~I'I' i \. <:7 15) ALL 'lEMAlNING FACTORY APPLIED I~S1ALIATION FASTENER HOLES NOT
1,1NDOII 'I.ANGE / t 7 \ II 1,1. USED FOR TAPPER CONCRETE SCREW INSTALlATION SHOULD BE FILLED WmHS
~ PRECAST SILL , ::r:\\ ii' WOOD SCREWS Of SUfFICIENT Lm, TO PROVIDE MIN. S/8IN E~lBEDMENT I!'iTD
\,'/VUI ~E~ 1'6 ~ ! Scr'CT,IO" ^ A - WooOBUCK,
ADHES.IVE CAULK f'RECAST SILL..J I' t", - CAULK BETW'EE~~ .!!y :.
OR A??ROVED EDL BY OTYE~S III~DOII F'_ANGE ': I #10 WOOD SCREW (WITH Sl'RVCTUW lWO BY WOOD BUCK);
I-- ';/ \,/, -i ~ ..DOD BUCK , I P
I ^ I P(~IHHER Ii, ~ ;6) WMERE WINDOW [S INSTALLED IN M.~SONRY OPENING WITH A STRUcnJRAl
, r- ....--, I CAULK STUCCO --.-I ' I :WO BY WOOD BUCK, uSE #10 WOOD SCREWS (ANSI BI8,61) OF SUFFlClENT
; A 8' C i D i 8Y OTHERS BY O'HERS I' I lENGTH TO ACHIEVE 1.3iB" MIN, EMBEDMENT INTO THE TWO BY WOOD BUCK,
TE+ ' I I I lit -----cllrNDo'~,II,rDTu) ~ C4vL~ 3H"/EEN 17) #10 '11000 SCREWS SHALL Be INSTAUED AT ALL FACTORY APPllED
E , ' .. ...,,, '<lOJO BUCK ~ INSTALLATION FASTENER HOLE LOCATIONS.
S E CTI C i\i ~AS'Y OPE~[NG 18) WOOD SCREWS SHALL VOT BE USED TO FASTEN ASSEMBLY INTO THE END
I..I,..HG i ;$ I # { cl~~"'~; ii:JJ" ""'" o~,~_ [;"~~',,,ro'~~n"~~;]
+ ~ .- H' q /'f::"'<~;;..~}&a..{..,,>.'" REV DESCRIPTION I DATE I IN! FLORIDA EXTRUDERS INTERNATIONAL. INC
. I 'I 0" ,.['~ ~ -r: 2540 JEWETT L~E
I B 'B i,; {l/J t,t' B [CORRECTED 'WC ',Q'r!lO/16l.J3!R 'A OER1'F'C"E)F AIfl"OR'ZATlON NO, 92J5 "'A~'FORD, FLORJDA
I ~ ~ " '_~_,,~__,,--f-. .~_.. " Jc , 6 AND C....A~G(D I :. ....J <.,.lt1.n .
3-1-1 J ~ - ! l;<"'?' . '" - I' _OCA"ON ON ,"""O?S, I
~ It tj \ ~....\, . ~{'\Z-i~0;V) ON 2, 320 'NC')O I i TITLE INSTALLATION DETAll_ ,1/ TAPPERS
...L.- ~:: \, '. , -. : "'GH HnRZ. S! lD I NG FI ANGE ,,.) I NDC'I,/ SER I ES 1000
EI ~\/ATIO~' ! ~~ ,';;",,~~:;:"I.'~\':~:,){..;,::> C'''''S<D'D-23,57 "2/l9.'03IR 'A
t. I~ A-----.J ~~..,I':\:'~(..,,\>' ~~gEg:g~€~~-ig [' I ~ D!<Air.-! BY.PP APPROVED ByRuA
VIEWED FROM EXTERIOR . .....".",.. O'E BV BVCK CALC-C\'-.I I DATE: 12/19/03jSCALE: NTS DWC: FLEX0020 SHEET I [iF 2
ANCHOR INSTALLATION INSTRUCTIONS 'CONn
lCOO Si1 ~ r 1 x .: x 1/8 000 Sri l r 1 x 2 )( 3/8
JAM' \n?) , r:=::t:::'] TUBE: MULLION JA"" ( Y?; " ~ 'v.E: "ClllON
~ I r-'8 x :/2 SELr ~ r-j!r::
R >rAPPING $oMS
r==U. J ~
~
#8 X l,2 SEU"
l' APP'!NG SM$
lin
,jj~
\<;
\<;
_ ',j ..::J!
"L ~1~BacT rt~~HM
'- 1:8 x l-'/~U~tte~
iAf'P1NG SMS
\ "'L ~~~t~' rt~:~g"
, .. \o(UlUDN
'- +IS X 1-1/e SEU"
~ A,oP;NG $:-iS
SECTION A A (2)
SECTION A-A ( 1)
r1 x 2 il16 X ~!8 ~;l X 2 7/16 x 3/8
=.b TUll€: !o1lJL_IJN 1000 s"'~......, TuBE f<lULUON
..AIA~O~T;pk) --\ I-! I ..p,/'lB <iy?) \
~ I I W: "8 x 1/2 srl' ~ I ~ ,. x 1/2 SEl'
TAF?::-iG SM$ TAPPING SMS
i~
~i
J.L
~
r
I::
P)
\ "" r seALANT llE.T.....E(N
~ '"-- W':NDO'w' ~1.ANGE:'S
!l. l".!JLl.1CN
~B x 1-:/2 SElr
i A?PING Sf'o'lS
_SECTION A-A (3)
'5)
~ """'- r :>EAi..ANT BETVUN
'<- IoIU..DC,-, r:,ANOCS
r. ~ULL10~
ij8 x j.-l/ia SELF'
.. APf':i:NG SMS
SECTION A A (4)
~l X 4 X 3/8
TUBE MULLION
r- ,
I
II r--II 1
Ii i:
,
1 X 4 X \/8
T\.JB:E MULLlON
i
I
I
,
I
i;<==
. I ~ .-- ~a x :/2 SEU.
TAPPiNG Si'o'IS
'i~
, ~
lc: \ ';))
\, "-L SEALANT S(TVt:EN
\ :l~ef~ID~LANG(S
'---!f8 X 1-11& SELl
T APP LNG S!o'lS
SECT'ON A A (5)
l~OO S-H'--'I
":A,"1!1 (n?,) I
\
=1
r==L
.JAM~'JO~T;prl) I"~
i,
,-I ~..e x 1/2 SEU.'
~ APPING SMS
'IL,
~
!
(C; \ :l!
\. ". f SEALANT ,ETI/EEN
\ 'L W'!NDC'tI r:...ANGE:S
"- ~a X 1_1~/~t1frN
"APP/NG SMS
SECTION A-A (6)
lJCO S,/-oI. -.., 1 X 2 X liB LOOC S,H. \
~AHB (TVP) \ "BE _ULllON y^MB CTY?~
; r-l;r:.. os x j/c src<
: A.PP'tNG $folS
~II J~ ~
r- 1 x: 2 x 3/6
rUlIE MULLION
h=
"
'I L~
449 X l/~ SELF
1 AP?ING SMS
,
.....It:
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\:~ SOl.At.1' 3(T1JEE:N
"---L- IIrN])CV FRAME:
" MULLION
148 X )-112 SELF
... A.PPt/'lG SMS
SECTION A-A (2)
HORIZONTAL SLIDER
~, '"
\:~ SEA\..AN1' B(':'V'::E:N
"---.l- 'or'lNDCV ,;<:AM[
.. MUllICJI<
t\.$ ;( l-VZ SELF
TAPPiNG SMS
SEC:iON A-A (1)
~1 X e 7/16 ;( ue
~,:;cO S H -, TUBE fo'1ULll;JN
JAM' mp)~IIJ~
FRAME (FIN)
S>1E A "':',-1 Il-jG ,~~ ~ T"JQ !Y \,/000
CAULK BET',.IEEN BV JT~ERS:Jtl ~~:;; t\ 3Y 0 HERS
III~DO'. ,IN ~ --........... . ~ Q
['ST~l~:E:r~~I:~CHOR --..........fC.. 1)11.1 \~~~V\
#8 '.OOD SCREII SHC'''~ ---- .. J j I V I
STUCCO OR '( 'V
SIDl~G BY __________ I. : i I: , 1/4' ~~X
OTHERSf- : III --.r SHIM SPACE
'~';1!~1=1 II~' J1~.
"ti!::'..i\Z: -" ~ P ~,~,~;1\?;
~] I I FIN "yoE
I '.,.,'L~JOw FRAME
; I H(AJER
I
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_M'll 'TYPl ~' TUllE MULLION
ItB X 1/2 SELF ~ j G itS x lit? SELf
... APPlNG S~S T ~PPING SM$
~ l~
1"'0" '''D' . f-- 1/4' ~AX,
;~ ~Y'"';DD .~' ,H l i SYI'i SP~ACE S~~~~/~~~EEN
BY C~HE<S I i ~ SHEAT~ING
S~[M AS REQ'O I, \ /
(SEE NOTES) ~ 'y i I
---....... //\ il/\ i
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I 11\1; ~(\v'~cRn/)
.~~
.(1.... ',-/
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(SEE NC ES) ! f CAUl~ I ~HEATHING
/ BY OTHERS BY C-HERS
,I~ PPE II.NDOII.J STUCCO OR
,<A,~E ~~MB SIDiNG BY INST ALLA TION ~NCHCR
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S(CTIO'l A-A (3)
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"-- ~1~~~~T F~i~~ttN T API' ~NG SMS
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1 AP?!NG $l-IS
SECTiON A A (4)
SECTION A-A (7)
I1llilLL "\- ~
tX4X3/B
TUB€' MULl..[ON
~lX"X1l8
":"\JBE ~iULL1CN
, ,I
'I I
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II '
1000 SoH, --. I! ~CCO S H. -,
JA"~ (T(P)~' I i ~AM~ CYP)
~ V'a x 1/2 SEL' =
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'-- \irNDCIr' n~A~(
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SECTION A A (5)
r-'
1
I
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i APP!NG StolS
!~
I' i I
Ii II
I I!
,I I,
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I II 'I S._C
, I' I
I 'YI L~~~gtEB~ILL
I PER[~ETER Ii C;-HERS
I CAULK~ !L
I BY OT"ERS 11-..._' ~ lI4' SHI'l
I I I ~ ~ lSPACE MAX
- '-oJ j ---L...:.
INSTALLATION ANCHCR II :~I'\!
#8 IIODD SCREII SHOIIN ~, I \.- ShIM ~S RU D
STUCCO JR .J- "i. n-ITI~- ::> \ (SEE ~OTES)
SlDINGBY ~II:I
OTHE% I J I ~
, "'~ L N
CAULK BETIIEEN I i'5 51 ~ l:
W'l'JDOVFIN ET -~:i~~ o...~
~ Sc<EATHING ii ~~~~~ :.. e ~T' 'D ~ g
~ ~ - BY '.ODD a bi
l.r. ~ BY OTeERS ~ 5
,U
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ViEWED FROM EXTER'OR
HEAD SII I ~ JA,MB ~NCHr;R S?AC;NG
::J!
II IN DO'.
riEIGHT
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'-- 'W1NDC..... rRA!oI(
, MUlL zeN
"8 X H/2 SELF
T APP!NO S~1S
SECTION A-A (6}
<,.;OOD SCRE\.,(' 24~ O.C ~AX, - TO 7e ='sr I:.P
SEcrON
8-8
.N~IL 7' C,C, ,~,AX - 46 PSF "J 7e '"SF LP
,'~AILI 10' [:,C. ~AX, - TO 45 ps=- r: p
IMPORTANT INFORMATION &. GENERAL NOTES
These rotes are pro\'ided to ensure proper installation of Florida Extruders Milestone products and must be
fOllowed fully,
GENERAL INSTALLATION INSTRUCTIONS
1) SH1M AS REQ'D, .AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX, ALLOWABLE S,'1IM
STACK TO BE 1/4", APPLY A BEAD OF VUlKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT :HE
FASTENER cOCATIOl'< PRlOR TO INSERTING THE SH1M TO ADHERE THE SHIM TO THE SUBSTRATE
AND/OR WINDOW FRAME, FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAMe ARE
REQUIREO
2) USE SIUCO:-'IZED ACRYUC CAULK BEHl.N'D WINDOW FIN AT HEAD. SILL & JAMBS,
3) USE SIUCONIZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTERlOR OF WINDOW FRAME.
4) WINDOW FRA'''E MATERIAL: ALUMINUM AUOY 6063,
[SEE SHEET 2 FeR CONTlNUATION OF NOTES]
SECTIO'i A-A
'" "".
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REV DESCRIPTIO~ iDATE lINI
B REVIStD NO'E I 70 :' "1'/83' R 'A
ADO REQU:REMEN- TQ i"" I! ' '-"
~~e:S~8:€lS~T~~/~~ I I
C IREV'.S€i> NO,E 5 -r-. "l!o/03jl RA
REV'SED NO'E 6 Am [12 I! 0 ,~
rTITlf TO ,~EF;'C:CT ,"'A'L. II
AL TERNA TE i I
FLORIDA EXTRUDERS I11~~N~i~1~L'J:~~
CE"""'CA", OF AUTHOR'ZAT'ON NO. 9235 SANFORD FLORIDA
TITLE: INSTALLATION DETAIL 1,//#8 SCREWS OR NAILS
HORZ SLIDING eIN I,/INDnW - SERIES 1000
DRAW)< BY: BE I APPROVED BY; RJA
DATE: 12/10/D3ISCALE: N, T, S DWG,: FLEXD028 SHEET 1 or 2
r Ty?!CAL V~RT1CAL TO i-<OR;ZQN"'Al ML,llUON TO ~UlLlON
L---.- ,
2 X 4 X 3/8 'Fl i f 1
TcBE .~UlLION \ 1'./: --' ....., II I
i :NS':"',<\'lL.A rrCN SeRf:'" --- , "
'I I ',~' I'-TER,~~L CLIP
1000 S'H~\' j' I
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f~ I #8 ;( UZ SElr I
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P,PPiNG SMS
A-A (1)
\e;
s~~~~~~ ~~~~~~ j/
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SECTiON
SECTION A A W
JAM~O~T;pj ~
r ~U~E2 ~~I~lC~ 1/9
\'0
-=6: x. 2 7/16. X 3/9
1000 S~~ TUBc MULUON
II A~B (np:;
I ,..----,
"i r.. l*S x 1/2 S(l.r r. ~B x Iii? SEL'"
':' A9PING S"~$ "T APPING SIolS
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Se:AL.ANT 9tTY'tEN \
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SECT,ON
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A-A (3'
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SECTION
SECTION A A (4,)
i r 1 II ~U~(4 ,~~Lrl~N
" II
II il
JAH;Q~T'.s,;,';~ '\. II
r :i
1fF=
,i ~ ..-/ ~3 X 1/2 SELr
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JAMB <lYP') i
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CETAlL C
UXI' Rv ?' TF APPUES TO ~EAD <& SILL WHE:R~ , ~ X 4- ~
r- i~ao p,w /"DE:SIGNER r lceo P.'WJUES!GNER A 'A, A I
! om & 2" X 4." rUSE MU':"l...ION$ ARE USED
~2~~',~" ~.'[~~~i'~'~' ..,~~~vrr'," DETAil C '11fT r-SHEATHING
,JI .il II 1 x 2 x lJa JI .11 I X 2 X 3/8 4 y
,-.. ,( 'uaE: "ULLlON , ~~ "r T~3E "ClLleN <.,~" 'I - - 11' 'lNS"ALLATI," ANCHC. ,a I/COD
," I S"AJ.. /o\i 9(""'-.1-<"'" I I -it '/ ' I StREIo" (n~,)
~ RH ~:~~~~l(.lANGtS \ ht=4 ~ I - II
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t~B~~,';'LANGE' '-lOCO $H, TAPPING SH$ \~ ICCO SH, 'APP1NG SMS I I I
StAl..ANT 3(TIo"E:(N~(AD (TY~> HEAD (TY?) f \ L-...-....... I
'\ ~I~~e~ld;.lAMCES SECTION A-A (1) SECTION A-A 12' r ~it~ p(7~~~(s[GNE. 1 jlT- "'"'"
,1000 ?I.I/DESIGNER ;1000 P"';/DESIGNtR~' , I ~//h-
I SILL (-Y?) I Sill. C"'Y'P> .r-li8 x 3/~ S'EJ I I ~""\. Y/r-- A. , r
, l /:e x 3/4 SELF' l' /:IiS:)( 3/4 S(U. L / ~AP"'l:-iG s~s 1,? -======- '
, TAP"lNG SMS -APPING SMS ' ,2 x 4 x 3/8 r, N- \rll/ L- .\~/
I - -rl x 2 '/li) X l/a r 1 't 2 "/16 X 3.tB-Ji 'IY IJ / TVBE: MULLION ...
Ji'llI "11 I luaE HULUON Ji'III" II/reo< HC'-_'"
1 r' Ii q:f [
1)'- . '- J I WC~1 BETVEC" fl L I I ~~~ ",,00 \ I 1 ,,:;-::l II II
_ L-- ~l~~~~IC~LANGd'~ i .6---J & \,otUl..~ ON \ I r -- Efo\B;DM~~; I .E~
il j I 1111 II I II .. l ~I I'E\"O mo. EX-ER'OR
r ~, 1 ~ .::!WIL.9 APPLIES '0 Hr.<o · "Ll W"ERE " X "
& ,. x: 2 ., /~ $' TuSE MUUJQN$ ,loRE V~ED
' ~ .. X 3/4 SEe< !, ""'-.8 x 3/' ste< L ))?f
'" ""''''..~
'-- 1000 S.H, TAPPING SJo'lS: '--- tOOO S- H. TAPP;NG s.~s I --'--
H(A.D 01'1'>'; HEAD (TYPO.) ~ Ita x ),14 S(U' '~~.
SE:ALAN1 aCTY-:::t:N ~C, ION A ~ SECT'ON A-A (4) \ TAPPING SM$ ~ i_ l~;;'\'~r:ol'l ANO<Cll:
\~l~eE~lOrNLANG[S \-lG(lO SoH, SECT1,)N A-A (7) ~~:i~:~"OCl.$l:R(V
r ,000 P 'vi /D(SIGN(R 5(Al..ANT llET'or'(t:N r lCOO P,'."tjDESlGNER '-'(AD (T"?)
~ SI/L_ (T,Y.P'X 3/4 SEl,~l~~~l~LANG(~1 I SILL (<YP) , J ','
I rijex 3/4 SnF i )
\ APPjNG SMS IL / TAPPING S,"1$ ) f;r~ ~w;(~7j(. p E ~I //9< ~lN
\\1IJ,)I";' 11, r ,"Wll r~:'€\~l~]/11~IN \ J'lil i r;L~E4:Cl~:r~'i: itC'~o;o;:~.3t;iiJ ! '"","',;
IFLORIDA EXTRUDERS ~~~~o~~'ERo~WI
(' , l ..,':./ ' lNTERNA TIONA1. INC '
I 'P\J ,y)~~, '.'." ..,.~ ", ..----.- IITITLE,SER 1000/1500 FIN SHEET 1 DF' 2
'-, ,,-r I -0 '~.>- HORIZO"TAL MULLION SECTIONS
If ~ ' '''''''~' I SEE OTHER Sj~E (SHEET 2 OF 2) ,QR
~\ "--.. x 3/4 SEl' I, "",-,. X 3/4 SEJ :: O."'~' ~)9< I DESIGN PRESSURE CAPACITIES
"'-- ,':lOC $H, TAPPING $I'1S "---IQOO SJ-oI TAPPING SMS "" 7 ..)' ~v"..;. ,
HtAD (T'r?,) H(AD <iYP> "tV\I <\\ .~v\..)" iDRAWN BY. MSH : APPROVED BY: \4AB
SECTION A-A (5) SECTION A-A (6) ~ 'DATE:12/I1Q3 ISCALE:NTS IDWO,: IHMFIN
r 1000 P,I,/.JDES1GNER
I S!U. n::)x 3/4 SELF I
I / i~PPINa $MS 1 X 4 x 3/3
i('f'f III OU II r 'UBE "UlllCN:
l~ ~ . II
I JI I ]1 '
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... APPING SMS
1000 SoH,
HEAD eiY?,)
SECTION A-A (6)
-1
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~- EX T ERNAL H1..il...llON
./' IN'SH,LLA"-ICN CUP
MlA..UOI'j
~
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8
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IFLORIDA EXTRUDERS111~~1mW'r.E\~
I SANFORD FLORIDA
TI'l'LE:SER ,000/: 500 FL~NGE SHEET I OF 2
VERTICAL MULLION I'-TO HORIZONTAL
'.. '/;'~~:'i!).
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a, M.Ull1!JN
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T,<.P?:~G $MS
SECTION A- A (Q)
SEE DTHER SIDE (SHEET 2 [iF 2) FDR
DESIGN PRESSURE CAPACITIES
'DRA~'N BY, MSH r APPROVED BY: IU'.B
DATE: 121 1 103 ISCALE: ;'-HS ,DWO.: 1 \/MHMFLG
---SE.AlA.N1' aE'f'>J€:EN
VINDCIJ f'~.ANGES
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I I i INSTALLAnON CLIP
-"" U TYPICAL MUlliON TO CONCRETE @ HEAD
!>lULLlQN -/'" I ~ I (APPliES TO rloo & S1LL WHERE 1" X 4-
.lly- 8< 2" X 4" TU Bt MU'_LIONS ARE USEO)
1 JI INSTAU.ATl!JN I'.\NCl-10R
3d1$.' V,A, , APCQN
S::R(1tI ANCHOR (TY?.)
m"N~ i r' ~~
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, SANFORD FLORIDA
!TIT~,SER 1000/1500 FLANGE SHEET 1 OF 2
I ~ERT I CAL HULL I ON SECT IONS
SEE OTHER SIDE (SHEET 2 DF 2) FOR
1 DESIGN PRESSURE CAPACITIES
!DRAWN BY: MSH I APPROVED BY: '. liB
DATE: I 21 1/03 ! SCALE: NTS jD'i'I'G,: 1 VMFL G
DETAIL C
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APPLIES 10 riEA:) &: SJLL WHERE 1 " X 4 ~
& 2' K 4' TUBE \IULlICNS ARE USED
APPliES TO HEAD &.: SilL WHERE 1'" x 2-
& 1. x 2 7/16" TUBE. MVll.iONS ARE '-.>ScD
~
r lNS'" 4LLA nON ANCHOP
,m,,' -1~:<~-"
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A~XllIARY PLATE
(FeR: ADDlT It::NAL A.NCHORS, .....HE},1 ~EQU;Rt.D)
~1
"~~c;-~~==e~ i
L.2-.J -i
EXTRUDERS ~~Nf~~#'L.t~~
SANFORD FLORIDA
TI'l'LE:SER 1000/1500 FIN SHEET 1 or 2
VERTICAL MULLION SECTID~s
SEE OTHER SIDE (SHEET 2 DF 2) FOR
DEsIGN PREsSURE CAPACITIES
DRAWN BY. HSH I APPROVED B'l. IIAB
DATE.!?/l/03 iSCALE:NTS DWG,: lVMFIN
I
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TYPlCAl MULLION TO CONC"E7t @ >JAMS I
(APPUES "TO JAMB WHERE .. X 4 ~ 1
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~~Ng~~~p MASONRY ~ I \ ~
~E7AIL 8
INST4LLATIOht A.NCl-<C~ 3/16.' DIA.
i TAPtDN SCR('w' ANCHOR (T'I'Pj
: '\ I r EX7ERNAl MULLION
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r Buel( BY OTHERS I
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SEC"ION
1000 $.H.
HEAD <TY?'>
Wayne A, Bloc k, P, E,
548 B Hwy 27
Clermon\. FL 34711
FL L'cense No, 52583
I
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FLORIDA EXTRUDERSI~l~'l~W'~~
SANFORD FLORID;
ITITLE. SER, 1000/1500 FLANGE SHEE7 1 [iF 2
I HORIZONTAL MULLIDN SECTIONS
SEE DTHER SIDE (SHEET 2 OF 2) FOR
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,
'DRAW'II BY: MSH I APPROVED BY. 'wAS
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~"'l1 rrNS"LLAT!CN '","OR
1.1 3/H,. D,A. T"-PeON
LJ I SCREW' ..NC><OR' (...tp.l
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S'CTION A A (71
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r ~~~Ol ~'~y~~ESIGNtR 1- k~t~ ?({'y~~ESrGN(R
r I
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HEAD (i'fP:; HEAD CTY?.>
~~~~~~T ,t;~~~iN SECTION A-A ( i) SECTION A-A (21
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rite x 3/" SELF r#9 x 3/4 SEL.F"
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WINDOW INSTALLATION
INSTRUCTIONS (MILESTONE)
MASONRY INSTALLATION
CAULK BETwED~ INST ALLATloN ANCHOR 7 INSTALLATlOI'~ ANCHOR -l_1I4' MAX SHIM SPACE 1.\ CONCRETE OR
wOOD BUCK & 3/16' DIA, TAPPER #8 1../o0D SCREw CTYP, \,.,IHERE I 1 1/4' MIN, ~r--~ MASONRY OPENING
MAS'Y, OPENING (NOTE 17) TAPPERS ARE NOT 7 1---iEMBEDMENT 2X4) 2X6, OR 2X8 'w'DOD \ /?---~ BY OTHERS
BY OTHERS \ CONCRETE OR } ONE BY \<I00D REQ'D, - i'-JOTE 22) , ~ ONE BY wOOD BY OTHERS (NO'1"[ 6) 'I
MASONRY OPENING BUCK BY OTHERS 6 BUCK BY OTHERS \
CAULK BET\-./EEN BY OTHERS 1 r (NOTE 11 ~ 12) I I (NOTE 11 & 12,2'\ mSTALLATlm~ ANCf-iOR Lj \
DOOR FLANGE SHIM AS l\ /' ~ #8 wOOD SCREI,./ CTYP) \ I CAULK BET'w'EEN
8< wOOD BUCK REQ/D ~ ~ 1\ ,~ (NOTE 23) HOOK STRIP g"
(ANCHORS SHOwN IN SAr1E ~ il 'w'OoD BUCK
CAULK B,Y ~ NOTES) I 1 1/4" (<AIN,t DOOR FRAME \ L:+- \t./OOD BUCK 8. PLANE FOR CLARITY ONI_ Y
~.~ . '1 JAMB / HOOK STRIP Ai'iCHOR HOLES
OTHERS, \7 'J EHBEDMENT., II ~/4' MAX, . ;" I I MB~SO'YTHOEPP~NING SPACED 2' APART ON I 1 1/8' MIN~,
. t>., :::,HIM S.Pp,CE SHIM A'" REQ'D, OPPOSITE FLANGES) ,:1 / \ ~ EMBEDMENT '"
c> (TyP) <J '",
--- :------. - ~ d.6 l) -r (SEE i'-lDTES) '"
~\-~ --'r----- ______ ~ 1--N III I S.LIDING GLASS DOOR -" .! i1, I, "-
~ j\' HOOK STRIP " ~ ,j f1
~~Ug~8ERS ~jl~ l I ,=,;, cI= \ ~ 1~~~~LkT~:J~~p~~~H~~OTE 17) "',n .I! \t: ~ 3/4' MAX
'\JIll) TEMPERED GLASS \1 <:J ~CAULK BET\../EEN G:ASS1 ~[l'~,-: L"""'~ -r
<TYP,) ~" DOOR FLANGE
INST ALL A TIDN ANCHOR \ Q W ~. & wOOD BUCK TEMPEr~ED
#8 SCREw 'w'OOD (TYP, --..J ~ <TYP)
I,./HERE TAPPERS ARE SLIDING GLASS PERIMETER -----."..~.... <l ~ -l STUCCO
NOT REQ'D, - NOTE 22) CAULK BY CONCRETE DR """"" BY OTHERS
L DOOR FRAHE 0 THERS , '~ \_ MASONRY OPENING .
HEAD ""l ~
___ S.G,D. wIDTH _ BY OTHERS SLIDING GLASS DOOR
~ STUCCO INTERLOCK
BY OTHERS H, DO K S T RIP DE T A I L
SECTION A-A
." ~~~~~R~fyp) I SECTION B-B IMPORTANT INFORMATION & GENERAL NOTES
v
'"
DOOR
HEIGHT
&
CAULKING AT FASTENER
HOLES REQUIRED
<SEE NOTE 2)
CAULKING &
REQUIRED
(SEE t~OTE 2)
SLIDING GLASS
DOOR FRAME ~
SILL
1"-'
i"--'
& I
rnl7~t
I '
!I! 1/2',6
. t Dj
,:,. I>T
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IN~ALLATIQN :NCHOR\.6
#8 \.IOOD SCREw '.t/PLASTIC
ANCHOR (TYP. IdHfRE
,Q TAPPERS ARE NOT REi)'D
ill SEE: NOTE 22> -..J
LlBERALL Y APPL Y
CAULKING UNDER SILL
OR SET SILL IN BED
OF CONCRETE (SEE NOTE 2>
SHH4 AS REQUIRED (SEE NOTE D.
, i
i
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\
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INSTALLATION ANCHOR
3/16" DIA, TAPPER
(~.lOTE 17)
CONCRETE OR
MASONRY OPENING
BY OTHERS
SHEATHING -
BY OTHERS
SHIM AS RE'Q'D
(SEE NOTES)
CAULK BETI,./EEN
DOOR FLANGE
8. SHEATHING
INSTALLATION ANCHOR
#8 wOOD SCREw
(NOTE 21)
I ~ I
~' 1/ \
/
~
STUCCO
OR SIDING
BY OTHERS
PERIMETER --.J
CAULK BY
OTHERS
IJ'"
':1
!J~
I
1-1/ 8' MIN,-.J
EMBEDMENT
SLIDING GLASS
L DOOR FRAME
HEAD
lr
',,- TEMPERED
GLASS
<TYP,)
DOOR
HEIGHT
&
CAULKING AT FASTENER
HOLES REQUIRED
(SEE NOTE 2),
CAULKING &
REQUIRED _
(SEE NOTE 2),
SLIDING
DOOR
GLASS
FRAME \
SILL
\
11 \
1I2~
t EMBEDMENT
I 1-1/4' MIN,
IJi
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.6
r-----
&
~
I
II/~,
1/ 4' MAX
SHIl-1 SPACE]
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t>
t 4
A
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q
b,
INST ALlA nON ANCHOR 1
'8 WOOD SC:EIJ IJ/PLA:TTC
ANCHOR (TYP, \</HERE
TAPPERS ARE NOT REQ'D, J
& SEE NOTE 20)
LI~ERALL Y APPLY CAULKING -.J
UNDER SILL OR SET SILL IN
BED OF CONCRETE (SEE NOTE 2),
SHIM AS REQUIRED (SEE NOTE 1),
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3/16' DIA, TAPPER
(NOTE 15)
CONCRETE OR
-- MASONRY OPENING
BY OTHERS
SECTION A-A
~ ~ rQ ~
f-. (/) ~ ~ _
(,::Jzw ~IJ)~ 1i1"~
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Y'oi=6 a~,,* z
ffiz~o w~!8Lt 0
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These notes ate provided to ensure proper Installation of Florida Extr1Jders Milestone products and must be followed fully.
GENERAL INSTALLATION INSTRUCTIONS
Al
1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4",
LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN
CAULKING OR SET INTO WET CONCRETE,
2) USE 5IUCONIZED ACRYUC CAULK BEHIND DOOR FLANGE AT HEAD &. JAMBS, LIBERALLY APPLY SILlCONIZED ACRYLIC
CAULKING 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 SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BET'vVEEN HOOK STRIP & BUCK
FOR POCKET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER,
5) DOOR FRAt-1E MATERiAL: ALUMINUM ALLOY 6063,
6) 'TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE
MASONRY, CONCRETE OR. OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4,2 AND THE ENGINEER OF RECORD'S
DETAILS,
7) FLORlDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA
EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS,
8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED
ON THE ANCHOR INSTALLATION CHART.
!
I
I
1&
rfl
BIB
I
&
;fI
;fI
&
I
A--l
EXTERIOR ELEVAnm,j
2 PANEL DOOR SHOwN
(SEE NOTES 8, 9 8. 10)
"..;.{>./('-.. ~.;. '"' ~,
,"/,1" t1 /.l/l,"" '. "'"
;__-j/P ->?:t ~(~:z '
,.'" -~'-t, ""... ,r.t'~~'(<~
<it: '~ :c.'A '7.(j \~
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:;fr"'" "", '>f
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\'t, '1'~(" 4 ~ 'I ,~i$
t~.:, ^ ..: ~.t,.. ;.~q
'; t,"\"",
';-l< :::~:~ .:",(,;..,
[SEE SHEET 2 FOR CONTINUATION Of NOTES]
REV DESCRIPTION DATE INI FLORID A EXTI=>UDERS INTERNATIONAL, INC
REVISED NOTES 1 2 3 6 R JA - .'\ 2540 JEWETT LANE
B 11, 12, 13, 16, 22: 23' &;' 12/18/03 , CE:RTIFIC,<\TE OF AUTHORIZATION NO 9235 SANFORD FLORIDA
31 AND ADDEO AND/OR TITLE." SLIDING GLASS DOOR 500) 1000 8. 2000
REViSED RElATED
REf:ERENCES AND/OR MASONRY INST ALLA nON \lITH (\jON-STRUCT URAL
ILLUSTRATIONS, RENUMBERED BUCK Ai'lD TAPPERS
NOTES 6 TO 10 AND
REVISW REFERENCES TO DRAWN BY: BB APPROVED BY: RJA
THESE NOTtS REVISED
I~::El ~~R;OXX DATE: l? /18/03 I SCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2
FRAME INSTALLATION
--------- DOOR \,jIDTH -...... f--1I~' MAX. SHIN SPACE
1__ __1__1-1/8 MIN, TwO BY wOOD BY
I EMBEDMENT OTHERS (NOTE 6)-~
,
i\ ~ TwO BY \,fOOD lNST ALLA nON ANCHOR I
\ r BY OTHERS #8 \.!OOD SCRE\.! <TYP) ---,
(NOTE 6) (NOTE 21)
(ANCHORS SHQ\,JN IN SAME
PLANE FOR CLARITY Ot~L y,
\ / I HOOK STRIP ANCHOR HOLES
SPACED 2' APART ON
..r- SHIM AS REQ'D, OPPOSITE FLANGES)
1( (SEE NOTES) I / \\ l///\~~Y;~~~~~ 1
. SLIDING GLASS DOOR,,\
HOOK STRIP ~
\ -L
/. \ INSTALLATION ANCHOR i 1 \ 1-", ~~~ ~~
-............- #8 Iw'OOD SCRE\.j 'I * '" ,", ~ 3/4' MAX
(NOTE 21) U It "'" ,,~"'<....... -
- CAULK BET\.,IEEN TEt0PERED ~ I I
DOOR FLANGE GLASS (~ypi ~~
& SHEATHING ~ SHEATHING
~ ) L-SLlDIN:Y G::::R~OOR
SHEATHING INTERLOCK
BY OTHERS HOOK STRIP DET AIL
GLASS
F RAHE -\
JAMB
~
CAULK BETwEEN
HOOK STRIP e.
'".jOOD BUCi<
"
~11
~(
~ i/f
,/ ~
L TEMPERED
(TYP.)
u
;
,J
GLASS
PERIMETER
CAULK BY
OTHERS
J
"
~
STUCCO
OR SIDING
BY OTHERS IMPORTANT INfORMATION &. GENERAL NOTES
These notes are provided to ensure proper installation of Florida Extruders Milestone produGts and must be
followed fully.
SECTION B- B
AI
\
GENERAL INSTALLATION INSTRUCllONS
;fI
;fl.
B
1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARlNG SHIM. MAX. ALLOWABLE Sf'iIM STACK TO
& BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY
ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE,
, 2) USE SIUCONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED
B ACRYLIC CAULKING 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 SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of DOOR AND BETYv'EEN HOOK STRIP
& BUCK FOR POCKET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER,
S) DOOR FRAME f\1ATERIAL: ALUMINUM ALLOY 6063.
~ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO
ill TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE
ENGINEER OF RECORD'S DETAILS,
I
A.....J
& EXTERIOR ELEVATION
2 PANEL DOOR SHOWN
(SEE NOTES 8, 9 & 10)
~:.:."
[SEE SHEET 2 FOR CONTlNUATIONOF NOTES]
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REV DESCRIPTION DATE INI
B
FLORIDA EXTRUDERS INTERNATIONAL, INC,
1 f 2540 JEWETT LANE
CERiIF!CATE OF AUTHORIZATION NO, 9235 SANFORD, FLORIDA
TITLE: SLIDI~jG GLASS DOOR 500! 1000 ~ 2000
FRAME INST Al_LA TION \JITH #8 SCRE'v./S
REVISED NOTES 1, 2. 3, 5, 11. 12/18/03iRJA
20, 25 &: J{J AND ADO ED I
AND/OR REVISED RELATED
REFERENCES AND/OR
IllUSTRAll0NS. ADDED NOTE
20 AND RELATED
IllUSTRATlONS, RENUMBERED
NOTES B TO 10 &: 21 TO 29
AND REViSf.'() REFERENCES ,0 i
iHESE NOTES. REVISED I
TAPPERS fOR 90XX 3-PANEl
DOORS
I
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DRAWN BY: BB
DATE: 12/18/03 rSCALE:
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NTS IDWG #: FLEX0027 SHT 1 OF 2
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INSTRUCTIONS (MILESTONE)
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BY OTHERS DOOR
(NOTE 6)
~'\i/ ^ f ~1i~ ~~:CE
SHEET NO.
5-15
LAST PLOT DATE
October 11, 2004
MIAMt.btJ)
- ,
Bl.lIlJ)L"G COPE COMPLL-t."\CE OFFICE tBCCQ)
:PRODUCT CONTROL Dl'V1S10N
;llL\:.'U~DADE COUNTY, FLORIDA
METRO. DADE FLAGLER B1..:11.DlNG
140 WEST fLA GLER STRltE r, SUrfK 16Q)
MJA\1I, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
. NOTI~E OF ACCEPTANCE (NOA)
Cel tainTeed CQrporation
1400 rniou Meeting Road
Blue BeU, PA 19422
SCOPE:
This NOA IS bC'mg Issued under the applicable rules a.nd r~gulations gov(;ming the use of constructlon matenals.
111C documentahOn submitted has been te\~ewed by Miami-Dade C01.mty Product Control Division and accepted
by the Board of Rules and A ppeals (BORA) to be used in Miami Dade County and other ilreas where al1o\yed by
the Authority Having Jurisdiction (AID).
This NOA shall :10t be valid atter the exprration date stated below. The Miami~Dade County Product Control
Drvision (In Mlallli Dade COUI1ty) and/or the AHJ (in areas other than Miami Dade County) reserve tne right
ta have this product Or material tested for quahty assurance purposes. If this product or material falls to
pcrfornl in the accepted manner, the manufacturer Mil tneut the expense of such testing and the AID may
immediately revoke, modify, or suspend the use of such product or material \vithin their jurisdiction. BORA
reserves the right to revoke L111S acceptance, if It is determined by Miami-Dade County Produi;:t Control
DIVIsion that thIS product or matenal falls to meet the requirements of the applicable bUllding code.
This product IS approved as described herein, and has been designed to comply ",itb the High Veloclty Hmricane
Zone ofilie Flanda BUllding Code.
DESCRIPTION: J~and1llark 30 (and-AR) (and 'VideTrack QB), bndmalk 40 (and-AR) (and WideTraek
QB) and Landmark SO (and-AR) (and WideTra(k QB)
LABELL.~G: Each unit shall bear a permanent label WIth the manufacturer's name or logo, CIty, state and
foll'J'V'\'1ng statem~nt: "Mianu-Dade County Product Control Approyed", unless otlleru'1se noted nerem
RI'::""lEWAL oft111S NOA sball be considered after a rene",al apphcation has been filed and there has been no
change 11l the al2Pli~a..b]if .btlll~ilD.&_S~:xk n~~li,::ely ~ffi_(;l:i?~erfoll.llilnce of this product. __.~ __~_
TEIDlh'iATION Oft1l1S NOA \vlll oc;;ur after the ex-plration date or if the!e has been a levisioll or change ill the
matenals, use, andlor manufacture of the product or process, MIsuse of this NOA as an endorsement of any
proouct, fe,l' sales, advertising or any oilier purposes shan automatIcally tem1inate tius NOA, FaIlure to comply
\\lth auy section of to is NOA shall be cause for tI::m1ination a."1d removal of NO A.
. ADVERTISEMENT: The NOA number preceJed by the words Miami.Dade County, Florida, and followed by
the explratiol1, date may be displayed tn advertIsmg hte!ature. If any portJon of the NOA is dlsplayed, then it shall
be done in its entirety.
I~SPEC110N': A copy 9fthis entjre NOA shall be proY1ded to the user by the manufactLlfer or its distnbutors
and shall be a\ aIJable for im.pectlClfi at ilie Job sIte at the request of the BUl1dmg Officlal.
11l1s NOA conS1sts of pages l through 4.
The submitted d0CUmtntation ,'vas reviewed by Frank Zuloaga, RRC
I
.~ Q--<
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~ '
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NO" No.: 02.1.219.03
Expiratjoll Date: 02/28/01
ApP['Qval Date: 03/27/03
Page 1 fif 4
6. LABELlNG
6.1 Slungles shall be labeled with the Miami.Dade i ogo or the \\ orcling "Miami.Dade County
Product Control Appro,ed".
\
7. BUU.D1N'G PERMIT REQlJIREMENTS
7.1 Applicatlon for bmlding penmt shall be accompanied bycopics of the following)
7.1.1 Th1S Notlce of Acceptanee.
7.1.2 l\:ny other documents rcqulI\;d by the BUlldlng Official or the appl1eable code in
,mler to proj)<;.'Tly evaluate the installation of this system.
DETAlLA
CERTA1NTEED LANDMARK 30,40,50
All dimensions shol'm are in inches
16 1/4---------,
2:7 112
33--~~
-.. !~l
Starter
Full
Sh"'~
--~. ---
E aV~$
33118
"
:-;OA No.: 02-1219.03
Exph ation Date: 02/28/07
Appnnal Date: 03/27/03
Page 3 of -4
ROOFL~G ASSnlBL y ApPROVAL
Cate~ory:
Sub-Cat€2orY:
Roofmg
07310 Asphalt Shingles
DimenSIOnal
Wood
Materials
peck T, pe:
1. SCOPE
This rCY1SCS CertatoTeed Landmark 30 and AR (and Widefrack QB), CertalnTeed Landmark 40
and AR (and WideTr;lck QB), CertainTeed Landmark 50 and AR (and \VideTrack QB) Shingles
as manufactured by CertaiuTecd Corporation descnbed in Sectlon 2 of this NotIce of Acceptance.
2. PRODl.JCr DESCRIPTION
frodw DimensiQus
feJ!
Spedflcati 0 us
I'roduct Dcsnjption
Cettamteed Landmark 30 and 13\1." x 38 :y."
AR (and WideTrack QB)
Cfrtainte~d Landmark 40 and 13\1.," x. 38 %"
AR (and WldeTra\:k QB)
Certamteed Landm&lk 50 and 13y.," x 38 7'4"
A,.1{, (and WldeTrack QB)
Accessory Shlllgles vanous
FA 110
A heavy welght~ 2471b/sq, dlmensional
asphalt shmgle.
A heavy Might, 264lb/sq, dImensional
aspha1t shingle,
A heavy \\ eight, 2961b/sq, dimensional
asphalt shmg;e.
Accessory shingles for hip, ridge and
~t<'llter s1.np apphcauons.
PA 110
PA 110
propfletary
3. EVIDENCE SUB;\IIfIED:
fest Agency fest Identifier fest NamelReport Da te
Undl:.'1'\\>uters Lahoratories, Inc. R684 Ul. 790 04/02/01
PRI Aspbalt TechMlog1es, Inc. peTe -01-02-01 PA 100 01/12101
CTC..o06-02.o 1 11/12/02
tlndenvTiters Laboratories, Inc. 94N'K9632 Wind uplift reslstance PAl 07 11/30/00
02'NK42448 .J.j,'08/02
4. Lll\1ITAnO~S
4.1 Fne classification 1S not part of this acceptance; refer to a current Approved Roofing
Materials Dtrectory fm fire ratings of this product,
4.2 Shall not be 111Stalled on roof mean heIghts m excess of 33 it.
.5. L'iSTALLA no~
5.1 Shmgks shall be installed m compliance \\ith Roofing ApplicatIOn Standard RAS 115.
5.2 Flashing shall be in ,KeOl dance With Roonng Apphcation Standard RAS 1 J 5
5.3 The manufactmer shall provide <:~early wntten apphcation mslnlctlOns.
5.4 Exposure and course layout shall be m compliance WIth Detail 'A', attached,
:;.5 :Nading shaH be m compliance with Ddal1 'B', attached.
I
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~:,t,~;
~OA No.: Ol-U19.03
Expiratiou Da.te: 02128di1
Appro\ al Date: Q31Z7:03
Page 2 of 4
DETAIL B
r--- .- --.-..
12" ----
1
-~- 143/4" -l--- 12" .---"""
I
'-:::r -. -.,---->- .~.~
rr
-'.
,
I
131/4"
I
\
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-- 38 ;}/4' ----..-
-
, --
b,:.:3
r
61/8
L
1
5518"
Exposure
LANDMARK 30, 40. 50 (AND AR}
383/4" -- --..-.- ---"-- ----,...j
0"L..LL!e)::";6}~U//LLb/~- 7-7/
1
...
Ncl.1mg ;)raa fot' "'low a:pd f<tafltfar~ ~J()p<< (frcm '!.5 ~2 to Z112)
Na~ ~twe$' up~t & 10\,,,, ,,~ r",aII.
12" ----....;.... ----- 143/4" .. ...+.- 12" -
--1' ~ t 1.--.....;
:~L~NG......{U~ -r--.o: ,
AREA T . '
5518"
L_ _~e ______
LANDMARK 30, 40. 50 (AND AR) - WIDETRACK OS
(low an<:! Standard Slope)
....- 13 1/4"
r-f I
t 7 112"
a~ , I
ill
n
38314"
- - ------ --1
h.(/~<7/j/;?777-:rL~~~:::'~L2ft~'=< __
/. --~~--
I
I
13114'
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N~a b&-~~~ tottOJT' :: naA 11:1 es.
143/4"
.... ....
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--
/\ 1"-""" I
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~ 1.,,,.1
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LPND~AARK 30.40,50 (AND AR). WIDETRACK QB
(Steep. Slope)
--~--......~ ~
.:.:..:.....;.
r ','
5518"
Exposure
'y.
END OF TillS ACCEPTA.l'\CE
NO,\. No.: 02-1219.03
ErpiratloD Date: 02128/07
Appronl Date: 03/27/03
Pa ge 4 of 4
\} \. , T E h ,,~! -.. '" ~
l' PI} l \ 1 ~\", \( '\ \
LAMINATED SHINGLES
:jWU'S~'\ {)1i'AH-bK; 1'; S.
V.UDMA~K SERifS
WOO~(APE" SeRifS
inf-~~$(. ~~M~#)k~ ~s.
lAUDMARK mils. fla,Mlf'
AND uc<<nEtr so
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