HomeMy WebLinkAboutBIN B-1 PERMIT 4405
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 FII\ISH LESS THAN 5/8"
THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6)
5. INITIAL TREATMENT SHALL BE DOI\E 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 RAINFALL
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-CO,'JSTRUCTION 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 II\CLUDES ALL GRADE STAKES,
TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
(FBC 2303.1.3)
A
15. ~O 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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Abv.
A/C
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A.F.F.
A.H.U.
ALT.
B.C.
B.F.
Bk Sh
Bm.
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B.P.
Brg.
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Clg.
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Dbl.
Dia.
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D.S.
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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
I nt.
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
M i rro r
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.
RISH
SO.
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
U.N.O.
VB
Vert.
V.L.
VTR
W
W/
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
Thicken
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 BUILDING
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 A615
GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT
LEAST ONE CROSS WIRE WITHIN THE 6".
4. HOOKS SHALL BE PROVIDED AT DiSCONTINUOUS ENDS OF
ALL TOP BARS OF BEAMS.
5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0"
AROUND CORNERS OR CORNER BARS WITH A 2'-0"
LAP PROVIDED
6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR
SPLICES SHALL BE 40 BAR DIAMETERS TYP.
7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR
11/2" TO FORM
WOOD FRAMING INSPECTION
LIVE LOADS:
ROOF
RESIDENTIAL FLOOR, UNLESS OTHERWiSE INDICATED
BALCONIES
STAIRS
LIGHT PARTITIONS (DEAD LOAD), U.N.O.
WIND LOADS BASED ON FBC, SECTION 1606.2.
WIND 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, INSPECTED
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 ACCORDAI\CE WITH SPECIFIED LOADS
AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS
FRAMING PLANS AI\D DETAILS SHOWING MEMBER SIZES,
BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AI\D
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
WORKI~G 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 A61540 40,000 PSI
CONCRETE
MASONRY
UNITS:
ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI
MORTAR TYPE "S" 1800 PSI
CO~CRETE GROUT 3000 PSI
CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O
SHOP AND FIELD WELDS: E70XX ELECTRODES
ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
BEAMS, RAFTERS, JOiST, PLATES, ETC. U.N.O.
!'.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 REINFORCII\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 REI:\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" AI\D 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 MII\IMUM OF 40 BAR
DIAMETERS, UNLESS 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 ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
SOIL BEARING
V ALU E:
BUILDING DATA
CONSTRUCTION TYPE - TYPE VI UNPROTECTED
(SECTION 608 - FBC 2001)
MEAN ROOF 15 FT. 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 = +/- 0.55 (PARTIALLY
ENCLOSED BLDG)
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"I\ATIONAL 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:
(COMPOI\ENT AND CLADDING) WORST CASE (10 SF - END ZONE)
WINDOWS AND DOORS
123 MPH + 38 PSF / - 40 PSF
GARAGE DOORS (V = 123 MPH)
SINGLE 9x7 +37.0 PSF / -40.0 PSF
DOUBLE l6x7 +37.0 PSF /41.0 PSF
SEE FLOOR PLAN FOR ACTUAL PRESSURES
COLONIAL GRANDE 2003
GENERAL NOTES:
THE FOLLOWI,\G TECHINCAL CODES
SHALL APPLY:
2001 FLORIDA BUILDING CODE,
WITH 2003 REViSIONS
PLUMBING, 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 LlI\E PLUMBING
TO BE PVPC
VTR LOCATIONS ARE APPROXIMATE
AND MAY CHANGE DUE TO JOBSITE
CONDITIONS
THE FOLLOWING SHALL COMPLY
WITH TH E 2001 FBC.
o PORCHES MD BALCONIES
SECTION 1014
o HANDRAILS - SECTION 1007.5
o GUARDRAILS - SECTION 1015, 1019.9
o STAIRS - SECTION 1007
o CHIMNEY & FIREPLACE
SECTION 2804-2806 (MFGR)
SECTION 2113-2114 (MAS)
o EGRESS WINDOWS
SECTION 1005.4
5. ALL OPEI\II\GS SHALL COMPLY WITH
2001 FBC WIND LOADS AS STATED
BELOW. ATTACHMENTS OF WINDOWS,
DOORS, SLIDING GLASS DOORS
AND O.H. GARAGE DOORS ARE TO DELEGATED
THE MANUFACTURER OF THESE ITEMS. THE
MANUFACTURER OF THESE ITEMS
SHALL SUBMIT 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 s:"~OWER 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
1
2
3
4
5
6
S-l
S-2
S-3
S-4
S-5
S-6
S-7
TITLE
COVER SHEET
FLOOR PLAN
FOUNDATION PLAN
ELECTRICAL PLAN
ELEVATIONS
TRUSS LAYOUT
MASONRY DETAILS
LINTEL PLAN AND DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
STRUC. NOTES &
HANGER INFORMATION
DETAILS
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-ll
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 I\EEDS 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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3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
4. ELECTRICAL PLAN IS INTEI\DED FOR BID PURPOSES ONLY. ALL WORK SHALL
BE DONE IN STRICT ACCORDAI\CE WITH THE NATIONAL ELECTRIC CODE, LATEST
EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE
FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES.
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6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING
UNIT BEDROOMS PER NEC, SECTION 210-12
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SINGLE PHASE
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~LECTRICAL RI6ER DIAGRAM V
NT6
-----------------------------------------
#4 CU GROUNDING~
PER NEC 1999 EDITION
~
BY POWER COMPANY
ARCH DETAIL
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TO KITCHEN
FROM
DINING
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MAINTAIN A 36" DISTANCE
FROM BATHROOMS TO
SMOKE DETECTORS.
---------------
SERVICE SIZE =150 AMPS
INTERIOR ELEVATIONS
ELECTRICAL PLAN
SCALE: 3/811 = 1'-0"
SCALE: 1/4" = 1'-0"
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ROOF PITCH VARIES PER SUBDIVISIONS
(5/12 OR 5.9/12)
IT IS THE CONTRACTORS RESPONSIBILITY
TO VERIFY ROOF SLOPE REQUIREMENTS
WITH TRUSS MANUFACTURER.
GENERAL NOTES:
VENTILATION CALCULATION
FORMULA = S.F /300 (1/300) / 2 (INTAKE vs EXHAUST)
* 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH
REQUIREMENT
1800 TOTAL
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432 SQ. INCHES OF 5 TOTAL VENTS
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ALL ELEVATIONS
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ROOF PITCH VARIES PER SUBDIVISIONS
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IT IS THE CONTRACTORS RESPONSIBILlT
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WITH TRUSS MANUFACTURER.
mid-state truss CO., inc.
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UPLIFT VALUES & CONNECTORS
ZONE UPLIFT CONN.
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3125 Reynolds Rd., P.O. Box 1606
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813665-1309/ 1-800-940-8787
SEE SHEET S-7 FOR NOTES
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MARK SIMPSON STRO~G TIE USP MANUFACTURING, INC. t'-
0 CONNECTOR CAP CITY FASTEN ERS CONNECTOR SYP CAPACITY FASTENERS 0 (j)
SYP SPF SPF
A HETA16 1810 9 - 10d x 1 1 2" HTA16 1500 1500 0 -I
B HETA20 1810 9 - 10d x 1 1 2" HTA16 1500 1500 ......J
C H2.5A 600 535 10 - 8d RT7 585 585 I
D H3 455 320 8 - 8d RT3 550 475 N -
E META20 1450 7 - 10d x 1 1 2" HT A20-18 1200 1120 :c:
F HHETA20 2235 12 - 10d x 1 1 2" L.()
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H MTT28B 4455 24 - 16d MTS27B 4685 4029 24 - 16d t'-
J HTT22 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d
K HD2A * 2775 5 8" DIA. BOLTS T02 3435 2954 2 - 5 8" DIA. BOLTS ~ lLJ
L H D5A * 3705 3 4" DIA. BOLTS T05 4180 3594 2 - 3 4" DIA. BOLTS
M H D6A * 4405 7 8" DIA. BOLTS T06 6655 577 3 - 3 4" DIA. BOLTS ~ -
N L 2 1165 1115** 780 875 ** 8 - 10d x 3" JUS26 510/740 440/6 ,5 8 -10d >
P HUS2 550 3325 ** 1550 2540 ** 20 -16d x 31 2" TH 026 1875 3040 1580 2365 L.()
Q HUS28 220 5970 ** 2705 4510 ** 30 - 16d x 31 2" TH 028 2330 3965 2015 3430 I-
R MTS12 1000 860 14 - 10d x 11 2" MTW12 1195 905 14-10d ~ (j)
S MTS16 1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d
T MTS20 1000 860 14 - 10d x 11 2" MTW20 1195 905 14-10d lLJ
U MGT 3140 3140 22 - 10d X 1 5 8" ATR W 5" EMBED W SIMPSON "SET" EPOXY >-
V LGT2 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30 - 10d a::
W HGT-2 6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED. a::
2)5/8" DIA BOLT (2) 5 8" DIA BOLTS ()
llXII HTS 20 1450 1245 24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" 0
SPl 585 535 10 - 10d SPT22 715 8 -10d I- 0)
SP2 1065 605 12 - 10d SPT24 895 10 - 10d
HCP2 605 520 12-10d X 11 2" Z t'-
* MINIMUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONLY lLJ
*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE I-
THE PLATE OFF OF THE TRUSS. >
ALL EPOXY ANCHORS TO BE SIMPSON "SET" U.N.O. 0
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r F = FIL_ED WITH
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R = RECESSED
oA.~TlTY OF #5 REBAR AT
r" OMOH,,,,"..n
8F16-1Bj1 T
~O\o1I~ALJ J J
WIDTH
~OM ~AL HeiGHT Q\A~TITY OF #5
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\
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
ROUT
5 RE3AR AT Bono,,"
Oc LlVEL CAV',TY
BOnO\o1 REI~FORC ~G
7- PROV DED ~ liNEL
(VARloS)
1, Provide full Mortar head and bed joints.
2. Shore f;lled I;ntels as required.
3, Installaron of lintel must comply with the architectural and/or s',ructural drawings,
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed L/180.
6, Bottom field added rebar to be located at the bottom of the lintel cavity,
7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast-in-place concrete may be provided in cOMposite lintel in lieu of concrete
masonry units,
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10, Product Approvals: Miami Dade County, Florida Nos,03-0605,05 and 03-0605,04.
11. The exterior 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
coaLng,
12. L,n',els loaded simultaneous'y with veritcal (gravity 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 horizortal load
< 1.0
1. All values based on minimum 4" bearing. Exception: Safe loads for unfil!ed
iintes must be reduced by 20% ,f bearing length is less than 6-1/2".
Sa'e loads for all recessed lintels based on 8" nominal bearing,
2 N.R. = Not Rated,
3. ~ofe loodl ore :otolsuperimposed allowable load on the lecfion lpecified.
4, Sa'e loads based on grade 40 or grade 60 field rebar.
5, Additional lateral load capacity con be obtained by the designer by providing
addional reinforced ~asonry above the precast lintel.
6, One #7 rebar ~ay be subsNuted for two #5 rebars In 8" lintels on'y.
7, The des'gner may evaluate concentrated loads from the safe load tabies by
calculating the maximum resisting moment and shear at d-away from the face of support.
8. For composite lintel heights not shown, use safe load from next lower height.
9. For lintel lengths not shown, use safe load from the next iongest 'ength shown.
10, A:I safe loads in un'ts of pounds per linear foot.
11, All safe 'oads based on simply support span,
12, The number in the parenthesis indicates the percent reduction for grade 40
field added rebar,
Example: 7'-6" lintel Type 8f32,lB safe gravity load = 6472 (15)
w/15% reduction = > 6472 (,85) = 5501 plf
SAFE LOAD TABLES
~~~
~ ~YPE
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"jPRECAST
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") PRESTRESSED
21'-4" (256") PRESTRESSED
22'-0" (264") PRESTRESSED
24'-0" (288") PRESTRESSED
~~~
L~ 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
FOR GRAVITY, UPLIFT & LATERAL LOADS
8F8-1T
8F8-2T
197?
1q7?
10;I';q
1569
1.'<"'-'<
1363
1207
1207
1016
1016
909
929
835 (12
835
727 (23
727
591
591
530
530
474
494
470 (9)
470
418 (15
428
384(15
410
239
246
224
230
187
192
162
166
142
142
137
137
124
124
8" PRECAST & PRESTRESSED U-LlNTELS
8U8 8F8-0B
8F8-1B
2231 ,<Ol';q
3069
2231,<ol';q
:<01';9
1966 2561
269.1
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, 'JR
180
I\I,R, NR
165
'JR, NR
129
8F12-0B
8F12,lB
,1!,:oo;
4605
'<71q
41';O<=;
2751
4605
?110
4375
1438
3090
1173
2622
2177
2177
1729
1729
1160
1245
890
1052
945
945
873
873
755
755
706
706
NR
783
NR
710
NR
548
NR
420
NR
340
NR
315
NR
250
GRAVITY
8F16-0B ~F20.0B
8F16-1B 8F20-1B
6113
6113
5163
6113
3820
6113
2931
6113
1999
5365
1631
4360
3480
3480
2632
,.,,,,,,
,,,,.,'"
'Q' .,
1 ?,17
,"'.,.,
p""
,~""
<"'~,
< "'~,
"no
"n~
,,..,,..,,,
,,..,,..,..,
^'o
,~7""
~Jq
1 ?o;O
^'o
qo;l'l
"0
70;l'l
,,~
o;qR
,,~
0;0;0
"c:l
450
UPLIFT
8F20-1T
8F20-2T
<=;747
<=;747
40;I';q
4569
:<ql';l';
:<966
'<">08
3508
2949
2949
2694
2694
2419
2419
2102 III
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 (11
616
393 (11
531
378 111
508
341 (10
450
7547
7547
6607
7547
4890
7">47
3753
7547(7)
2560
7547(36)
2090
7168 (45)
3031
5381
,.,,.,,,'"
~QOQ
,.,"'",
,.,"'",
"'''0''
,.,"o~
'0'"
, Q'"
. "0'
'''OA
, '",0
'" "'0
, ~"'''
D..,"
~Iq
10"'''
^''''
n~~
"'"
1~"'''
,,~
, (")~7
"c:l
""~
"c:l
7""
"c:l
R~"
8" PRECAST & PRESTRESSED U-LlNTELS
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
8F24-1T
8F24-2T
7"'<,1
70'<4
,,>,,>q1
"591
4R">"
4R"i3
4?q?
4292
-:;:607
3607
3295
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
'<R
2058
'JR
1609
NR
1282
NR
1114
NR
1047
NR
884
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
11809
1095'
11809
8107
1180Q
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
8F28-1T
8F28-2T
R'<')1
R,?1
1';1';1'<
6613
"'711"
5740
5077
5077
4?65
4265
3897
3897
3498
3498
3039 (10
3039
2152 (16
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
491 110
756 (12
8F32,1T
8F32,2T
ql';OR
qRl'lR
71';'<1';
7636
1';1';?7
6627
5861
5861
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 (15 260 452 152
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-LlN TELS
(14) 205
(7)
(14 N R
(11) , , ,
(13) N,R,
(14)
(12) N.R.
(14)
(12)
(14 N.R.
(11
(13 N.R.
(11)
(13 'J.R,
(10)
(13 N,R, 91
8RF26-0B
8RF26-1B
6493
9479
5924
9479
3402
7917 (19)
3174
7402 (19)
9448
9479
7239
8998 (19)
4091
4150
~~~ UPLIFT
_______ ... TYPE 8R, F6-1T RRF1 o-1TI RRF1 <1-1T 8RF18-1T 8RF22,1T 8RF26-1T 8RF30-1T
LENGTH ------.: 8RF6-2T I A..?T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T
4'-4" (52") PRECAST 905 174R 2635 3522 4409 5296 6183
905 17<1R 2635 3522 4409 5296 6183
4'-6" (54") PRECAST 867 1 R7"> 2525 3374 4224 5074 5924
867 1 R7<=; 2525 3374 4224 5074 5924
5',8" (68") PRECAST 675 1 '<l'l1 1960 2618 3277 3935 4594
675 ,.,,,, 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 570 101? 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) 1301115 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 "OTE NO.4
8F12,1T 8F16-1T
8F12.2T 8F16-2T
::<1 B 4460
.'<17::< 441';n
?">?4 :<."47
2524 ~54 7
?1 q? :<079
2192 307Q
1940 2724
1940 2724
1632 ?290
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
198 306 111
230 369
192 295 (10
221 354
175 267 (10
200 316
8RF14-0B
8RF14-1B
3280
5206
2992
5206
1716
4567
1600
4242
3120
3120
2459
2459
1568
1568
8RF18.0B
8RF18-1B
4349
6639
3968
6639
2277
6389
2124
6639 110\
5048
5048
3776
3776
2253
2253
8" PRECAST W/ 2" RECESS DOOR U.LlNTELS
8RF22.0B
8RF22,lB
5421
8060
4946
8060
2839
8060(34)
2649
8060 (39
7747
7915
5743
5743
3129
3129
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)
LATERAL
8RU6 8RF6 REI '<F.
CMu'
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.I.
CONC. W/l #5 REBAR CONT.
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JIll)
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ALL SHEARWALL SEGMENTS
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TOP_OF SLA_B ~
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THEM.
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SCALE: N.T.S.
-
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PRECf\ST "U" LINTEL ALL OPENiNGS
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ANCHOR~S~ SPLICES 25" MIN. 10"
(TYP,) LAP (ACI 530 ) HOOK
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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
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INDiCATES FILLED
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LAST PLOT DATE
March 11, 2005
DETAILS
*DIAGONAL SPACEC
AT 15'-0" O.C. MAX
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NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGII\EERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MAY BE REQUIRED
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
_ BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
I 4 \REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
\ S-V AS PER HIB 91
-
REV. 7/19/03
SCALE: N.T.S.
TRUSS NOTES:
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIjTPl-2002
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA is GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND
BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING is THE MOST COMMON CAUSE OF ACCIDENT
IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED
TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY
CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT
EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL
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 W/ 2-160 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 BLOCKII'\G AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT.
SEE TYP. TRUSS BLOCKII'\G DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMING ABOV~ T,~USS-'
..- 2X4 BLOCKING MAY BE NAILED w/ MIN. 2X4 STUDS & PLATES AT 2 -0 O.C.
/l BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O.
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DECORATIVE FINISH
CONC SLAB ~ FTG. DOWEL #5 DIA. REBAR
6 X 6 10/10 W.W.M ~ r-<' 18" IN CONC. -25" EXTEND (ACI 530)
.~ " ABOVE SLAB. ALL LOCATIONS
6 MIL ViSQUEEN ". SHOWN ON FOUNDATION PLAN
, . ", / GRADE
:. .', . . ".. ."-.. . ".. .~',' _ -y _ _ _ r-- _ TOP _OF S~B-EfJ
~"';". ,......;;::;:&".:.::'.: -~~~ 0
I . , '." r- -J oCl:: N
TREATED I' ','.. ,.'" wo::
CLEAN FILl..: . ... ',",>.:,' aJ<.:l
,
SEE PL~
SHEATHING
2x4 SPF TO 8'-0"
@ 16" O.C.
RAKE CUT WALL
TOP TO MATCH VAULTED
TRUSS BOTTOM
~-
-
119.1\EXTERIOR NON BRG. WALL DETAIL
, 8-6 'AT HIP CONDITION WI INT. VOL. CLG.
REV, 3-3-04 AS
- SEE FOUNDATION PLAN
SEE FOUNDATION
I 9,Ii~~~A~W~k~~CTION
, S-6 I 8-12-03 REV. AS.
-
, 8
, S-6
,TYPICAL WALL SECTIODDNCRETE BLOCK
-
N.T.S,
SCALE: 1/2" = 1'-0"
REV. 9-3-02 ~KD/mk
SCALE: 1/2" = 1'-0"
~
HEADER SUPPORT HEADER ANCHOR
NO. OF JACKS & STUDS NAI LED TO TOP PLATES
REQ. AT OPENINGS HEADER & JACK
2 X 4 WALL 2 X 6 WALL HEADER SIZE NO. & SIZE OF
RAFTER TIES
OPENING JACKS STUDS JACKS STU DS & GRADE EACH END
SIZE EA END EA END EA END EA END
1'.4' (1) (2) (1) (2) (2) 2X12" 2SYP (2) LSTA 30
4' - 9' (2) (3) (2) (2)
9' -16' (3) (3) (2) (3)
2X6 BRACE NAI LED
TO SIDE OF GABL
TRUSS CHORDS
4'-0" IN LENGTH
OR GREATER
10d @ 4" O.C.
CLIP EACH TRUSS
(SEE ROOF
PLAN FOR TYPE)
REFER T
26/S-4 OR 27/S-4
I
NAI L D EADWOO 0: TO
TOP PLATE w/l~d
4" O.C. I
I
7/16" OSB W/8fJ
COMMONS @ 6":ON
EDGES & 12" IN:
FIELD I
1
2-ROWS 12d NAILS STAGGERED @
12" O/C EACH FACE OR 3-ROWS
12d NAILS STAGGERED @ 12" O/C
FOR 2"xl0" OR GREATER HEADER
* WHEN STUD LENGTH IS LESS
THAN 12" USE LSTA30 STRAPS
AT EACH STUD WRAPPED OVER
TOP PLATE & NAILED TO HEADER
EACH SIDE WI 11 - 10d NAILS
16d NAILS @
16" O/C TYP.
DOUBLE 2 X 12 NO.2 S.Y.P.
HEADER W/ 1/2" FLITCH PLATE OR
WI85 JOiST HEADER. (U.N,O.)
DOUBLE 2"x4"-..
CRIPPLE STUD
TYPICAL (U.N.O.)
FILLING AND BLOCKING AS
REQUIRED FASTENED TO
HEADER W/(2) ROWS
OF 12d @16" O/C UNLESS
i\OTED OTHERWiSE
SIMPSON SP :
W/ 12 - 10d EA I
STUD :
I
SIMPSON SPl '
W/ 10 - 10d EA:
STUD G.C,'
CORD
W/ E~EVS.
I
o/)~
-1;/1;
HOLD DOWN CONNECTIONS Q
NOT REQUIRED @ BEARING
WAllS WITHOUT UPFIFT
USP HTT16 WI (18) 16d NAILS
AND A 5/8" EXPANSION
ANCHOR WI 6"
EMBEDMENT U.N.O. OR
81/2" AT GARAGE STEP DOWN
P.T. BOT. PLATE
WALL HEADER DETAIL
SCALE: N.T.S.
REV, 10-28-03 AS.
USP LSTA30 w/(11)-10d
TO TOP PLATE AND (11)-10d
TO STUD. MAY BE ANGLED
UP TO 10 DEG.
USP LSTA24 W/ (lS) -10d AT
2'-0" O.C. MAXIMUM
2-2x4 SPF
TOP PLATE
2-#2 SYP 2x12 OR WIF85
HDR. UNLESS NOTED
OTHERWISE (SEE PLAN)
(3) S.P,F. 2x4 w/l0d
@8" O.C. EA. SIDE
EPOXY ANCHOR WI 81/2" EMBED,
INSTALL PER MFG. SPECS.
_~ No, 2 P.T, 2x4
~ BASE PLATE
HEADER OPENING
REV. 1-27-04 AS
1 STRAP EA, END - 1255#
NO SCALE
UPLIFT CAP. AT HEADER
P.T. #3 S.Y.P, 2x4
BASE PLATE
HIGH UPLIFT FRAME WALL
GIRDER BEAM CONN.
STRUCT. SHEATHING
7/16" MIN. THK. -
NAIL w/8d COM. @
3" O.C, EDGES & 6"
O.C. FIELD GABLE TRUSS
NAIL TOP OF "1"
TO GABLE TRUSS
/2-12d & (1)
SIMPSON MTS12 wi
14-10d x 11/2"
~ FRAME OUT TO
BLOCK EDGE
NAIL TRUSS BOTTOM
CHORD TO 2X4 DEAD-
WOOD w/16d @ 4"0.C.
SIMPSON LSTA30 w/
14-10d @48" O.C.
(2) 2x12 w/ 1/2" O.S.B.
FLITCH PLATE
STUD ANCHORING:
STUD TO TOP PLATE:
SIMPSON LSTA 30 W/
14-10d @ 48" O.C. MAX
PROVIDE SIMPSON
SEE PLAN HUC410 W/ 10 - 16d
T /COL AND 18.1/4" X 2 1/4"
TAP CONS TO MASONRY
COL, @ EACH END
2 X 4 SPF
II II AT 16" O,C.
11~
i---i --- BUILDER FRAME RADIUS
:: AS REQUIRED
~ ~ 16x16 COL BEYOND
(3) S.Y.P. 2x4 w/l0d
@ 8" O,C. EACH WAY
KNEEWALL @ GABLE
ENTRY FRONT WALL
N.T.S.
STRUCTURAL NOTES
SEE SHEET S-7A FOR
ADDITIONAL S-7 DETAILS
NOT SHOWN
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 CONSTRtJCTION GRADE
-SPF STUD OR CONSTRUCTION GRADE
-#3 SYP PT
(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb)
PER NOS = 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 SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
SINGLE OR 2 PLY
GIRDER TRUSS
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.
6.6 8d 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
USP L TS20B w/l0-16d
TO GIRDER TRUSS
NOTES:
2-2x4 SPF TOP PLATE
TRUSSES MUST BE CAPABLE OF TRANSFERRING 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:
5/8" ALL THREAD ROD W/
SIMPSON SET EPOXY
BOLTS WITH 4 1/2" EMBED TYP
( 8 1/2" EMBED WHERE STEP
DOWN OCCURS) INSTALL PER
MFG. SPECS.
I . @
L-------------------------------_________7
I ,
I "
I , .
r:3" I '1" ~,
'-91 I \Y ,'@ 4 Pr.:
I , ~,' I
: ' ,', I
5 FT.:----4FT.-----------@"------------; /' :(?)
5 FT.: 4 FT, 0) '-, CD :
r----------------------- -------, ' I
I ' ',I
Q) : CD OJ "'~ ~',,~j FT
I ,
1 "
:---------------- @ @ ------~.
14FT. (2) @ 4 FT.
1. PLYWOOD AI\D 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.
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
Sd NAILS @ 4" O.C. ON EDGE
GYPSUM CEILING: USE 5d NAILS @ 7" O.C.
NO SCALE REV. 3/20/03 MJB
UPLIFT CAP.: w/ 2500 PSI CONC. = 1750#
GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175#
G,C, VERIFY INTERIOR
1/2" GYP. BOARD OR
EXTERIOR STRUCTURAL
SHEATHING (MIN. 7/16")
VERIFY WI PLAN
W/ 1/2" ANCHOR BOLTS
6" FROM END OF EACH
SILL PLATE.
SEE 6 S-6
EXT. FRAME CORNER
SCALE: 11/2" = 1'-0"
ALLOWABLE FASTENERS
CONTRACTOR NOTE:
ALL DRtLLED AND EPOXIED HOLES
MUST BE PROPERLY VACUUM,
BRUSHED, AND BLOWN CLEAN PER
MFGR'S RECOMMENDATIONS TO
ACHIEVE UPLIFT CAPACITY
A: CEMENT COATED SINKERS
B: BRIGHT COMMONS
C: SPIRAL OR RING SHANK NAILS
0: CLIP HEAD GUN NAILS
16" PRECAST LINTEL
2-2x4 SPF
TOP PLATE
8" CMU EXTERIOR WALL
~.
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1(>-.' .
2 X 4 CRIPPLE STUDS
AT 16" O.C, WI SP4 TOP
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SIMPSON LSTA30 WI 22 -
10d
SEE 3/S
FOR STUD
CONNECTION
2-#2 SYP 2x12 OR WIF85
DOOR HDR. UNLESS NOTED
OTHERWiSE (SEE PLAN)
S.P.F. 2x4 w/l0d
@8" O.C, ABOVE
AN BELOW HDR.
HEADER OPENING ~
NO SCALE REV. 1- 7-04 AS
UPLIFT CAP. AT HEADER 1 STRAP EA, END - 1255#
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Z DETAILS
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....
TIE-BEAM
FILLED CELL WI
#5 VERTICAL
(5) 1/2" DIA. x 8"
"J" BOLTS
1/2" X 8" A.B
W/2" WASHERS
SET IN TYP,
FILLED CELL
MIN. 5 PER
JAMB.
.
OVERHEAD
SECTIONAL
DOOR TRACK
WI 3/8" X 11/2"
STEEL LAG
BOLT WI
WASHER. MIN.
6 PER TRACK
TO JAMB.
PRECAST
LINTEL
P.T. #
SYP 2" X 6"
2"x6" P,T. WOOD JAM
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.
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DETAILS
I
rf-
14" v~
14" TYP.
,j~
~~
14" TYP.
~i-
14" r:
Description
Single
Single
S ingJe
Single
Single
Single w/sl
Single w/sl
I
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14" 1:.
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DSI-222
FINAL ANCHORINy OF A WOOD rn,lo,ME UP TO 5'4 X 5.'a
SINal! INSWING UNIT W/WO SIDE:UTES
PRODUCT ACCEPTANCE: No.: 051222
rI
~ r6" f
: ~@ cb
1"-..'0'
-cD
0-
(; "-1 r-
(f)-
30"
...!.A '
.. ..
uz;.
-(1)
::@
-(1)
0-
I'Bt..,
5 1/2"/
t
.Ir
30"
~
::
0-:r.
'Bt....
-(j) <Xl -
I
~ - :::@ I
~A' T.. h@ CP <Xll- II
_ G '''t · 1/'::-.l t-
SCREW
3 #10 x 5/8" PHlUJP.S FV.T"~
4 #10 x 1 3/4" LJjpS fVoT HCID
6. #10 x 2" 1- fVoT t4AD
7 #10 x 3" UPS fV<T HCID
,..
I U
2" TYP.
41/2'[' 1;>' - f-. 2" TYP.
--1 t- T. .--1. -1 '~U- .
.bO!:.l L I 1 1 -1.
!)IJJ('j) ) ~ <Xl ('j) '@JXj)
"-'n'
7
0-
30"
.-0
0_
'B4
~
-y;
'B'-
.. I
~ 5 1/2"
r; I
0_
hD
30"
'e ....
~C'
~(1) f-' A'
(jJ'"'
lJ-L..-~
-.!.A'
~ (!) (J) tCt ~
--l l-, 'Ill' 1/.;.....J l- '
I
r.;-. ~ 7/8"
~ f.-- ,
or-:-~~WJ
~ ,-",-'-<I
:ux
'E:'
.. rr HlNGE DETAIL
JJ!l!E;
~ SIO!lJTt IS MTH:HCJ) TO
H/HCt. ~ A I@. ~ I.NST
lit IJSE'l) ~ OF A ~ ~
N40 A I ~ SCRfY PE1I $C;REW SCHCDUtL
l
'E'"", T
~
SEr I..CCI< l.lro. j,.
~C1!ON$,., ~
HI!:" LArr:H DETIJL
~
llt1EN SJOO1T( IS ATTACHED TO
LATCH JA.IoII IJSC # 8 )( 1 3 / 4 "
P'M1l../JPS fU.T IOD SCREWS
IN S1RH(f! PU~ NIO I (4) SGm"oIt
INPf.N:t OF '<:!J FROiI ~ SCHEDU!L
,~
~\;'. ~
-.......~ ~"-
6~')'-V ~ ~. ......
t-= ~'" ~"-
$CL lO<:J<~
lilNU'ACruIltM
~
(
r'E'
c:;-"T' \.~~
INSYlffI>lC rnRE'SHOtIJ
~..t)
IN.~ THR~HOtD
I..
(~)
r:r- ~
fWNI(R-fRfI
Thre&Mld
Size: up to 5'4 x6'8
Product Acc~ptaQce No: DSI-222
rns...:ina (wood jamb) C anf1&llIatioo:
2'0 2'~ 2'6
+80 .80 +80 .80 +80 .80
x. OXO. XO, OX
2'll. 3'0
+30' . .8U"~0 -SO
+(,() -60 +<)1). .w
>SQ /;)7 "50.'{>(i
':50' -60 . +-50.-&>
Sin81~ Opaque
W/Si\klites
Sinfle Qlo;..1>d
WlSi\klitcs
(Door doot1 not m<<t Missil~ Impact)
Te$l1 210-1987.210-2024
..7S -80
+-64 - n
~-7J
WI. \1r: N/l:II Y a Pl~tS 1 PlllSI;>ro
Livingston_ NJ Q7<l39
NAN YA PLASTICS CORPORATION I PLASTPRO, Il'IC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWING: Opaque and Glazed
Max Door size: 5'4" X 6' 8"
DESIGN PRESSURES
OPAQUE
DoorS~ ~.~~~~
2'0" x 6'8" +80 .SO
2'4" X 6'8" +SO -SO
2'0" X 6'S" +80 -80
2'8" X 6'S" +SO .SO
)'0" x 6'8" +80 -80
Drawioe #
99-01
99-01
99-01
99-01
99-01
Description
Single
Single
Single
Single
Single
2'8",x6'8"
)'0" x 6'8"
+60 -60
+60 -60
99-01
99-01
Single w/sl
Single w/sI
ConfiguratIon: X, axe, xo, OX
Test
ASTM E-330.90
AA."'1A 1302.S
ASTM E283.91
ASTM E331.9~
TESTS
~r1DdoD
Uniform Static
Air Pressure
Far~ Entry
T..1 toeatioll
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando, Florida
National Certified Testing Uib
Orlando. Florida
National Certified Testing Lllb
Orlando. Florida
Teot Date
11103/1997
0410VI998
11103/1997
04/0111998
11/03/1997
0410111998
1lI03/1997
0419111998
Air lnfiltratioo
Waler
Penetration
Product AcceptancelLabel No: DSI.22Z
GLAZED
Door Size Pressures
2'0" X 6'8" +75 -80
2'4" x 6'8" +64-77
2'6"x6'8" +60 -71
2'S" X 6'8" +56 -67
)'0" x 6'8" +50 -60
Drawini #
99-04
99-04
99-04
99-04
99-04
Description
Double
Double
Double
Double
Double
2'8" x 6'S" +50 -60 99-04
3 '0" x 6'S" +50 -60 99-04
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DDI-224
F:NAL ANCHORIN(; OF A WOOD FRAME: UP TO 6 '0 x 68
DOUBLE fNSWING UNIT
PRODUCT ACCEPTANCE No, 001224
4"~ 15"1 f
rf-1 c ~Is' ~
14" TYP. l'to tT TL r::::..\i;I/
t-~' \ ~'B'
14" TY P. 30" ...:.A . .Ar;;JM
J:- e-L ::
~r I -0
14" TYP. 30"
~f- TYP.
14" TYP.
Lf--- '~A:f
6"1 - - r 6" f
(f}/ I I
'DU
1 r-
J-
=(
CD -I
~
!
I
f-
5 112"
i--r
"B~
-0
-(1)
~~
-~ L
4 1/2-
-(j)
@=
i
0-1
I
,
!
0-
CD
<D -0' C!J =
01 f .10)~-
· 1i2.:J J-l,/z' t. ,/) L
SCJ(E'''' SCHUX;U:
3 10 x 5(8" PH/WPS IVor Ho.o
4 10 x 1 3/4" PH/UJPS ru.r KD[)
5 10)( 2" PHlWpS IVor KD[)
7 10 x 3" PtilWPS ru- T H€.AD
7
I
@ __ 9 7 (S"
~:woJ
3 ,-,=Jl.:.,J .
!o...).J:
-8" HINGE DETAJL
,,~
, ~~~
"''t-r\. "tl "
~J '0 gl1 "-.
UNr ~v r;~~
!>U LOCK 1)1"
f6AN1fN:.~
~
~
-IT ASTRACAL PLATE
NAN YA PLASTICS CORPORATION I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INS WING: Opaque and Glazed
Max Door Size: 6'0" x 6'8"
DESIGN PRESSURES
OPAQUE
Door Size Pressures
4'0" X 6'8" +74 .82
4'8" x 6'8" +64 .70
5'0" x 6'8". +60 .66
5'4")( 6'8" +56 -61
6'0" x 6'S" +50 -55
Drawinl! If
99.0S
99-08
99-0S
99.08
99-08
Description
Double
Double
Double
Double
Double
Configuration: XX
Certlf)'ing florid. En&lneer
Tut RellOrt II and Llcen~ Number
210-1987-J.ZjH Barry Portnoy
210-2024- 't,f;.. P. B, No. 16258
210-1987.1,2.}, if Barry Portnoy
210..2024-1(, r,? P. E. No, 16258
210-1987-I,L},y Barry Portnoy
210-2024-./tU P. E. No. 16258
210-1987_1,2"l't DanyPortn<.l)l 11
~;;~~'~; N::';; f
If/H/li Y 11<.
Test
ASTM E-330.90
AA.\1A 1302.5
ASTM E283.91
ASTM E331.96
TESTS
Desulptlon
Uniform Static
Air Pressure
Forced Entry
Tetlt Locatioll
National Certified Testing Lab
Orlando, Florida
National Certili~ Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
National c..rtified Testing Lab
Orlando. Florida
Tesl Date
10/03/1997
04/01/1998
10/03/1997
04/0111998
10103/1997
04101/1998
10103/1997
04101/1998
Air [nfiltration
Water
Penetration
Product AcceptancelLabel No: D01.224
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8S1-226
FiNAL ANCHORING OF A WOOD FR"'I>IE UP TO S'+ X a'o
SINGLE: IN$WING UNIT w/WO SlDt:UTE$
PRODUCT ACCEPTANCE No.: D8SI22S
1:
I r(l" f
f-J0 1
J=\!l CD
~D'
--<J)
~
-0
'DL-
j
5 1/2"
,
6"---1 r-
CZf-
(
L-
rf-
1.2" TYP, .)., C
~t-:' ~ I U
1.2" TYP, ' 25 1/2".
~f-
1.2" TIP g- -i
~~.
12" TYP, 25 1/2".
~f--
1.2" TIP, B- f-f
t-f- .
1.2" TYP.
t-f-
1.2" TYP,
Lf-:'
0-
0-
0-
....!A'"
0-
'11'--
0-r
i-
[,
-(j)
::@
-0
G'
a;"
f-.!A'
-0 0-
":"~ cP 0,-
.J W 1/"t · ,/.:...1 I-
WIN' SCHEOtU:
3) I #10 x 5/S" Pl<lUJPS FUT HOD
4)1 110 x 1 3 4" Pl1U..PS FUT HOD
S)I 110 x 2" 1'li<<J.>>$ I"UoT I<O/J
7) I t 10 x 3" PHllUPS RAT H(.ID
'E'
'1
~PI
@~ ~ 7/g"
~S:lr,~J
CD- - ~fl:.J .
-Ir HINGE DETAIL
J61JL;
WHf)I S1OOfll:~'JoDj{]) TO
HIHCt J.'Jn A , 4 \Ain
KustO ~A 5~
,wo A I 7 SCIIOf ~II& SCHEJ:It.AL
'C ' ""\..
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VD
.-
~.
-r LATr:/f DETAIl.
.wIt:
\ltJQ/ $lO(!,,/l"( IS "'iT ItCHE;t) TO
t.l.TCH JNJ8 lISt 9 x 1 3/4"
Pf<lUJP$ Fl.J,T Nt),/) rn:
w STRfI(E f'V,~,. NIO I 4 SQ/CoII
NPlXC OF , W ffiOU SCHroUtL
2: 2" TYP. -. t-
-j r-' 1;2' T · '(2" --, --j 4 r- 2" TYP.
1 I_I
Q)~
CD-
(f)-
,,~
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5~'~~~ ~
su LOCI( __~:;::.-.
~~ ----...-...
~
='r ~~
IN'>W1NG THRFSHOl D
L-
,~
1.2"~, Z I :
12" ~ 25 1/2"
12" TYP.
t-~.
12" TYP. 25 1/2"
~f- F}--f
f
f
~
5 1/2"
t
~
tv
cb
1--0
-0
"'-.' O'
0)
-z;
-0)
kV
kV
!--'C'
~\)
12"~,
:: fr:
1-0
I..-..
7X7'f.. 7 r:-. "=" ,... 7Xi'l.. 7
o ~D 07"""'r
,~I_ I .-1 I-
," 4 1/2. €. 4 1/2"
it/SWING rHRfSHOI D
f.-'A'
2511/2"
-.!.A ,"1'..
(Op~oI)
~- vv """b
fW'<Rf rR - fRET
Tn,..""I(l'
'Il'~ (f)- 'B!"'"
0-
0-
'C'-
0-
'C t...
( 'r-'E'
c-r- ..~:q
I~..a ~D
~i.1
INSWlNQ ~D
(~l
~~
BAARlCJt - f1lCE.
~
$= up to 5'4 x 8'0
Product Accepta.nce NQ: D8S1-226
~(woodjamb) Cooli&llf1ltioo:
2'0 2'~ 2'6
+W -99 +89 -89 +1l4 .&4
X.oxo. XO. ox
2'8 3'0
+i8 .ill +7Q -70
'53.}4 ~.Ol ~~-60
+78.78 +7Q,70
+53.}4 .(,4,0 I +5<1-60
S ~le 0!>oque
WlSidoolileS
S ~lc G la<cd
WiSid<>lii1:3
(Do<< ~ 1l<>Il11td Mi>>ile lmp.>c;t I
Tot. 210-2<l24,4.5.6,ICl.l1.12
+99 -99
Mfs, oy: Non Ya f'1ostic$ I f'ta~
Li vu\&s\Qn, NJ 070 l'l
+89 -89
. 84 -84
NAN YA PLASTICS CORPORATION IPLASTPRO, INC.
DISiINCTION FmERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INS WING: Opaque and Glazed
Max Door Size: 5'4" x 8'0"
DESIGN PRESSURES
GLAZED
Door Size Pressures
4'0" x 6'8" +74 -74
4'8" x 6'S" +64 -64
5'0" x 6'8" +60 -60
5'4")( 6'S" +56 .56
6'0" x 6'S" +50 -SO
Test RellOn II
211)..1993
210.2024
210.1993
210.2024
211)..1993
211)..2024
210.1993
210.2024
Drawinl!: #
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 -89
2'6" x S'O" +84 -84
2'8" x 8'0" +78-78
3'0",,8'0" +70 -70
DrawiDl!: #
99-01
99-01
99-01
99-01
99.01
Description
Single
Single
Single
Single
Single
Single w/sl 5'4" x S'O" +53 .64
Single w/sl 6'0" ll. 8'0" +50.60
99.01
99-01
Configuration: X, axo, XO, OX
TESTS
Certlf)'lllg nor/d. Engineer
and License Number
Barry Portnoy
P. E. No. 16258
Barry Portnoy
P. E. No. 16258
Barry Portnoy
P. E. No. \6258
Barry Portnoy
P E. No 16258
Test
ASTM E-330-90
Ot3crlDtlOIl
Uniform Static
Air Pressure
Farced Entry
Ted Location
National Certified Testing Lab
Orlando, Florida
National Cortitied Testing Lab
Orlando. norida
National Certified Testing lab
Orlando, l'lorida
National <:<<tilled Testing Lab
Orlando, Florida
AAMA 1302.5
ASTM E283-91
Air [nliltration
ASTM E331-96
Wat~
Penetration
,o~
li"AO V~
Product AcceptanceILabel No: D8S1.226
Description
Single
Single
Single
Single
Single
Single w/sl
Single w/sl
Test Oat~
0410111998
04101/1998
04/0111998
04/0 lII998
GLAZED
Door Size Pressures
2'0" x 8'0" +99 -99
2'4" x 8'0" +S9 .89
2'6")( S'O" +84 .84
2'S" x 8'0" +78 .78
3'0" x 8'0" +70 .70
Drawinl! #
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 t-NCHORING or ^ WOO.ILE:&ME UP TO 5'0 X B'Q
- DOUBLE' INSW1NC UNIT
PRODUCT IJCCEPTA,'1Cf. N?' 080'228
I .4 16" f 6"-1 1-6"
4" If-- ~ 7 @ "-'0'
12" HP, I}-'rf:~, cb
~t-. _0)-a
12" TYP,
~f-'
12" TYP. ~-f
~f--'
12" TYP.
12"tp~' b+f ~~
~f- ' \ -0)
12" TYP, I
12"t-r ~f ~~ 0) 0)
Lf-: -~' r-IQ) \' \'. I
.J W 1/2" L 4 1I2':..J J- L
! 4 1/2'.
t 6"--1 r
I~
0::
0)-
-0)
1=0
-0)
~'
0-
0=
~ ~2" 0)-
(~ 1 \ 'f>,'__
.Z:;- "C'
.illM - h ~CTIY[ 0 -
L/~ 0=
(-
0-
0-
0=
1-
-J L'1/2"
[
I
T
SCROI SCHf:DU<.!
3 10)( 5 8" Pl-IIUJP'S f1.). T Ku,o
4 10)( 1 3/4" 1'H'U.JPS IVor HUll
5 10)( 2" PHlLtPS f1.,< r HVoD
7 10x3" ~f1.).rflv.D
11-'-'1' I
@.es:. 9 7/8"
or @I- fkBJ
-rl-
~
w:i.b<:lt ..r!l~
"'S~ ~
-4
"C" LATCH DETAIL
.
.. Ir HUlCE Dt:T.4.l L
~
~~
t---- ~ e~,
~i'~ ~~ "-
lJIK ~/ ~"
~~~
/N:S mvcn<ws
~U' ASTRACAL PLATE
NAN YA PLASTICS CORPORATION I PLASTPRO, INC.
DISTINCTION FI.BERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
L'lSWING: Opaque and Glazed
Max Door Size: 6'0" x 8'0"
DESIGN PRESSURES
t1
( .
~
IJ:t~O TrIRJ'':HOID
~
INS'WfG TrIRBHQ(O
(~~)
~
RAJ?R1E1?-FREE
Thruh<>l4
OPAQUE
Door Size Pressures
4'0" x S'O" +99 -99
4'8" x S'O" +89 -89
5'0" x S'O" +84 .84
5'4"x 8'0" +78 -78
6'0" X S'O" +70 .70
DrawiD2 ~
99-08
99-08
99-08
99-08
99-08
Description
Double
DO\lble
Double
Double
Double
GLAZED
Door Size Pressures
4'0" ll. 8'0" +99 .99
4'8")( S'O" +89 -89
5'0"x 8'0" +84 -S4
5'4")( 8'0" +78 -78
6'0")(8'0" +70 .70
D/'a,,'ine Ii
99-06
99-06
99-06
99-06
99-06
Configuration: XX
Test Report II
210-2024-
4.5,6,10,11,12
210.2024-
4.5.6,10,/1,12
210-2024.
4.5,6.1 0, 11.12
210-2024.
4.5.6.\0.11.12
Cenlfrlng Florida Enlllleer
aod License Number
Barry Portnoy
P. E, No. 162S.&.._
Barry Portno/,
P. E. No. [6258
Ba..-ry Portnoy
P.El.Nu.162S8 t
a..-ry Portnoy
P. E. No. 16258
f
a~ }, {(V
ASTM E283-9 \
ASTM E331-96
Ttlt
ASTM E-330.90
AAMA 1302,5
TESTS
OeStrlPlloll
Unifurm Static
Air Pressure
Forced Entry
Test LOUtlOll
National Certified Testing Lab
Orlando, Florida
National Certifi~ TlZting Lab
Orlando. Florida
National Cortitied Testing Lab
Orlando. Florida
National Certitied Testing Lab
Orlando, Florida
Test Date
04/01/1998
Test RellOrt II
210.2024.
10.11,12
210-2024-
10.11.12
210.2024.
10.11.12
210.2024-
10.11.l2
04/0111998
Air lnfiltration
0410 !/1998
Water
P~cttation
0410111998
Product AcceptanceILabel No: D8DI.J28
~
CenlfrlDg florida Engineer
and LlceD.!le Number
Barry Portnoy
P. E. No. 16258
Barry Portnoy
P. E. No, 16258
Barry Portnoy
P. E. No. 16258
aany Portnoy ~~
,. a No. "". @
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LAST PLOT DATE
October 11, 2004
PLASTIPRO DOOR
DETAILS
MIAMI'.
_iJfiI
8UllDL.'<G CODE COMPi.lANCE OFFKE (FiCCO)
PRODUCr CQ~TR()L DIViSlOi'l
ML\MI.DADE COUNTY,. FLORIDA
.METRO.DADE FLo\GLER8:Ul1J)lNG
140WESl'FLAGLERSTREET,SUlTE 1603
M1A\11, FLORJOA 331 3,0-156 3
(30S) 375-290) FAX (305) 375-2-908
NOTICE OF ACCEPTANCE (NOA)
.. Cert;tinTe~d CorpQ~:atIQn'-"~""w.""""~,-,~-",~-""."",,,,,,,,,,,,,,-,,,,..,....------......''-..--'...-.,,-..----..--..--'.~---.-'-~,,-..,'
1400 Un.ion Meeting Road
Blue Bell, FA 19422
SCOPE:
This NOA is b<eing iss'l.led under the applicable rules and regulations ~vef1}ing the use of COnstruction materials.
The documentation submitted has bt.'en revie\ven by MilJ.mi-Dade Co\,\nty Product Control Division a.nd accepte4
by the Board of Ru1es and Appeals (BORA) to be used in Miami Dade County and other <ll'eas \\'hen~ al1{)'\"ved by
the Authority Having Juris.Jictiol1 (AHJ),
This NOA shaH not be valid after the expiration date stated below, The Miami-Dade COUllty Pt'Qdutt Control
Diviskra (In ~'harrri D.lde County) and/or the AHJ (in area$ other than Milmu .Dade County) reserve the right
to ha\'e this produ.-;t or material tested for quality aS8\lnmCe purposes, If tb.is product ortnaterial faits to
perfot'n1 in t.he ilCceptt'd marmer, the manufacturer will incur t11e expen&c or such testing and the AU! ruay
irnmecliate1y revoke, modiiy, or suspend tbe use of such product or material \vitbin their jurisdiction. BORA
reserves the right to revoke this acceptanc~, if it is ddlttmined hy Miami~Dade Count)' Product Control
Division th.t tills product or material tails to meet the requirements of the applicable b\lildlllg code.
This product is approved as described herein, and has: been designed to comply with the Hig.h Veiodty Hurricane
Zone of the F10rida Building Cod.e.
DESCRIP1'lON: landmark 30 (and~AR) (and '\Vidc'l'r.uk QB), J..audmark 4<) (and~A.R) (and \\'ideTu(k
QB) aud Landmark 50 (and.AR) (a.n~ Wt.deTraek Qn)
LAllI<:UNG~ Each unit shall bear a pemmnent label with the manu.facturer's name or 10$0, city, state i".nd
follo'....ing statem{~t: "Mianu-Dade County Product ContJ:ol Approved", unless otnerwise lwted herein.
RE:"\E\VAL of this NOA $haH be considered after a ren~wal applkation has been file4 and there hasbe,en no
Chlli1ge in the .applicable bUj1ding code negatively affecting the performance of this product
TER.'llNATlON of this NOA will occur after the expiration date or ifthere has been a :tCViSl()ll or change in the
materials, use, and/or manufacture of the produd or pr<xess. ~I isuse of th.is NOA as an encorscrnent of any
product; for ~ales. advertising or any other p'\.lrpoSCS shall autornatically ttnninate this NOA Vailure t01:.omply
wit" any section ohMs NQ1\ shall be \.~aU$e for tenTlination and rert1o,,'a1 ofNOA.
ADVERnSE1\.f.ENT~ The NOA number p!e~edoo by th.e \yoras Miami-Dade County, Florida, and fuHowoo by
the expiration date may be displayed in adn::rtising literature. If any portion of the NOA is- displayed, then it shall
be cune in its entirety.
INSPECTION: A c.opy of this entire NOA llhall be ptovkted t(') the ,lser by th~ manUfalCR\rer or its dismoutors
and shan be aVl:lllable for inspection at the job site at the request ofilie Building. Official.
11,is NOA consists of page.s 1 through 4.
The sllbmittt>d documentatiM was reviewed by Frank Zuloaga, RRC
9
NOA No.: 92-1219.0J
E:s.piuthm Date: 02128/01
Appr<mll Date; \)Jtl1/03
Pa~e 1 of 4
6. 1,ABElJNG
6.1 Shingles shaH be labeled wit1 the Mi:Jmi~Dade Logo or the wording "Mja!1rl:~Dade County
Product Control Approved".
7, BmLDl~G PER.'\UT REQlJlRE.'\lENTS
7.1 App1ic..\tion for building 1-~rmit shan be accompanied by copks of th.e fol!owing:
7.1.1 This Notice of Acceptance.
7.1.2 Any other d<xument'S req\l.ired by the Building Official Or the applkable code in
order to pro})er 1y ev:a1uil te the in.fitaUation of this system.
DETAIL A
CE.R.TA1NTEED LANDMARK 3.0, 40, 50
An d1menslons shQW'f'1 are in inctles
-................,....16 1 f4..............,........""
- 6 e)r81
-"'-1
\-55184
L-........_....
It;$;:-'
Starter
iMI'!!'I...!!!!!!Lll!!!!!..
Eaves
NOA No.: 02-1219.Q3
Expiration Date: 02128/0'1
Apprtl\'alHatN 03JZ1/03
Pag" 3 of 4.
ROo-HNCASS1DlBLY ApPROVAL
Categqrv;.
futb-Cattgory;.
'\ f at~Thlllt
Dects T)~
Rooi1ng
07310 A$phalt Shingles
Dimensional
\V 000
1. SCOPE
This revises CertainTeed Landmark 30 and AR (antI WideTrack QB), Celi.ainTeed LlUldma.rk 46
and All (aud WideTnlck Q.8)~ CertainTwl Landmark 50 and AR (and WideTl'ltck QB) Shingles
as manufactured by Ct:ttainTeed Corporation o.cs(:ribcd in Section 2 ofthis Notice of Acceptance,
.2, PRODUCT l)ESCRlPTlON
,Prpdui>! !)im~nsiQn~
T~st
SllcdflcllloBS
Product Destription
Certainteed Lalldnw..rk 50 and 13h" x 38 %."
AR (and WideTrack QB)
Certain teed Landmark 40 and 13~~" x. 38 %"
AR (and WideTrack QB)
Certainteed Landmark 50 and 131/~" x 38 :y.."
AR (and \Vii1eTrack QB)
Accessory Shingles \'anous
PA 110 A heavy '~eigbt, 2471b/sq, dimensional
asphalt shingle.
PA. 110 A heavy wdght~ 2641b/sq, dimensional
asphaJt shingle.
P A 110 A heavy weight, 2961b/sq, dimensional
asphalt shingle.
pwprietary Accessory shingles for hip, ridge and
starter strip applications.
3. EVIDL~CE SVH:\1rnED:
Te,st ,},gen...u
Test Ideutit1er
1\;st N~}meJRl't)(}rt
UL 790
Date
04/02:01
o lf12/0 1
11/12/02
t~l1def'wTlters Laboratories, lnc,
R684
peTC -01..02-01
CTC-006-0 2 -01
P A 100
PRl Asphalt Tech.nologies, Inc.
Und,,"r'\Ylitl.':fS Laboratories, Inc,
94l'\K9632
02NK42448
Wind uplithesistan(~ePA 107
11/30/00
11/08/02
4. Lll\UTATIONS
4.1 Fire classiEc<ltlon is not pa.-rt ()f this acceptance; re[t:t to a current Approved Roofing
M~terhl1s Dircct(yty fur ftre ratings of this product
4..2 Shall not be installed on. t'Qofme<l.n heights in excess of 33 ft.
5. INSTALLATION
5.1 Shingles shaH be instalk;d in compliance ,,,it11 Roofing Application Standard RAS 115.
5.2F1ashing "hall be i.n llccordance with Rooting Application Standard RAS 115
$.3 The 1Jlanuf2cturc.r sh..~ll pnlvide clearly \\'ritten application instructionS.
SA Exwsure "nd course layout shaH be 111 compliance "",Hh Detail 'N, attached.
S.s Nailing 8.hal1 be in cOlnpli::U"lee \vith Detail 'B', ath\ched.
NO,\ No.: 02-1219.03
Expitau{ltl Date: 02128/07
Approval Date~ 03/27103
Pllge 2 of 4
nET All. B
~..-......~",..~"",..,_.
..,~....-'-" 383;'4' __,__.__m.'....__-;
L. 12" ---- -i-" 143/4" - -",. T.."......-.'" 12" ..........."'''....-{
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.1..".... ,".,..... .".._,,,..~_..L......,,,,.. .m'..'............, '. ....",..'",.......... - .............1.
U\NDMAHK 30,40.50 (AND AR)
"...... ....,........ ..------ 383/4" ............-. .........".,..........,,-'
~'/.l7Z""'-;7-!'7'..'.'7'7. 7'':>:::'27' /' T~Z' ~;;iC'1;;f r~~~'/22?:-:Z.:227>:7.:". "',~~:.,. . .
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~ ~:i~-I(aoo "l~t & ~(NJ~f ~ tlJ'~'t.
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(Low afltl Stanoard Slope)
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L>\NDMi\R.K 30, 40, GO (AND I\R) . WrDETRACK QB
(Stt.'..,p SlOpe)
:Et\D OF nns ACCEPTANCE
NOA No,; 02~1219.03
'E;\pirat\(lo Date: 0Zi28':07
Approval Date: 03127(03
Pa~e 4 of4
............~........,-~--- -
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DOOR AND CONNECTION PER ,J \,
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SCALE: N.T.S.
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SCALE: N.T.S.
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*
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MtTR!( DIMENSIONS
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ENGLISH DIMENSION SHINGLES
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--
------
HIPS AND RIDGES
.,..,.....
SHADOW RiO(W AmSSORY SHINGlES
fOR HitS ANI> RIOOES
-----~---- ----
ONE ClEAN-OE<K APPLICATION METHOD
FOR ENGLISH DIMENSION SHINGLES
..........
f1VHOURSE OIAGOMAL MHHOO
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DETAILS
'Hm._'.__
US HOME PRODUCT APPROVAL SPECIFICATION SHEET
,o..s .~eq\Ji\ed ~i F IOrida: ~at<.;te :553. ~42 ahd Flori da Admini s,rati>~'e' Code 98-72, please ,~O'v ide tre Info r ma tion. and awr0va I 11'..ifT1t,eiS on: the buildifl'~' compor:~~:'S
!,;$teo bel aN If UBy W(tt l)e ,:.Aj/lze(J on the. CO(l$tfucb(l"~ prO,ft.~{;t ~)r wr'.tCh r"(~0 ate '~.WprYlr'9 fO! a t)\Jlltjil:'1g f.~niJ1 ,ItViJ ;"econ'(n~t:d you '.)<If'.tac,t ye<jf ~-()(;aj ptcdv(;t
S"Jpplier shQu.Jd you i'!.ot know the product appu;d,'2.! rlurr'oor f',,)f 9-r.y-Qf t/'-ie apphcable :lst~<i prodvGts
c illeQQ rV!S UD~ateo:O rv
1. e;xTERIOA. OOORS
A SWiNGING
Manufa1:turer.
Tcerrr~.. Tn.;
8 SLIDING
.Kir':Co
,EleIt€',Eh't ('II HQrn~ !";,oo)
fia Exfrw--ers (M He.stone'
(.3et~,eraj Alu>nitiUlTl
C SECTIONAL
,C:ooav 8\..illdina Pr (;_c4.A'\$
Ci OrTif~
Z. WINOOWS
A Sil'~O[E HU,NG
C<hro
Qe-He:rBi!t
F:a. E),1f'ner$
Gene !ai I.... tvniiflUfYI
Geneia~ A/I.,lrrJ-nvm
8. HGRIZONT.4L SUO"i~
KII-";V
Sete cSH
F!a &trud~rs (Miles!or-:e)
Genera1 Alljrni(R~m
1---
C FIXED
Kir:co
BNw:'S,I{
Ffa Extruders (Milesto0e
Ge.ne1a1 All.!J1liMurn
-G~n€lal Num,inwrn
D MUlUON-
KiGco
Bene'Silt
Fla, Ex!.nJders '1\t1dest6ne'
'Fra~ Exirz.Jd.$is {i;,\ilestofle:
.Gel'ce;al Alumin'jm
-oene~l Ak.imihum
Cer.eral A1'JiY~inum
General Alu&ir~um
3.. .?ANfn. WAll
A SiDtf\/G
lB. SOFFITS
Ki!vc3n to
O:.:tnerr>('1 ,~s.r'1ley Bti:dh-jQ:
CameWn AsNey Su,id!:'1Q:
f',odu<:t DescriPtion
Appr.;MII NlJrh!;ler{sl
S'rr1octh .Sti3f
FL 117.J5
Mk 2!3I'V5. MJI;2A3!'1!5 HR, Mk 21314iO XHP
_. 420' 4'fO/45'i, -:~70HPJ45ZHP
Series 5001~ 0001200Q
42014301440
FL12-S.
Pl..?61
Fl..<l5
f'1264
Garace D(lo, 6RSTV'i4 r16.'< 7J
Garaoe Door I3RSTN4 \) X 7'
Ft.x:t;266
R302Q:.4
. Mk4Q00]Ai0r,57ooHi'
165 16f~, :,240/47.>01-9
Serres 1:)0011 QlJO/2000
11 00/1 ~ 4v,t440/1450i15401150011570i190cV
1.940/1970
n12:J
FL(,.(;13
F~42
Fl.,254, 11$9;;'
FL254 16,
R\r\i HP RW X,.'!? f~JV4-XHP
165i316-3.680
Ser:'e$ 1000
1180/14'80/15$QI1580i1980nSo.
F\.'24
R67Q
Fl.43
FL25$ 1700
Nil< 40/50 PNiCT, Tv'lPyVfCT
16Oi3(){):). 74013740: ,324[)j4250HP, 6.00
S-eJ~e$..1 COQ/A'XlO
110CITDL/11-CXrf450rOU1'4f50/13b(!/1570i19'OO/
1970r.oo(}O/5~Oi)!5-:J.!30
Fl'25
rL'376
f'L44
F12~: ~In, 1697
1'L2'5$, 263 10'9$
'A03-04A. M01.Q3A ftl96-0eC
L9?7
Fl.G74
R974
Fl1252.1
FL 16671
H 100& 1
fl1$6S1
FE57091511Qi5711J611?J57 j 3/0 ,1 ~5718
FE5JO{V5701l57' 57Q415705i5717
11iJ0/190O/W7Q lun,\'iJIIUfKlTn ~e$
1442,.1445.1446 Sii1.JC\wal Mul!sari.:j Brackets
1M..5,1447,144 s arKj f3~ackets\
5300,554753465;350,55'5000 Muils. and 8rackehi
O$05/06:~$/95tiQ{9-510 ,AtufnlniJrn Soffit
4~5S0l45102/45~'02N Ali.J!'01'tlvrn Soffit
Aluf0,irlU(f!. ": ppi~ Four T (4
FL\905.
FL4','l
H40$2
E OTHER
g...~:Y@.L COlliER ___ b;-.------- ._____
0, GL\S-S 8t <:x:;.t< Flttsb'UfOh Coniu" ~ Corp. Glassl!nit MQronrv jns~.Jw ;h:i\{/.l~a(
- FL136,,----
4. ROOFING PRODUCTS
~?HAL . SHINCU;:S
e UND€r~cAYM€hrs
C. ROOFll'iGFASTENEHS
D ROOF \!ENT~LArC8S
Certain Teed co(~~ ~a'k 3<),40 (WQ ARl
XT2~ 'aod ARl XT30 (a.nd ~,R)
F.L200 ,6, Fl25D 7
FL250 T 4. F[Z50 15
A.trVe{lt fpc
C".;tarn Teed Corp .Ro;>f\.-,q Mo<:idied Bitumen Roof S"$tem
FL47S
E R<)OfING mES
F MODiFIED 81IUMEN
G 81[;(;1-1: PLY ROC'!" SYSTEMS'
H CEMENTS-ADHESIVES COAIi~'lGS
I ROQP "ll..E ACHES:.,,-
J Q;'HE f~
5. SHVTTERS
iA $, ORM PANELS
ITOLONIAl
C. ROU_.\"'P
D On'rERS
6; SKYLIGHTS
A.. SKYliGHT
1<'<, OTHER
7. STRUCTURALCO~WON5NTS
A. v'VO<;() C.oIlil'IE'::;"'Or,SlANCHCRS $lmpSQr, Str,)ll', :r';",
USP Strt.i(.tuf~l Confl
~TRCS$ PLATYS
M~Tek jndus~ries, IX,
C ENGINES"ED LU.Mg>=P
8'.Jlse Ene Wood P'coo
D RAr~Y"G
E ODNCRETf,".
ADMIXTURES
F MAT>'PiAL
fECP Corp (Cast.c'e:el
G GTHER
a. N5W EXT'lSRIOR eNVELOPE
A-
s
Vent-lf;?l!)$.
FL4IJ62
vVex:xJ Conre<.::tors aixj" AncpQrs
'NQ'Jd CO,,,,,dOfS and Anchol's
see eMit
'wze tba!t
:'rWS$ P1a~e3
~2'197
Versa-Lan! SP
'v'Io<iO :-JoGts PLUG'S!
Fl1644
Ft1640
l1i"h $(rendl1 Cof1.cret~ ip(eis
Fl.158.1
TI:e produds j $~e_(1 b€low <jkj not dernot'Str~te pro<Juo ap~lf~.)\~1 at pian '~\ie<N ':.;ndermand ~hat- at the time of i~"-spzGtjQn 'Of tfie'$e' 0w<KitS\ ttie fC!IO'N;f'g
W~OUf!,~tion I'nV& t>e a'/Jdable to ir~e iht>pecwr on th~ Jc!:,)s(te, ~ t cOP'f Qf _the prod,l...ICt apprQ~iaj! ,2) ttle pe,:D(lilB.nce (*,ta~8cteristic.s \ioftllcht~e prochp:1 '~~'a~ tesfed, 81~d.
c;ertlfioo to COf1"1p!y ,'-f'i{}l, 3i copy or it)9: appllcatl€ rnEtClIJf~cb..Jfe~s :':'lst;I!!atiD:"l ~eql...:mZ~,7,ent$ Fwrrr-eL t uoo.e(s~.a,.-~j ~he$e prodL!ctS r-fia-f have to bt$! removed It appro,,'?i
CiJClnot be delrior.'Str~te(l dur~ng lr:'$;:.~hot\
-. rf.. .11" rw
-. la' lY~
i
1
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(~0l1VEA$ ~ 1\1 $Al\!i 1)l~1'lOlI '" Itll>$)
APPLICANT SIGNATURE
DArE
I (!i~t)~+~~('v~"t; (W)
I
r
I 4l)":~
I 40~
I I
L .33 ~J
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,~ 4.97
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PRODl"Cr CONTHOL DIVISION
~
'.., "n"H..
_ J ,., 'l'~
--
Simpson & USP Cross Over Chart with Florida
Product Approval Numbers
P rodu~t Oescnptlon
--
'IL.\.~H-DADE COUNTY. FLORIDA
l\lETRO-DADB FLAGLER .Bt1lLD]i'o;O
140 WfST FLAGLER STB,EET, SUnE 1603
tvllAMt:, f'LOR1DA 33130-l563
(305) :'15.2901 Fi\X (305) 375-2908
ROOFIN'G ASSEMBLY ApPROVAL
Category: Roofing
Sub,Categon: Roof Ventilators
US? Product
Number
Florida ?ro<Jud
,t,pp,oval
Nllmber
NOTICE OJ<' ACCEPTANCE (NOA)
--- ,~~-
Air V cnt, Inc.
3000 West Commerce Street
Dallas, TX 7S212
J.-\/~
'Q,~3
-l
I (RV)I'..
A,"
:\la terials:
Maximum J)esian Ptessu~
Fire Classitictltion:
Plastic
NJA.
NlA
ivIt-'34
F!...S:'::
;:>,<\1..)44
F,-5'~~,
RS300
F: 3:c'=
~~8 ___ ~+j~___
LFT AS Fut~:)
HHCP2 FL6~-
L.PHGS Fcc1
i-:i,A,16 ;:::~.,:::.
'-T /'.20 Fl.?:
THDH210-2 FLb-:; ~
TRADE NAMES OF PRODUCTS l\L\NUFACTURED OR LABELED BY ApPLICANT:
SCOPE:
This 1\OA is being issued under the applicable rules and regulations governing the use of construction materials,
The docurn~,ntation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Cormniltee to be used in Miami Dade County and other areas where allowed by the Authodty Having
Jurisdiction (AHJ).
Test
Spcdft(:atioll
Product
DC$U1PtiOIl
Product
Dimensions
VenturiVent PlusT}.f
Ridge Vent
TAS 100
Copolymer pla~tic low profile attic lidg~
vent with an. integral end plng for
instaUation in shingle roof systems.
See detail d.rlwing
herein
HTv'y'10
HT'>JV20
HTT1,6
j-fTT22
"~3= .
IFLt<~
IF~,;: .
IF:',,:
FLS'6
Flo" ;'-
1..\-,,"
IFU~'
EVIDENCE SUBMITTED:
Tllis NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or
the AHJ (in areas other than Miami Dade County) reserve the right to have this product or matetial te,~ted for
quality assurance purposes. If this product or material fails to perform in the accepted manner, the .manufacturer
will incur the expense of such testing and t11c AHJ rnay immediately revoke, modify, Of suspend the use of such
product or material within their jurisdiction. BeCO reserves the right to revoke this acceptance, if it is
determined by BeeO that this product or material fails to meet the requirements ofthe applicable building code.
HUS26
HUS2.8
HUSA1G
H:"+S41-2
Test Agencv/Identifier
Name
Report
Pllli.
._-
rHO
"kF
I.IJGT2
LSSHe> 1
: ~
CO~GE (REf) 1
i- ~'l RUNllIJT 7
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(I)MI>k. W Soflil~A1"",juumAlloy)105. !lJ6(<J>oaell.l!n)
c;\) Molc.12' Soflilfn.'1llAfwllisllun M1<ly;!Q5, 1lt4(~"lI"M14)
(1) C..~ <\-ll W1JJ$s: U,z$ a1c1l<< (lli' Soffit) t4.~ ~ (12' Soffit)
(4) All JAsid< D<M llol!il "'" a.O..1.~ Oih...."'''" NolO<!
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Preduc.. \\I~ NN cte.lW-""'" ~iRW. C<>lllt
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100" Ve:n.kd &>>J"<<
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'ann CONSULTING ENGINEER
~U J I <$0 F. u:M>>i S" .WE (), f;;RPQti $PI';/M;J/ !'t, J<68'
aW4 p/'t<>>"'lit (127) 9"J$... $t~ '~> (7$7) 136-60$.$
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PART:
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CAME~ON .6:SHlev---j
BUILDING PRODUCTS
SOLID AND ;;~RATED I
ALUMINUM SOFFIT i
IDA IE 5-15-02 I
_: 1 A.. 1 0051
SCALE: N, T.5
~.t.~&y~ J,N.L.
fU' .
'-Ie'
11",,00,
Center for Applied Engi.neering, Ine.
r AS 100
Wind Driven Rain
07-07-00-68
04127194
This product is approved as described her~in. and has been designed to comply with the Florida lluilding Code,
il1cluding the High Vellxity Hurricane Zone.
DESCRUrnON: Air Vents Venturi Plus
ApPROVED ApPLICATIONS:
... :...2~ i:
L.sT,~ ~ 2'
L.ST ~\ ~5
Fl. 3 ~ :'
;u~';~
L.ST AYJ
LST A~
Li~Vi2
F;...,s";3
FL,S", ')
FL6:,':)
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and
following statemeUL "'MJ,uni-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after 3. renewal application has been filed and there has been no
change in the applicable building code negatively affe(,ting the performance of this product.
TERMINATION of this NOA will OCCllr after the expiration date or if there has been a revision or change in the
materials, use, andlor ll1.umfacture of the product or process. Mi~use of this NOA as an endOTSeniellt of a.ny
product, for sales, advertising or any other purposes shall automatically terminate tlus NOA. Failure to comply
with any section of this r\OA shall be cause for temunatioll and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, aod followed by
the ex.piration date may be displayed in adveliising literature. If any portion of the NOt\. is displayed, then it shall
be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available l' Dr inspection at tllC job site at the request of the Building Officia1.
This N'OA revhes l\OA # 01-0910.04 and consists of pages 1 through 3,
The submitted documentation was reviewed by Frank Zuloaga, RRC
2:12
Slot:
Cut a nunimum 11/2." slot along the apex of the roof by cutting %" on each side of
the ridge, The slot shall terminate approximately 6" from the rake edge.
LTW1E>
LT\i1;16
t. T\^!20
_8:
'i~3:
Ft..8"D
LlS19
LTS20e
JUS26
.11)$414
NHD~X1178lJ
HT A24, 18
~t~,~; ------
Place ridge vent section centered over tbe void at one end of the ridge and insert
end plugs. Fasten with roofing nails through nail holes in vent. Butt the second
sec:tion to the first, align and fasten to roof. Continue this process from end to end
Installation:
FU~~'i
S2'
~) ,
~'l -..:.,~';,
Ridge Shiogle:
Install pre-manufactured or 1ieLd cut ridge shingles over the ridge vent in
compliance with the ~hingle manufacturers Product Control Approval and the
installation inSt1'I.lCtiQllS I,lsing 1%" ring shank galvanized nails,
-.-
Net Free Area:
Refer to manufacturers published literature
~.'T42
5P'24
SPT4
FLjA -
FI_S" c
~Unimum
Slope:
~: .'::l.',A
8
8
!liO,\ No,: 03:193C1.10
ExpiJ:ation Date: 04/05/06
Approval Date: 01/29/04
Page 2 of 3
NOA No.: 03.09.30.10
Expiration Date: 04/05/06
Approval Date: 01/29/04
Page 1 of3
LIMITATIONS:
1. Refer to applicable building codes for required ventilation.
2.
VenturiVent Plus™ Ridge Vent shall not be installed on roof mean heights greater than 33 feet.
All products listed herein shaH have a quality aSS~lrance audit io accordance with the Horida
Building Code and Rule 9B-72 of the Florida Administrative Code,
3.
DETAIL
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NAILS PATTERN.
12' Soffit - 10' 0 C, :n tf',e Dlrectio<1 of Soffit Length
12' O,C, il'1 the Dll'ec'tion of Soffit \o/iclth
16' Sof'fl't - iO' O. C. in the Dlra>ct!on of Soffit Length
~ lG' O,C in the D,r-ectlc" of Soffit 'w'ldth 0) D>i?siQ'" f>ressl,.ir-e
NAllS' A-JOlNT AREA 12' DIA. SHANK i DlA, HD, l~' LONG
~ BATTEN! 2'X2' P.T, SO\!THERN PINE CONST, GRADE
Jf![J MINtMUM Z'XZ' CONSTRUCTION GRADE
_,-~ MIXED SOUTHERN PINE O~ [QUIV
\.I" \,IOOD SAT TEN STRloS
~
t I) Use Alumi.n\ltll J-Cbanncl. Ashley Part No.4/j4ZO, to install.
Secure I-Channel Using ~R~il1tll4t 0,12" Dia.tnctel:
SlllUlk NWls l-l/r LOllS At J 2" Spacing ~ Nails,
See note 5 for fiJ-(;hanttel AWlicatloo.s.
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(2) Soffit Nailing Pattern: ,
12" &>ffit - 10" Q,C, in the Dilwtion of S<lffit Length
12" Q,C. in \he DireI."tlon of Soffit Width
t 6" Soffit - 10" O. C, in the Dilwtion of Soffit Length
16" O.G. in the Direction of &>ffit \Vklth
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O.S.
~(.. eATTEN NAILER (NOT'lS4)
J.oCHANNa '
\N-S'TAUATION
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$Ioe ViEW Of EA:e '_+
11\i_l(f-L~il
, 24' ~W'-7 i
_J FOVERHANG I !_
J.CHANNEL -.J
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VENTURI VENT PLUS
(3) De.iign ~ Ratin& ll'SF):
ExtenQr
S1.4 "sf
Interior
34.4 Pit
12" Solid Soffit
J:1 . Vented S<>ffit
16" Solid Sotlit
16" V cntoo Soffit
FRONT VIEIoI
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I
SOFFIT PIINEL.
TYP, NAIUNG
PATTERN
iO'Xt2' 02' SOFFIT)
10'XI6' (16' SOFfIT)
E~D OF THIS ACCEPTANCE
(4) N<>t ~ if O\'e<bang is \2" '" 1<1lS. If o,'etbaIta is U" to 20"
divide ~ wtdlb ill J1Illfto ~ prop<< O.C. lo<:~ !'or l3ll\tllo.
Nail~ (h,. tb1... IS" o~ the Batten should be ~ O.C.)
MSClA
\ $) l1\llar Bauen Nailet not reqWrod fO! F..e1umt>cl AIoplka\ions. SnlIp .
knlliM ,~f_ o.mIll1~ll F"(;Iw>Jld dire..1ly' toW~lll..w.gr
f-Naiko' 16" O.C. ((:as C<m.~n) O! .12" Dt.A. c'OtIQlliOll Wlistcnl
!>ail l-f-long 12" 0.'" (Pla}-wood I O..B.S.~.
.~
NAIL COAAOSiON
RESISTANT NAIL
"~ ;- "'TIe< _""NOTE"
IN$i~t~~~
SIDE VIEV... Of EAVE ' -TH
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NO.\. 1\'0,: 03-0930.10
Expiration Date: 0410SI06
Appt'()\al Date: 01)29/04
Page 3 or 3
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ROOFOVERHANG I l_ "- NAil CORROSION ! 5-;')2-0"<-- ALUMINUM SOFFIT
J--CHANNEL..J RESiSIANTNAR.. :PARI: . . i
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Numbe,
t~34 FL474 f'ramill( /,r~hOr
i\BU44 FL47 4 A(fu~taNe Pest $ase
(::$22 Fl1B01 Coil Straj) r;e
1->5 FL474 Hcwriciln€ Ta
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1-'25 Ft...474 f-h.rrr\car,e :,~
l-i6 FL474 Hurf!cane ~.e
HCP2 L47 4 Hk~ COiT1'3( ?~ate Connector
HD<28-S0S3 FL474 Hoid<'IOWi'o
HETA16 FL.19C1 Ei"l1bOOded Tr'JSS Ar'lC'lo,t
HETA2C FL1901 E(ntl(,.::.Q<J~:~<lT':"$$A;'1ci'tor
HGU's'21C<2 FL474- Trus,s h3;'lOEf
HHETA~O F'L 1001 E/7\b€.dCed TI-u:s.s Anchor
iSJ...IR/l.4'W FL503 HeaY\.:SkB,,<':'aG U Hanger
HTS16 FL;;38 C1e3,Y Truss S\rac,
HTS20 FL5-38 Heav.,lTr1.:SS Strfl"'1
HTT16 Fl503 HDITenslcon -,e
HTT2'2 Ft503 i..-iOlTenSIr-,,:'l ""Ie
HUS25 FL,~7 4 H.a3W ,,'olst h'd-ilQer
HUS:?8 Fi_47 -4 Heavy ",\)ist !--<3Jigef
H1..)S~1C FL474 JOist 1..kVt('€r
I-!US412 FL474 Joist Hanqer
HUSC41') ~474 Joist Hancer
.m~SC4~- ~474 -- ..Joist Hz~nQ~{
:Tr fL.1i'4 I'~ IcJ(),st H3"',le,
'UT FL474 (.Jo,s\ HanJe'
LGT2 FL 1-4'2'3 lJght GHl!W TI~d(';Wf1
LSSU21,,)-2 FL474 810. 'ai';e/Sk~'.'t'abje H~:i-e:f
LS$0?8 FL47':; Slc'_:J.3-bjE>)Sk~"'cttle h.anq~(
LSTA12 FL1901 Sua::>,,,,
LSTA18 FUG01 3([[\0 it<>
LST A3>J FL 1801 St,,,p -;,,,"
LSTA36 FLiOOl St,,,., Tre
I.."TS12 FL.474 'Twist StraD
LCS16 Fl.4i4 T"'stSlrap
LTS18 FL474 T\...ist 5iJa~
L TS20 fL474 i\~,i:st Stfao
LTr~9 ~'L474 ier'iSfonT:e-
L TT20B FL4/-4 ie0sIon Tie
LUS'.2~ FL474 -,X)lst H.;,:t!\.jer
l U$4 ~ 4' FL.474 Joist Hanger
f\'3HA,3 561'11 88 FLS38 ~v1asonr~ 2.€3n'l Ha:'iqer
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MSTAM-36 Fl.1901 Stra-R-Ti<;ior !.i\aso~
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MT520 FL4l4 T~.,:ist Stra;) MrvV20 f.'Lc:'~
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MT -288 j;L5(;3 TenStOi: T;e ~frrS278 F'",,8:-:~
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SCS 1r4>:2':2 FU463 Strox Dr'.:e ''''ere"~
SD.S 1/4x41/2 fL 1463 Stry.)ng Dr;'~'~ Sere'\v
SOS 1141'S FL 1463 str~)nq pnw:' SZ:i'~'1
SP1 FL474 St:.Jd Plate T{~
S?2 FL474 St1.id ~ate Ti~
SP4 FIA74 Stud Plata TJe
U24 Fl1218 F<..~(.~ M.ovi",t ~'0'Bt ;.,a'jIJef
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January 19, 2005
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Therma-Tru~ F/berC/ass;c J Smooth Star In-swing Fiberglass Door
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Therma- Tro- F/berClasslc I Smooth Star Out-swing Fiberglass Door
M~mum 81%e Up: To 8'4 X 8.'0
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PRODUCT APPROVAL SPECIFICATION SHEET
Florida Product
Approval
Number
FL570
FL569
FL822
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As required by Florida Statute 553.842 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 local 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
Category/Subcategory
1. EXTERIOR DOORS
A SWINGING
B. SLIDING
C SECTIONAL
o OTHER
2. WINDOWS
A SINGLE HUNG
B. HORIZONTAL SLIDER
C FIXED
D. MULLION
3. PANEL WALL
A. SIDING
B. SOFFITS
C WALL LOUVER
D. GLASS BLOCK
E. OTHER
Florida Product
Simpson Product Approval
Number
Number
Manufacturer
Product Description
Approval Number(s)
Plastpro Incl Nanya PlastiCS
Jeld-Wen
A34
ABU44
CS22
H3
H10
H25
H6
HCP2
HDQ8-SDS3
HETA16
HETA20
HGUS210-2
HHETA40
HSUR/L410
HTS16
HTS20
HTT16
HTT22
HUS26
HUS28
H U S41 0
HUS412
HUSC410
HUSC412
ITT
IUT
LGT2
LSSU210-2
LSSU28
LSTA12
LSTA18
LSTA30
LSTA36
LTS12
LTS16
LTS18
LTS20
LTT19
LTT20B
LUS26
LUS414
MBHA356111.88
META22
MGT
MST 48
MST60
MSTAM36
MTS12
MTS16
MTS18
MTS20
MTS30
MTT28B
PA51
SDS 114x2 112
SDS 1/4x4 112
SDS 1/4x6
SP1
SP2
SP4
U24
Set Pac 10
HD Titen
Distintion Fibreglass Entry Doors
Exterior Doors
FL1321
FL498, 539
Kinco
BetterBllt (MI Home Prod)
F!a. Extruders (Milestone)
General Alumlllurn
Mk 213/4/5, Mk 213/415 HP, Mk 2131415 XHP
420, 470/452, 470HPI452HP
Series 500/1000/2000
420/430/440
FL126
FL561
FL45
FL264
Clopay Building Products
Residential Wind Code Doors
FL542
Kinco
BetterBilt
Fla. Extruders
Mk 40/50, Mk 40/50 HP
165,165/3000,740/3740,324014250HP
Series 1000/1500/2000
FL123
FL663
FL42
General Aluminum
1100/1140/1440/1450/1540/1550/1570/19001
1940/1970
FL254,1698
Kinco
BetterBilt
Fla. Extruders (Milestone)
General Aluminum
RW HP, RW XHP, RW4-XHP
168/3168. 680
Series 1000
1180/1480/1580/1590/1980/1990
FL124
FL670
FL43
FL?56. 1700
Kinco Mk 40/50 PW/CT, TWPW/CT FL125
BetterBilt 165/3000, 740/3740, 3240/4250HP, 680 FL676
Fla. Extruders (Milestone) Series 1000/2000 FL44
General Aluminum 11 00TDL/11 001450TDL/1450/1550/1570/1900/ FL255, 263, 1697
197015000/5300/5350
Kinco M03-04A, M02-03A, M96-08C FL957
BetterBilt
Fla. Extruders (Milestone) FE570915710/5711/5712/5713/5714/5718 FL974
FE5700/5701/5702/5703/5704/5705/5717
General Aluminum 1100/1900/1970 FL1252
Kaycan Ltd.
Cameron Ashley Building
0605/0606/9500/9510 Aluminum Soffit
41550/45102/451 02N Aluminum Soffit
FL1965
FL406
Pittsburgh Corning Corp.
Glass Unit Masonry Installed w/Mortar
FL1363
4. ROOFING PRODUCTS
A ASPHALT SHINGLES Certain Teed Corporation
5. SHUTTERS
A STORM PANELS
B. COLONIAL
C. ROLL-UP
D. OTHERS
6. SKYLIGHTS
A. SKYLIGHT
B. OTHER
7. STRUCTURAL
COMPONENTS
A WOOD CONNECTORS/
ANCHORS
B. TRUSS PLATES
C. ENGINEERED LUMBER
D RAILING
E CONCRETE
ADMIXTURES
F. MATERIAL
G. OTHER
8, NEW EXTERIOR
ENVELOPE PRODUCTS
A
B.
CT20 (and AR), Landmark 30/40 (and AR),
XT25 (and AR), XT30 (and AR)
FL250
CRV Aluminum Ridge Vent
NOA No 03-093008
Modified Bitumen Roof System
FL479
Simpson Strong-Tie
see chart
USP Structural Conn
see chart
MITek Industries, Inc.
Boise Eng Wood Prod.
Truss Plates
Versa-Lam SP
Wood I-JOists ALLJOIST
FL2197
FL1644
F L 1645
FECP Corp. (Cast-Crete)
High Strength Concrete Lintels
FL158
The products listed below did not demonstrate product approvai 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.
F L503
FL538
FL538
FL503
FL503
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL1423
FL474
FL474
F L 1901
FL1901
FL1901
FL1901
FL474
FL474
FL474
FL474
FL474
Fl474
FL474
FL474
FL538
F1901
FL1423
FL1901
FL190i
FL1901
FL474
FL474
FL474
FL474
FL474
FL503
FL474
FL1463
FL1463
FL1463
FL474
FL474
FL474
FL1218
FL4023
FL2304.2
Product Description
USP Product
Number
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
HD/Tenslon 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 Tledown
SlopablelSkewable Hanger
Slopable/Skewable 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
Titen Anchor
MP34
PAU44
RS300
RT16
RT7
LFTA6
HHCP2
UPHD8
HTA16
HTA20
THDH210-2
HTW16
HTW20
HTT16
HTT22
HUS26
HUS28
HUS410
HUS412
THO
THF
LUGT2
LSSH31
LSTA12
LSTA18
LSTA30
LSTA36
L TW12
L TWi6
L TW18
LTW20
LTS19
LTS20B
JUS26
J U S414
NFM35X1178U
HTA24-18
KST248
KST260
MTW12
MTW16
MTW18
MTW20
MTW30
MTS27B
TA51
SPT22
SPT24
SPT4
,
FL565
FL565
FL820
FL817
FL817
FL821
FL821
FL821
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FL820
FL820
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FL822
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FL859
.
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
L ROOF TILE ADHESIVE
J. OTHER
FL822
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FL820
FL820
FL820
FL820
FL820
FL822
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LAST PLOT DATE N
October 11, 2004 @
PRODUCT APPROVAL
DETAILS
- -~---~.-._-""""'-"'-~~._- ~
SINGLE HUNG
MASONRY (FLANGE)
C'<E BY VOOD 'C CONCRE-E CR CAJL~ BET'oIEEN
BCJCK BY ~'HER~L12,. \ ~ASONRY OPEN'jNG 'oIOOD BUCK ~
(NO'E 6 ~ 7) BY C"HERS ~AS'Y OPENl'IG
BY OTHERS
CAULK BETINEEN
'oI[NDO'ol FLANGE~ ~ I
~ </DOD BUCK
to 1-114' 10CN
" A E,~BEDMENT
IBY gi~~~~ F ~ ~
71
IMPORTANT INFORMATION tlt GfNfRAL NOTfS
These notes are prolJlded to eflstJre proper installatiof"l. of Florida Extruders ~'1i1esto~e
products and must be followed fully,
B,\oI,
(BUCK '..crT" I -' l~l;t';"t~NT f-- GENERAL INSTALLATION INSTRUCTIONS
.6 ONE BY VOOD l',STALLATlON ANCHOR I I
ill BUCK B,Y OTHE",S 3/16' DIA. TAPPER ,j ,. 1) SHIM AS R!:Q'D, AT EACH INSTALLATION A.'JCHOR WlT:H LOAD BEARl~G SHIM, MAX.
(NO~E 6 ~ 7) (N'JrE 12) \ ALLOWABLE SHIM STACK TO BE 1[4"
SHIM AS REQ'D, [i' 2) USE SI1JCO~lZED ACRYliC CAULK BEHIND W1NDOW FLANGE AT HEAD &. JAMBS.
RlGlD VINVL (SE1(~C~t; , SILL MUST BE A~ACHED TO THE SUBSTRATE WlTH VULKEM 116 ADHES:VE CAUlK OR
GLAZlNG BEAD ____________ 'Q', APPROVED eQUAL APPUCATION OF V\JlKEM 116 ADHESIVE CAULK OR APPROVED
(np) ------------ r EQUAL AT FRAME SILL MUST COMPLY WITH SEAlANT MANUFACTURER'S
~l I RECOMMENDATIONS.
-- - ---- b. 3) USE SILICONlZED ~CRYUC CAULK FOR PERIMETER SEAL AROUi'lD EXTERIOR OF
GLASS 0 LQ, WiNDOW FU>.NGE A'ID TO SEAL HEADS OF INSTALLATION FASTENERS
<TYP )(SEE NOTES) I 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOW'"' THIS PRI~T ALSO
I APPLIES TO THE FLORlDA EXTRUDERS 1500 ~~D 2000 SERIES SI~GLE "'U~GS
FLANGE "YPE ~~ 5) WINDOW FRAME MATERIAL. ALUMiNUM ALLOY 6063
'.INDOIo/ FRA~€ I
~A,~Jl CAULK BET\oiEEN \
wINDO'w FI A^<GE I I ~ ANCHOR INSTALLATION INSTRUCTIO'iS
~ \,IOOD-BUCK ?ERiM€TER~' \ j
CAULK GENERAl:
I.J \'; BY OTHERS I III
(*:NDO\.l '",:DTH) / 1 \
ST'JCCQ BY O.....HERS ----- CAULK 3€:T\.tE::~ \
SECTIO;\j B- 8 ~ff~ B~~I';iT~G-'
BY GTH[RS
CONCRE'E :!R-.../
MASONRY QPL"'U\4G
EY OT riER'S
I
INST AL,-A nON ,~NCHOR
3/16' DiA. TAPPER (NOTE 12)
?E.,I~ETER
CAULK
BY OTHERS
I RiGID VINYL /1
,w::LAZING (~~~~ ~ l
(wlNDOV
HEIGHT>
SHi~ AS REQ'D,
-1/4' MAX
(SEE NOTES)
FLANGE TYPE.
VINDCw FRAME
HEADER
GLASS i
I~r (TYP> (SEE NOTES> i
S.H.
I GlUCK
r HEIGHT>
" in FLANGE TYPE I CONCRETE CR
di/-~i~t" '''l ::,~:::,"g"M~
\f..~ I 00 \ 00
~ 1-3/8' r --.;::: ~
l MI~ EMB, / i'---... ~
~ . ~. 1. ~ eX4. 2X6, 2X8 'wOaD BUCK
r ~ ~ t-. J""---- U_ BY OTHERS (SEE NOTE 15 ~ 23) ~
I JI l'-..... I ~ ONE BY 'oIOOD BUCK BY OTHERS
1~lrl (OPTIONAL> (NOTE 5. 7 "~d I5A)
~ I~ST ALL A nON ANCHOR:
#10 \,!Oot SCREV (NOTE i6 ,~d 16A)
Ii
II
SFCTiO!'~ A-A (ALTERi\JATF)
& For ;nsto:lation w;th two by
with or wle one by wood bucks.
i CAULK BETINEEN '''"NDOIN
I FlANGE: ~ ?RECAST SILL
1"1 VULKEM 115 ADHESIVj
" CAULK, OR APRV'D, EQL.
PERI8~~c~ \
BY DTHERS U.
fI,
PRECAST SlLL ~
SY CTHERS 0
6) NAIL ATTACHMENT OF NON-STRl,CTURAL ONE BY BUCK;S 4" FROM EACH CORNER
~ AND 8" ON CENTER. USE A HARDENED "T-NAlL" WITH A 0.097" DIAMETER AND 1 3/8"
LENGTH (5/8" EMBEOMENT), A HARDENED 'MASONRY NAlL" WITH A 0.148" DIAMETER
ANO 1 1/2" LENGTl-f (3/4" EM8EDMl:NT) OR EQUIVALE~T, FOR AL TEMATE SECTION
A-AlB-B. USE A 0,113" DIAMETER COMt~ON W1RE NAIl W!l1-i A 3/4" EM8EO:~ENT OR
EQUIVALEI'IT FOR NAlUNG NON-STRUCT'JRAL ONE BY BUCK INTO A TWO BY
STRUCTURAL BUCK,
&:. 7) APPUES TO ALL NON-STRUCTURAL BUCKS LESS THAN 11!l" ;rlICKNESS. NOT
lNTENDED TO llMlT TO NOMIML ONE BY WOOD BUCK ONLY, BUCKS GREATER mAN
1" NOM;MAL (3/4" THICK) AND LESS mAN 2" NOMINAL (11/2" THICK) WIlL REQlJlRE
NAlL LENGTH SUFFlCIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6,
~ 8) ALliNSTAUATION ANCHORS MUST BE MADE OF CORROS10N RESLSTANT
MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLJED SUITABLE FOR mE
ENVIRONMENT AND/OR FRAMING MA~RlAL. WHERE ANCHORS ARE USED IN
PRESSURE-PRESERVATIVE TREATED WOOD, THE WOOD SUPPUER SHALL BE
CONSULTED FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITH TME
PRESSURE-PRESERVATIVE TREATMENT PROCESS USED.
9) ALL FlELD SUPPUEO HOLES IN T'rlE FRAME (IF REQIJIRED) WILL BE 3/1&" IN
DIAMETER.
10) WOOD SCREWS SHAll MEET ANSI 818.5.1 Dll>1ENSIONAl REQUlREME~TS
11) IF WOOf;> TENDS TO SPliT, PRE-8CRE HOLES AS FOllOWS: #8 WOOD SCREW .
1/8" DIA, PILOT HOLE &. #10 WOOD SCREW. 9/64" DIA. PILOT HOLE (NATIONAL
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION),
[SEE SHEET 2 FOR CONTINUATION OF NO"B]
~
SECTIOi\J A-A
iA~-l V:EWE~, ,FROM
. A ,?I C I EXTc.RIOR
ro t+F
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".,,,,":.,
FLORIDA EXTRUDERS INTERNATIONAL. INC.
2540 JEWETT UL~E
CERTI~CAn: OF AUl"OR,ZAT'ON '0, 9200 S~~FORD FLORIDA
TITLE: INSTAlI_ATIO~ DETA:L
SGL, HUNG FLANGE '<lNDCNS - SERIES iDOO. ,5JO ~ 2000
DRAWN BY: BB I APPRDVED BY:RJA
OATE; 12/ 19/031 SCALE: NTSIOIVG,:FLEXOO 1 5, S~T 1 DF 2
\t/,H,
L~
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FVATION
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NOT'E 2J '!'^S€O I I
AND/OR ADOED RoLATCD I i
I REF:";R'E,"lCES ~J~D I' i
! ILLUSTRAT:ONS ~CR NOTE
I RE\4SJON$. i
Iii
Ei
SINGLE HUNG
FRAME (FIN)
__ l' ~;N, E~BEDMENr
(\JDDD SCRE\tf)
- \oIINDrV WID, TH -l~" 1/4' ,~AX
- SHiM S?~CE
S,-HM AS REQ'D TVO .!iY '<IO']D
(SEE NO-ES) ,r BY C e'ERS
Ii '1\ I l
~ ~ \1
n-JLi
!:::::3 ~
\,',,7\',"
;<i! \. ~~E~~~~~~
1/ \- ~~~~\oiB~i~EEN
L ~ SHEA THI~G
INS T A:"L A Tl ON A,NCHOR
~8 '.DOTI SCRE\oI SHOwN
STUCCO BY [iHERS
--;
CAULK BET'oIEE.N BSyHEO";c~RNGS ~ I
\oIINDO\ol FIN ~ ce
SHEATHiNG
INST.o,lLATlON ANCHOR:
118 'oIOOD SCREIN SHO\olN ----------t<~ i: I /
STuCCO
BY CTHERS " !111 /"\ I I
! 1/ IJ _ GLAZING cry?>
1 7 J (SEE NCTES)
P(R'~ET-R 114' ~AX
'CACJ':K t' ~HIM SPACE
I BY JTHLRS
FIN TYPE
- ININDO\ol FRA'IE
I II HEADER
' I GLAZING (T (P)
~~ "" ~T"
IMPORTANT INFORMATION tlt GfNfRAl NOTES
These notes are provided to er'sure proper installation of ~or:da ExtIt.;ders. Miiestof'e
products acd must be followed fully,
Tva BY VOCD
r BY OTHERS
SrGM AS KEQ(D.
(SEE NOTES)
GENERALINSTALLA TION INSTRUCTIONS
1) SHIM AS REQ'D, AT EA011NSTAl..LATION ANQ-IOR WITH LOAD BEARING Sl-HM.
MAX. ALLOWABLE SHIM STACK TO BE 1/4}', APPLY A BEAD OF VULKEM 116
ADHES:VE CAULK OR APPROVED EQUAL AT rHE FASTENER LOCATION PRICR "0
INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRA TE A~D/OR
WINOOW FRAME. FULL SEARING BETWEE~ T'rlE SHIM, SUBSTRATE AND WLNOOW
FRAME ARE REQUIRED.
2) USE SIUCON!ZED ACRYUC CAULK BEHIND WlNDOW FlN AT rlEAD, SIll. &.
JAMBS.
3) USE SIUCONIZED ACRYUC CAULK FOR PERIMETER SEAL AROUND !XTERlOR OF
'MNOOW FRAME
4) FLORiDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN, THIS PRINT AlSO
APPUES TO THE flORIDA EXTRUOERS 1500 AND 2000 SERIES SiNGCf HViGS,
S) WINDOW FRAME MATERlAL: AL0MlNUM ALLOY 6063.
ANCHOR INST Al.LA TION INSTRUCTIONS
~l
I Tl
l' ~:N.
tM.BE::;MENT
C"IOO D SeRE\.')
FIN TYPE /
V1NDO'" F'AME ~
~A~B PLRiMETER
CAULK
BY GTHE~S
SECTION 8-B
r- '.J~gi:--;
I
Ai :
/Otr11
11
i~
/1111
GENERAL:
\olINDe .,I
~EIG~T
I
I
r ~i
Iii
I I:
-----L- ~ I
I ANCHOR; I i
SPACING "
' (SEE BELOw)! I,
'.INDD'.I ~ .~I'
HEIGHT ..'
I iii
EQU':'Ll Y SPACE
ANCHORS nyp)
I
D.c 5) ALL INSUlly..TION ANCHORS ,'lUST BE MADE Of CORROSION RESISTANT
~ MATERIALS OR HAVE A CORROSION RESISTANT COAllNG APPUED SUITABLE FOR
THE ENYlRONMENT AND/OR FRA,'UNG MATERIAL. WHERE ANCHORS ARE GSED IN
PRESSURE-PRESERVATJVE TREATED WOOD, THE WOOD SUPPUER SHALL BE
CONSUL TEa FOR RECOMMENDATION OF ANQrlORS COMPATIBLE WITH THE
PRESSUR!:-PRESERVATM TR.EA1l'IENT PROCESS USED,
7) All flEW SUPPUED HOLES IN THE FRAME (If REQUI'U:D) 'MLL BE:
.6 a) 3116" IN DIAMETER FOR #8 1'1000 SCREWS, AND
ill 0) THE SHANK DIAMETER OF THE NAlL ~OUNDED UP TO THE NEXT STA,'DAAD
DESIGNATION DRILL BIT S1ZE.
8) WOOD SCREWS SHALL MEET ANSI Bl85.1 DIMENSlONAL REQUIREMENTS
9) NAlLS SHALL MEET AS1l'I F 1667, "STA,~DARD SPECIFlCA:ION FOR DRIVEN
FASTENERS; NAILS. SPIKES, AND STAPLES."
10) If WOOD TENDS TO SPUT, PRE-BORE HOLE AS FOLLOWS (PER ,'<ATIOML
DESIGN SPECIfICATION FOR WOOD CONSTRUCTION REQUIRE~1ENTS):
a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE.
b) 0,113" DIA. NAlLS - #44 DRill SIZE PILOT HOLE.
0) Ol1iER NAIL DIAMETER PILOT ~OLES NOT EXCEEDING 75% OF TrlE N,I'']L.S
DIAMETER AS REQUIREO,
11) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE
FASTEN1NG REQU;REMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIfIC
GRAVITY OF 0.S5.
12) WOOD SCREWS AND ~AlLS SHALL ,'OT BE MlXED YO FASTE~ mE SA:>1E
ASSEMBLY. -
13) WOOD SCREWS AND ~AlLS SHALL ,'aT BE USeD TO FASTEN ASSEMBLY I.\TO
T,rle eND GRAIN OF WOOD, -
r
:i
GLAZING (TYP,) Ii
(SEE NOTES) _____________....1
!
I
I
I
I A.-J i 16' "AX, ~
I (TyP)
r --1,-- 5' eAX,
FVATIO\J
(T~P,)
, ~ FIN TYPE
II . 1fT T 7 ~lL"Co'" FRAME
PERl~~~E~ ~ ,~ / ~~~~tE SILL
BY CTHERS '~BY OTHERS
I
i ,II':,', ~ VOOD SCRE'w' 24' DC, 'lAX, CTYP,)
INSTALLATION A CH '''..11 r~' __ ;~OO.B:E~;OOD u_____________
~8 'oIDOD SCRE'. ~O' \O/R.N [<' II _____ "AIL' 7' C C. ,'lAX FOR ~A,'lBS AND
. I 10' 0 C, MAX, FOR HEAD & SILl
STUCCO _________l "7) 111 . ~ "..~'~t'~4~>
BY OTHERS J t ~ ~ , /. ~ ,",H '-. ,"~'"
CAULK BE 'I ~ * ;' ,Jfr,. . " .:<> ' ~ DESCRIPTION: DATE INI
VINDOt.W'~~~ SHEATHING ~~ f()/ .' B T{E\rISED NOTE j TO IlO/1 R 'A
, SHEA", H'.N" BV ~", HERS I' 5 ~'" i.\' /,tt, : ~ ~.c_._. AOO REQCIREMENT TO i .103 ~
. ~, - "i'i c' r;-;;r.:y USE ~DhESNE CAULK I
- r---l'MIN,<<... '; ~ t'. 6.~,i;U..J AT S 1M
SECTION EMBEDMENT -;5 ';, > .\ .,"'i. ': H LDCAT'ON,
A-A (Io/ClOD SCREIo/) Ii: it \)j,',. ."t4i\\?'I' . :?. c i~~:~~g ~g~ ~. AND :l21lO/D3 RJA
~ "< . ~;'!oo . , ~~ ! TlitE: TO RfF',-ECT NAJL! I
"~"":~~~~~;~~;~>' I ~LTERNATE : :
ANCdOR
(strifi~gv;1
FI
V',EWED FROM ~ER'OR
HEAD SILL & ~AMB ANCHOR SPACING (CD 70 ,'SF DP.)
[SEE SHEET 2 FOR CONTINUA TlON DF NOTES]
FLORIDA EXTRUDERSI~1~~N~I~Vf\1~i:
C<:RT1f1CAIT OF A"~,;CRIZA~CN NO, B2JO S.4..'li'FORD FLORIDA
TITLE: I~STALLATlON DETAIL "/lfS SCRE'.S CR NA,LS
SINGLE HUNG FI'J "INDO'. - SERIES 1000,1500, l. 2000
DRAWN BY: BE I APPROVED BY: R~A
DATE: 12/ lO/03 I SCALE: 'i T, S, 'DWe.:FlEX0026 S~T 1 OF' 2
1000 S;Hj~ r l x 2 x LIB lOOO SH -, r1 x 2 X 3/6
oA"B (np ) ~,L MuLLICN JA"B (nO) I, ~ "cLLION
1 [j)./" '8 X 1/2 SELF ~ n f';iJ ::... oa x 1/2 SELF
T N'PI\jG SMS ~ T APPING S~S
I : ~ I '! 11
,.~ V ,:r~
\:Jl '" _'..,JT 31
\ st:i~~~: ~t~~6~~ y '\
~ ~a ;( 1-1/2 S€LF' !. ~1..'lLlCN - ~~P~I~G1/$~SSELF
I 'i'PICAL '''RTICAL TO HORIZONTAL 'JU'_~~N '0 MVLWON
y===l
2 X 4 X 3/8 "J
TUBE MULLION II
JA"'eOO?TYSpH, \ I
,
s~~~~ ~~~tag j/
& ~ULUCN
=
T APP]NG s~s
SECTION A-A ( 1 )
SECTiON A-A W
i---
ri1 x 2 71:6 X 118
O Tu"S( MULLlDN ;1 X e: 7/j6 x 3/9
~oo $: H."""""'\ loCe s.H.l r---!--, "VSE MUlLlON
...AM:B ("l'y?) \ I JAMB (TYP) I--L-.. !
~ ~ . '~i~iR=
~ i ,i 1'\1 .-/ e~?;'N62 S~~" ~ i ,i 'IJ ~ ;" x ,/2 Selr
~ ,i~ ~i ~r~APPI'GS.S
~ ~ Y:Jl
s~h~~~ }i:~6~~ j/ \ SEAl ANi ati'..HN y -,
, ~lJlL1GN "'lNDC~ F'f\tt~~a~ \..... ~e :( 1-1/2 s;nr
"-- II-S :.:; j-l/2 snr Ttl,PP1NG s~s
T APP!NG SMS
SECT'ON A-A (31
V
\C;
SEALANT 3ETVEt:N ,
wr:N!lO..... ""L.4NGE:S
eo MUlLlCN
SECTION
I ~~~
! I@ (~1 @II
i : ...+ + 61 II
I'. SELF 'APPING...../" B --.-J
SJo(S'cT'1'?> ~
I{IEWED FROM EXTE~10R
SECTiON A-A (4.)
'I Ir,x4xl/.
: I / rlBe MULLID'
i i
I
IOQO S.H. I
JAHB (rY?) l: , I
'~ J~
!II
~ ,
II r I x . X 3/.
I ~ ( 'C3E ,"ULLlCN
I i
1000 S><. Iii
"IAJ.i)' <1YP) 1 ,I!
.. X ,/2 SEeF " ,I r08 x lI2 SEL'
'T' APP ING SM$ ';" APPING $1'iS
III 'iU
, , F"'==z<
luJ ;:~
Ili~~:
~:r~Z
1<1: CD"i ~
~;fSe
I ~Ln E:.J
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i~ u~
i
HORIZONTAL SLIDER
MASONRY (FLANGE)
TYPICAL MULL INSTALLATION
CONCRE'E OIR CACJlK BET'oIEE~ '.OOD INS.~LLAl ION ANC~CR IMPORTANT INFORMATION &. GfNfRAL NOTES
I). ~ASONRY OPENING ~BLJCK ~ eAS Y ~GPENING 3/'5' JIA '~PPER _
~ BY OTHtRS BY Cl""'~(RS (~O""E 12) nese notes are prOVIded to ensure proper IflstaJl.;ltiOIi of rlQrda Extn.,ders M,jestone
.... ONE BY ..ODD J products and must be followed ful Y
BUCK BY O'HERS i I - -
(N'lTE 6 ~ 7) ~'~~ ~ t> I' ~~J~~:~~;:;' GoNERAlINSTALLATlO~ ,Ns-rnUCT10NS 7) AP?l:ES ~O ALL ',ON-STRUcrURALBUCKS LESS THAN 11/2" THICKNESS. NOT
CAULK BETwEEN ill <\" - 'NTcNDED TO [[>llT TO NOMINAL ONE BY WOOD BUCK ONLY BUCKS GREATER
IN;~DS';O~L~~GC~ II 1) ,SKI,~ AS REQD AT EACH 1~S'~l,~T10N ANCHOR 'N11M ,CAD BEARlNG SHiM MAX..6 ~HAN l' ,~OMI,\jAL (3/4,,'THICK) A.ND LESS THAN 2" NOMINAL'(J 1/2" THICK) WILl
~ ~ .7 ! -r Ac,DWABLE SHIM STACK TO BE 1,4 , ill REQUIRE ~IAll LENGTH SUFFICIENT TO >lEET EMBEDMENT REQUIREMENTS Of
\ . I' , 1/ 4' S";~ 2) USE SIUCONlZED ACRYLIC CAULK BeHIND '1IlNDOW fLA'GE AT hEAD ~ JAMBS. SilL NOTE 6
! , ,i SPACE "AX i ~UST BE AITACH<D TO THE SU8smAn W1TH VUlKEM 116 ADKES!1iE CA0LK OR ill AcL INSTALLATION ANCHORS MUST BE 'lADE OF CORROSIDN RESISTANT
\.T ..............1 , APPROVED EQUAL AP?UCATlON OF VULKEM "6 AOHESTVE :cAULK AT fAA'1E SIll. MC;ST MATERIALS OR KA, VE A CORROSION RESISTANT COATING APPUED SUlTA8LE FOR
I II iU~~ 1 COMPLY WIT'rl SEALANT MANUFACi',;RER'S RECOMME"-iCATIOl',S. -:l-1E ENVIRONMENT AND/OR FRAMI~G MATERlAl. WHERE ANCHORS ARE USED rN
II 1'[ 111 '~C 3) USE srUCONIZL:D ACRYLIC CAUL. K FOR P~RlMET,ER. SEAL AROUND EXl ERl-OR Of PRESSURE.PRESERYATr\/'E TREATED WOOD, THE WOOO SUPPUER SHALL eE
STUCCO I I II 11"1 L12,. WiNDOW FLANGE Ilo~O TO SEAL HEADS Of INSTAL:ATION FASTENERS. CONSULTED fOR RECOMMENDA'10N Of ANCHORS COMPATIBLE WITH THE
BY CTHERS --.J 'I I,~ n ' , 4) FLORIOA EXTRUOERS 1000 SERIES HORJZONTAL seWER lS SHOWN, PRESSI;RE.PRESERVATIVE TREATMENT PROCESS USED,
I il I~ I I. S) WINDOW fRAME .'1ATERlAL' ALUMloNUM ALLOY 5063, 9) ALL FIELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN
PE,I,~CER IftJ[J': L SHIM AS REQ'l) , DIAMETER.
CAULK.J I I (SEE NOTS> ~ H ANCHeR INSTA,lAT10' "STRUCTlONS 10) WOOD SCREWS SHALL >lEET ANSI BIB 6,1 DIMENSIONAL REQUIREMENTS,
BY OT:-<ERS I (BUCK ll) IF WOOD TENDS TO SPLIT, PRE.SORE HOLES AS FOUOWS: #8 WOOD
'.H , I ~EIGHn GENERAL: SCREW - 1/8" DIA PILOT rlOLE & '10 WOOD SCREW. 9/64" DIA. PILOT HOLE
('wiNDO'. ) ~~ ~ FAT PE. .6 6) NAJL ATIACrMENT OF NCN-STRuC1'JiVIl. DNE BY BUCK lS 4' 'ROM EACH CORNeR AND (NATIONAL D€SIGN SPECiFICATION FOR WOOD CONSTRUCTION),
,...ElCic1'T) : L 1,';~N~g~ F~AJ"Ie:: ~ B" ON CENTER L'se A HAROE~EO ......~AIL' VflTH A 0 097' DLA:'1ETER ..v~D 1 3/8" lcNC,IH
GLASS (TY? > I Q "EADER I ,s;a" EMBEDMENT). A HARDeNED MASONRY ~IA!L' .WH A D 1 \8' DIA"c-ER AND 1 h' 3/16' DIA, TAPPEI\ CONCRflE SCREW (WITH NON-STRUCTlJRI\L ONE BY
,S(E NOTES> I..,,~ I I LENGTH (314' EMBED'lENT) OR EQUIVALENT WOOD BUCl<),
t (\) (.' I I ~ Ij
I I .J 1\ ~ CNE BY ~OCD BUCK By SJ~C.~E""'E JR
I' I I ill O'HERS (NOTE 5 ~ 7) \ < "AS~',V ~PEN[NG 12) WHERE WINDOW is I~STALLED IN MASONRY DPENING '.'11TH A
I' I B \ B l' J-'-<E~S NON~STR.UClJR.Al ONE 6'!' WOOf:) BUCK (NOTE 7), USE A 3/16" DlA. TAPPER
'\ _. ~ CONCRE:E SCREW Of SUFFIOE.\T L'rn, TO ACHIEVE ~IN. E!'16E;)MENT OF 1-1/4"
[L~~ R!G'C V1,....vL (BUCK ~1:C:-!-I)1/4' S~[M, r\ -- :-:/-4' ~"., r INTO r<'A50~!RY OR CONCRETf,
I -W .. , --__ ~ I t:~i1(CI<\'ENT ,
PERr~ETER' ' '-- G.;,-AZING BEAD FLANGE TYPE SPACE MAX, I \ ' 13) SEE SHEET HOR TAPPER 1NSTALLATION ANCHOR cOCATlON CHAAT, LITTER
1 i (\ YP) \01 INDO .,/ FRAM'E $i-<r~ AS REQ D \ I DESIGNATIONS ON THE TAPPEP. LOCATION CHART INDICATE WHER.E TAPPER
IBY O~~~~~ '\ i i'j' \ CLANGE TYPE oA~B ~SEE- 'C'E$)" I \ " ,. CONCRETE SCREWS ARE TO BE INSTALlED WHEN USING THE EXTERiOR
I i L ININDOV FRA,"E ,NSTALLAT!ON ANCHO~ "'-... I i ELEVATION A5A KEY,
'~I SILL 3/;6' DIA 'APPE~D~ ' :4) TAPPER (RAWl) CONCRETE SCREW MANUFAcnJRED 8Y POWERS FASTENING.
, '"",,--~ -.J ('IOTE 12> j\ / 'Q' INC. W]lL BE USED, TAPCON (by ELCO TEXTRON INC.) DR mEN (by SIMPSON
I ! \ ~ ~ RCGID ViNYL : \ STRONG-TIE) CAN BE SUBSmUTED WIT\< ~HE FOUOWI~G UM1TATlONS FOR
j ,,, \ ,j -~ GLAZING' BEAD7 mE HORiZONTAL SUDlNG WINDOW SIZE D24. D24S, D2S AND D26:
?,j ., ( ( ,I GLASS (Typ> / 11,\1 ;\ aJ I~STALL TWO ADDmONAL FASTENERS IN HEAD DVER CHART
(SEE NO~ES) \ I '~CJi .1' '1,1 , REQUIREMe~TS AT LOCATIONS A AND D,
CAULK BET'.'EEN" / "1 ' \ ,0 IS) ALL REMAINING FACTORY APPUED INSTALLATION fASTENER HOLES NOT
ININllOV FI_ANGE J ,I "1 ' I' ill \ uSED 'OR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #E
~ PRECAS1' SILl . Ill! WOOD SCREWS OF SUH'lCIENl' LTH, TO PROYlDE MIN, SIB IN, E;.\BEDME~T INTO
'..IVULKEM 1,6 I SECT 0 ^ -i~, WOOD8UCK.
ADHESIVE CAULK PRECAST SILL ~ ,I N /"" - A. C~uLK BET\,IEE~ I',
CR APPROVED <;:Ql BY OTHERS '.INDO\'! FLANGE ' i #10 WOOD SCREW (WITH STRUCTURAL 'TWO BY WOOD BUCl<),
\J,\/, ~ ~ \JJOD B:JCK liP
i PE~IMETER ) I
A .....- I C"JlK STJCCO ~I i
c D BY CT~[RS BY ClTHERS : i
--------clJrND~~\'/W'!.:)"!"~) I ::AjjL~ BET',..IEEN
SECT:OI\J ~1ge, BJu;E~I~G
8-8 8Y C-rERS
REVI DESCRIPTION I DATE I INI FLORIDA
B I'CORRoSTE8 ,-,po NO'E',::IlS/031,., 'A
i 4 &: , 5 MoJO ChA'IGE"J i J!,"",,-i
) ~OCA-:'ION ON A.'1Cc10RS i
,ON 2, 3, 20 A,'D 30 I' I'
HIGH. '.
C 1.~NSfO NOT€ ), $, 7 '12/1""3'':.( 'A
"NO e. ADO€O NQo:-e; 2'::', 7 v I ...J
ArDED ~OTt 6 &: """I TO I I
lo,e BY 8Ue' ekL-oJv' : I
ANCHCR INSTALLATION INSTRUCTIONS (CONn
'~OO$H- /-lX2)(1/8 'OOOSHi rlX2X3/9
oA"' 'TY!~,-\ ~~"UlCION ,AHB "'.J \ ~ ;MLLLlON
, Ki./ itB X 1/2 S(~J' =] L"J lJ ~ I}S X 1/2 SELf
"APPlr-.IG $MS ~l ~~; 'l iAPP1NG SM$
:fL=, ~ .,~
~
GENERAL (CO::lT);
IT
~J
\ """ t stALAN'T BCVE(N
"--;"'NDCV _L ANGts
9. lolULLmN
- <l;S x 1-t/2 SELF'"
': APPING S~S
SECilON A A (1'
1 X 2 7/10. :( 1/9
TUlE: MULLION
It;
, ~,'
\ """ r SEAl-ANT ll'ETYEEM
~ "'INDOI,,' _LANGES
f:8 x t_~/~~l~E~
TAPPING StoiS
:>E'Ail C
1 1;4' MIN.
EKBEDMENTI ,j
It
ONE .Y JOOn
BUCK BY CiTHERS1-
r CONCR€:if: OR ~ASCf'.iRY
,j I, BY QTHERS
, ,j I
__ i----=
'?
2X4X3/.'n
Tl..'3E: MULL.'O' \ I
1000 S.H, --, I
JAM! (TvP.)
= !~
- ..... r
I. u' ~"- :NS'AlLA-roN AN(lHQR 3/W DIA
I : T!"'P'CON SeR(V ANCHQR l.iYP)
I (X'iERNAL "'ULLlCN
I INS7 A.U.A nON CUP
, lYPICAL MUlc'ON TO CONCRETE ,~ HEAD
"'WCN /1 M II (APPL:ES TD "(AD &< SILL WHERE ," X 4
~& 2" X 4" iUSE MVLi...IONS ARE USED)
SECilON A-A (2)
1 CGO S.H. I .--
~A"3 mp)~i
I~
'II IT
-+1 X 2 7/16 X 3/8
1000 S H \ r TiJBE folL'LUON
-,A~3 (Typ) \
jr--
~a x lie SELF 1 ~ Ita x 1/2 SELF
TAPPING $M$ iAPPING $MS
I
"9 x 112 SELf
'1" A?P LNG SMS
OE"'Aic 8
1111 J!J I r ~~~~L~l~~l~~~~~HO~
I ILi / so.<("" ANCHOR (iT?)
I 'J j jSllL Cl~
~t 't"'tE',;"~~';
I ""--- P'RE"CAST sr-:l :BY D":'l-"~ .
AUXiliARY ?LATE
I (FOR ADD1'lDNAl 'NerORS, '.'EN enUlRED)
I n_}$0e ]
j
---,
,
I
<t:
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"-- 'oI~NDC'w' n.A/'lG~'$
, MUl..L.JCN
118 X 1-1/2 SELF'"
T APP:NG SMS
.;3ECT,ON A A (3)
~;C~E' "~L'L:~N
II Ii
OAM~oO~T;P~J II
~ ,i~
~
i
tOOO S.H.- I
JAM) (TYP') \
~
#6Xl/2SELF"
~ APPI~G $'-lS
J~
r:
fE-t+! i II tF
v:HG1P I:P '~H'
i i I B
~fEVATION \-=J J ~J
V,EWED FROM EXTERiOR
1&) WHERE WINDOW [$ INSTALLED IN MASONRY OPENING WITH A STRUCl1JRAL
nvo BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6,1) OF SUFFICIENT
,ENGTH TO ACHIEVE 1.3/B" MIN EMBEDMENT INTO 7HE TWO BY WOOD BUCK.
17) #10 WOOO SCREWS SHALL BE 1NSTAll.ED AT ALL FACTORY APPUED
INST ALLA nON FASTENER HOLE LOCATIONS,
18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END
GRAIN OF 'NOOD, [SEE SHEET 2 FOR CONTINUATION OF NOTES]
Ie- \ ?)
\c ,-, SEALANT BET\lEEN
"-L \..o!NDO\t F'LANG(S
a. MULL1DN
\.- /18 X l-~/c sar
TAPPING Sl-IS
SECTION A A (5)
'3
-"'" <
,<\~'\ ,J, A.\I~~,.
,,,," .,,,,,,.YIi('.e
/~",.,. 'C'\<>~f;:':';
~;:j'. ~~, it~;:~.;.....~:,
il';;-{' \~ 2 -iZ:~ <\"-~5
" .~<~;,~t,~~~;...~~;t{~~i
. , ". \, .,.. ~." '
"
"
~~
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15'"
~~
u
,~
~:r
~~
EXTRUDERS INTERNATIONAL, INC
2540 JEWETT LA."lE
CER'iF:C."E 0' Aif'coRIZAnoN NO, 92JS SA1'IFORD , FLORIDA
TITLE I'riSTALLAT ION DETAIL 1,1/ TAPPERS
HORZ SLl DING F! A:~GE '..Jl NDO\ol - SER I ES 1000
D~\VN 3Y: BE I APPROVED BY: RJA
DATE: i2/I9/.03ISCALE: "TS 'owe,: FLEX0020 SYEET 1 OF 2
1000 S.R1 1 X 2 X VB !COO S,H., h~X e x :3/8
JAMB <TV?,) \ TUBE MULLl[JN ...'AM! (TYP~ Tl.J3E MlJLUQN
~ II r liS x 1/2 St1..r II ~ ~it X 1/2 SEL.F
T,,;P?iNG SMS 1 TAPPING SMS
II
, ~
I IT
f
~
1
~ """ r :;E:AlANT B(T\,IE!::N
"<- ,,,,INDO..... :-1..ANOCS
e. MULLION
UQ x 1-:/2 SELF
i APPING SMS
SECTION A-A (4-)
IX4X3/9
1. rUBE i-'lULLlON
llil
; i
I
~
,
~ .1l9 )( 1/2 S'tLF
, T APP LNG S~S
~
~
<?L_
~ "t SEALANT 3(iVtE:N
''i.- W:NDO'J rI..ANGrS
I. MUlLION
~8 X l-l/2 SELF
i AP'P:NG SMS
SECilON A A (6)
i~
HORIZONTAL SLIDER
\
\ "----.L ~~~~~T ,~~~'('(EN
\ .. MVlL1JI'l
"-- ~8 X 1-1/2 SELF
T,.;PPING SMS
SFCTION A-A ( 11
1 x 2 7/16 X 1/9
TUSE f'lULL\ON
l'
,r==
--11; \ <?l
\:~ SOl-ANi llETVE:E:N
"------L- "'INDO..... FRAME:
.. I-lULdON
Jl.B X t-1/2 S(U.
T A.PP~NG SMS
SECTION A-A (2)
......l
~J
FRAME (FIN)
w==
lio\
~9 X 1-112: SE:LF'"~
TAPPING Sl-IS
'I
';;J]
S~At.ANT Bti\i't:E:N
.....:NDa'.... rLANGES
" Ku...L.IO~
SECTION A A (7)
~-~~
II@ ~'l @II
II A A II
~6 SELF TAPPING '/ ....-(
$M$ (TYP..> ~
~
YIEWED FROM EXTER'OR
I
I
I
MULLiDN ~
:v
, -'"
"' ;::::g.
Cl..N~~ ;:
'"
~>. '
~~c;:i
liiJj;
,;: Dr: :'-1
FLORIDA EXTRUDERSI~Z~'lNi?EW'r.lli~
SA..'lFORD FLORIDA
TITI$:SER 1000/1500 FLANGE SHE~T 1 OF 2
VERTICAL MULLION S~CTIONS
SEE OTHER SIDE (SHEET 2 OF 2) FOR
DESI~N PRESSURE CAPACITIES
DRAWlI BY:MSH I APPROVED BY: WC\B
DATE:12/1/03 ISCAL!):NTS IDWG,: lYMFLG
I -'"0 BY .ODD ~~ii
I L- ~HERS
1 1.1 S" MIN - t-
E"BEr -d
DETAIL C
2 x 4 x: 3/9 --.
TUBE IoiULL I eN \
, .
,
1000 SH.l 'I
~IAMJ cry?.)
j...
.L-
. ---...L
I ' '-
i i \ ~~SHEATHI,NG
I LII\ INS:ALLAT:GN ANC}1C~ ~e '..'DOt
, I \_ SCR(\( ,Tyl'>)
, /~ -EX9ER~~Al MULUlJN
-..It- INS;TAllA'rlON SLIP
~ULLltlN 'I
APPLIES TO HEAD &< SILL WHERE ," X 4'
&< 2' X 4" TU8E MULLIONS ARE IJSED
$H[A"'rIII<vG ---1 '3~ ,- T',.,IQ !Y \1000
CAULK BET\..t"EE.:N BY D....HER.S~, .: i~~ iy(BY O,H(RS
wIN~O~~.~~iN~ ~ , N..fllll ~~g Ii I [
I"STALlATlDN ANCHOR, ~ I, '--'..: ,I \~~I V\J
#8 'wOOll SCREV S~O'.., -----r 7: ' \
STueCa OR "t, Ii!V' \Ji ]
$:!D:NG BY __________ :' :
OTrlERS. I II 1
I PERIMETE,71i.' !~'~
CAUL~ " I II
BY OTHERS I: lir : ~
II ]i\?d S"l~ AS .REO'D
GLAZING (TYP> D. )Il. (SEE ,NOTES)
(SEE NOTES)~, . :
: I I
i I i
i I i
I
I I
i i I
I~ h ~S'f===l':j , FeN TYPE
i~L-t:n/ '''-,NDO\,! F"AME
I 'I III S,L_
II, ,
I I I'
Ii ]: I! ~ARB'-E SILL
I ,,'"m' I ----v,k6i~;"
i CAJCK~ .
BY OTHE,S I I . !/4' SHIM
I wr'I:1W~' -FPACE ~"X,
INS'ALLAHO' A'CHC.R _ Ii II
#8 \oIOOD seRE IN SHOwN ......__......... owll SHIM AS REO':
s;;~~~g ~~ _~, . jih1rl~ .:> ,\ (SEE NOTES)
D"HERS 7'/IU II . e- '> . ~ /~;.'1^.l(t~~
CAULK BETwEEN J 15>' '"~ ",,>,,~.,,,,,,;,.,.v;.'}lJ'
\.IP..JDOV '""TN z:E u a: ~ ~~ ~'>b ,,' ~ '~,\\'~~"~-l'<:' '.
& SHEAT"'ING Sr1(~THLNG - ~ ~ 0 ~ ~ /f) / <.,~'~~. ,l -". "~
BY O"rHERS .... ~ BnJJ BY 'NDee ~ ~ ~:/;' i Cl'1/~ ':'f~ : .-;-.__v
~ BY CT~ERS : g \J;;-!~t'\~ ,. Q-+i~ }o)
SECTiO,\J A-A ~it ,.,.r;~~.",,-~1'1\~:'~.'~>
@ ~ ". t'~f~-t~~M~ t:\~~,A'
, '"", ..., ',~~, ,-
:)00 S H.
..:AM.B CTYP)
lFJ~
I
loae S.H. r 1 x .2 7/16 x 3/8
..:A,i-'.a C"yP) l, r---I-., TuBe: MULLION
\'1;.=
118 x 1/2 SeLF' ~ ;U \fax ~/2 SELf
"APPiNG $~S TAPprNG SMS
/foe x 1/2 SELF
'rAPPING' SMS
f
1/4' 'AX
~ ~~'D~~~~.~;D'H l r S,":>I SP(;ACE S~~~~/~i~EEN
j- ...INDO'w 'w!~T"i -: BY O"HE"S I ~ SHEA'HiNG
I ex: '.0 ~ S~IM AS R>o D I
-~ ;~~ r- (SEE NC'<;:S' ~;V; / I \ I
:1 "'2) A ~ 1/ \: L
I ""== ~ ~ --- III / \J(E"~ED~NT
wlNDOV ~I /f II )~ :1 E.'X;A~LY nrl~F===,:,.,'~ \(W~eREV)
"'rr-- H! // : / r-I.!~, ,,~~~~~s ijll' /
-L. I B J)~l i~L-J /
~,k~~L " ":':,,, J ~i? Ce.",,, ",) L",,, Ti I /
(SEE NC~ES) . / CA0LK.-J /;/ ;:YEA THlNG
ELEVAT:OI\l I BY "'HERS J BY OTHERS
'i['liED F'lOM E:GE~'Oq FiN TYPE 'wINDO'J I STUCCD OR '
'"EAD SIll & jA,'lB ANC-jflR VACING FRAM( ~AMB ~ SIDING BY L INSIAlL~TlDN ~NCHOR
JTHERS #8 '<IOOD SCRE'oI SHO\oiN
7f
i
----...!.e '011
\:' SEALANT llt;TW't:f:N
~ \ItNDC'c' "RAME'
.. ~UU..ICN
"6 x l-l/c S(LF
T ~PPING SMS
SECTION A A (2)
'iUf
1/4' MAX
r Sr11~ S?ASE
----1~\ 'Ii ';:5/
\ :--/" S(ALANT 3tT'."Io;:e;N
"'--L. \.lINDeI,,' rr<AM("
\_ ~a x: 1</2 '$~~LlCN
TA,pprNG $MS
SFCTION A-A (3)
FI~ ;Y?[
\./jNDO\J r,~AI'>1E
~EADER
n ~'v~ 4 ~~Llr:I~N
i I
, :
I I
, ,
~OOSH ' lCOOS.H.......,
JM,i <Hp"; I ,;r~ .8 x 1/2 SEJ::' ('YP~ II
./'" "'APPI~G SMS
L-~ Ii
,I ..
[
\.,;rNDJ\J
H:E;I'3.'H
\oIOOD SC"E'w 2:4' 0 C, ~AX - .8 70 PSF 'P
SECTiON
B-B
~AII_I 7' ],C II.<,AX - 46 ;:>$F TJ 70 PSF !; P
',ML' :0' C.C, "'AX - ':1 45 PSF DP
IMPORTANT INfORMATION &. GENERAL NOTES
These notes are provided ill 2nsure proper installation of FlOrida Extruders MlIestone products and must be
followed 'ully,
GENERAL INSTALLATION INSTRUCTIONS
1) SHIM AS REQ'D, AT EACH INSTALLATION A.NCHOR WITH LOAD BEARlNG SHIM, MAX, ALLOWABLE SHIM
STACK TO BE 1/4", APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT :HE
FASTENER cOCATIO"< PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE
AND/OR W:NDOW FRAME, RJLL BEARING BETWEEN THE SHIM, SuBSTRATE ANO WINDOW FRAME ARE
REQuIRE),
2) USE SlLICONlZED ACRYUC CAULK BEH1ND WINDOW FIN AT dEAD, SIlL & JA~18S,
3) USE SIUCO~lZEDACRYUC CAULK FOR PERlC'ETER SEAL AROUND EXTERlOR Of WINDOW FRAME.
4) WINDOW FRAME ~ATERIAL: ALUMINUM AUOY 6063.
r 1000 P '.J./DESIGNER
/ SILl CTY?.)
r~s x 3/4 SELF'
n / TAPPING SM$
!r"rlll~rl X 2 X liB
\b~ r Tlt'BE MULL1CN
pt11 II ~~~~~~T ,t~~~W
, So MULLtCN
SEAL"NT BCNEE'} .8 X 3" SELF
~!~ee~IQ~U,,~G(S '- lOOO S.H. TAPPING SMS
HEAD <TYP>
StALANT atTW'EI:N
\'NDC~ FLANGE' SECTIO'J A-A ( 1)
.. ~UL_ION
,1000 P w /De:S1CiN(~
I SILL cTYP)
n' r'*S X 3/4 SELF
1/ / '"AP?ING S~S 1 x a 7/.& x ./6
1'''''11 ....11 ( -"BE MULLION
L. ]1
J'r ~
[SEE SHEET 2 FOR. CONTINUATION OF NOTES)
REV] DESCRIPT;ON DATE INI FLORIDA EXTRUDERS ]NTERN~TIONAL. IN,C
IREV!SEJ NOTE I TO , I.' , I ' 2540 "EWETT LAN E
B 'ADD REOU'REMo'T '0 10/. 031 R..JA CERnf1CA'E O' "u~Hoe'2A~ON NO, 9135 SANFORD FLORIDA
IUSE ADHESNE CAULK~. . T ~ "8
IAT SHIM_OCAT'ON TITLE: I"STALLA" ION ",ETAIL ./# SCRE\oIS OR NAILS
r ;REv',SD NOTE 5, I", ' HORZ SLIDING FIN \oIIND[J\oI - SERIES 1000
Co 'REv'SEO 'OTE . MO 1'-110 03 ':.(~A I
:TIT~E '0 'REFLECT '~iL , ORAWN aY:BB ,AP,PROVED BY: RJA
iALTER~ATE I DATE: l2/iO/03:SCALE' N, T S 'OWQ,: FLEXD02B SHEET I DF 2
stAlANT SETVEf.~
V:NDOV F'"LANCiES
So fo4.ULllCN
DETAIL C
I
I
~ ~ ~e x 3/4 SELF
"- 1000 S.H. T APPINQ SMS
HEAD <TYP,)
S(ALANT ,[TV(EN SECTION A-A (3)
\ 'w'lNDC'V rLANGES
&. ~UL110N
r 1000 P,'W./DESIGNER SEAL.ANT >>ct.>JEEN
\ i SIL~T;:)X 3/4 SELF" ~'~~~I~:"ANG(S_
i1 / TAPPiNG ~MS 1 X 4 X va
~ (,n:!,"
~L "-.. X 3/4 sa'
TAPPiNG SMS
1000 S.k.
HtAD CT'l'P,)
SECTION A A (5)
ux' , RY P' ATE APPU(S TO HEAD de SILL WHERE l' X 4-
r tOOO ?,V.JDE$lGNER r ~OCO P,',J./U(SlGNER A ' '1 A &: 2" '!.. 4-" TUSE: ~ULUONS ARE USt:D
I SILL iTY?) , SILL (n?) ",. "DiT''''~ AMC;"'I"" ~O<"." J""AIL'" I I
I r'. x J/' SELF I r.8 x 3.'4 $<"',F ~ ,I ~ Ti'
IL / "PPING $M$ fL I TAPPING SMS i i';: If' - r--SHEATHING
I0fYIlII n]1 I: '1111 "!I I. I" 0--0 +- I /
JI _II "or:X2XlIa A-II ,I 'X2<3/8 ' -- I 11, I
'-:'~J TL,E "ULLlON , 1.._tJi.....,r~U3( ~!JL_JCN i >\1JI..CJCJ04 I" I I I ~ lNSTALL,,"-IOk ANCHOI:!: !loS "'':lDD
I ~II '_ tcJl ~:~:,~m' cJ.--.i 11 { i I~I -f i .... ...."" 1/ S<R<~ mp,)
IL-JL I ~- f:;1c:~r;~i~~~~~
\ 1 II\'-.c B f VOOD _--1 I' ) ~
S~P.LAN; }n;,.ltt~ ~a x 3/4 SEU" ~. ""-- ~a x 3/4 SEl- l:-, SUCK BY OTHERS ,,'
~'~B~~I:;:~...A~GES '--lsee SN. TAPPING $oMS \.....- LOCO S.H. -;-APPI~G $~S [I
HEAD cn?) '-'EAD (T1'"?)
S<'""1 BtT'.<E' ( , SFCTIO,N A-A ['2" 0" "StC 'R It-I _
c- '.INDOV rLANGES SECTION A-A 1) _ ~. , r IOC ",",/Cc Nc
\ L !-lULLlDN I SlLl (TY?) , I
\ 1-- ,oeo P '" /!IES/(iNER r 1000 P' 'W /De:srGNF.:R ~ T I
\ I SILl \~(;>) I SIll.. cry?) rite x 3/" S(:J ,
l r+:?~r~3G~,;:sELr L' r~~p~r~~4s.,sf.' L / "'APPINQ SMS/ -2 X. ;( 3/9! I
I / 'X27/l6Xl/a~r!X2"1/l6X3/BI!"'V.:1 TU'ElE""ULLlCN I 11/
Jr"'IlI' ""ll I -c"E "LlLlO' I T'_" "cWO' ':rJ.l- .11 I r
l so"",'" /1 r.. 'I : I ~
c-' II I \ B<nY'" J I I I,
1'1,6.- "'cANT BE"'" W' I W'NDCW UNG<\ I ' I I I 11/9' MlN,
L-- ~lNLC'" rLAf'<G(S L-...- & !,lULl. ON \ r I I ---J ----- <,u"DuC'"~J," t"' ""'MT'......,
.....,' ~ I II ' HULLle, - _ 'I ~ I > I .C' C "'~'" ~~
::1 JI II ; v!f.:we:c NOM EX1ER10R
r '~ 'r"J:~ ~ 4.i'PuE'.S ~o HU'D <k SIll. WH(RE 1" X 2"
\, i I ~ ," X 2 71' 6" Tt;8E ~ULUQt.lS ,l.R( U'>ED
08 X 3/' SEer "--.. x 3/' $E_' :_-" I r===ir
'-lOCO S.."j. TAPP1NG SJ.'IS ~ ~coo SH. i"APPING S/o1$ I I I"l<tA~ I j~
H(i\D <T 1'P.) f<("'D (T'(?) II
St:ALAN"T BUV'i:'::N ~C~ION A ,:LQ.) SECTION A-A (4) -\ ~~P~IJ~\;i~r I '~~~lION "l'ICl'lC~
\ ~':~e~~JC~LANGES _ 1000 S.H. SECTION A-,~ (7) \ ,,-~:~),:~OCL.Sl~CV
\ r- lOOO P 'W.lD.ESlGNER SEAlANT }C';r'E'E'N r 1000 ?\.,I.I'l)(S.JCNtR HEAD IT1?) I ~
'. j SILL (iYP') ~:~eE~Ct-lLANG(~ I SILL (T'fP.> I ;
\ n r'. X 3/4 SELr 1 r ~a X 3,4 SEL' I II I I
'o\1r~ / TAPPING ~MSl x 4 x ./8 iJ1 / -;-\PPING $/01$1 x 4 x 3/6 i t:r~~w;I~7k..?E -{ f-~~~~;~;:{
LI]I "II (TU.UULLlONI rlll"il (Tc,oULUJNl F~":Tc:~:~o3~;i~J IFLORIDA EXTRUDERS ~l~~o~;'EnoM~I
1\ , I (', l I I i 1~'TERNAT10NAL. lNC
L ~ I I ~ I .':')~'\' .l,~.':>--""""/ irrrl.E. SER 1000/1500 F'IN SHEET 1 DF' 2
''---iLl] 11--0 : , V~I ~' i HDRIZD'iTAL MULLlDN SECTIONS
If \, , \, I '" I SEE OTHER SIDE (SHEET 2 DF 2) FOR
~, "--.. X 3/' SEe, "--,. x 3,4 SE'J I . 0'. ""')3 I DESIGN PRESSURE CAPACITIES
L,:co S,H. ',PPING SHS LIl,o S,H. TAPPING S,"S :.:.;' .';,.:: ~\~:..:.'< ,
f.ltAD (TY?,) HEA.D (iYP) i to, ',,-V IDRAWN BY. ;-..ISH ! APPROVED BY: WAB
SEC,ION A-A (5) SECTION A-A ',6) i \:2. .' IDATE,12/1/03 lSCAL!);NTS IDWG' IHMFIN
roLA...llQN
,foe
.....-:: :::--.....
~> 0#~~ ~
\
\-1/ L-.;t/
! 0f 'I
'\..,<~,4,:~'\;'t;.. --
';>O~'p,"" ~1~t
..:.~, ~
<'.f:", ' ,>"
.\~2.){I\ t "II
IFLORIDA EXTRUDERSI~~~~N~r~w'rl~~
SA..'lFDRD FLORIDA
!TITLE'SER W:>C/l500 FLANGE S'HEET 1 OF 2
i VERTICAL MULLIDN I'<TO HORIZONTAL
,
I
~
s~~~~~ ~l~~a~~ j/
&, ~UL LIeN
~ s~~~~~~ ~t~~~t ~
s. IoIULLIl:N
*J6 X [-1/2 S€:L1' 48 .( l-:/!? SELF
TAPPING $l-1$ T APP!~G SM$
A-A (5) SECTION A A (6)
SEE OTHER SIDE (SHEET 2 OF 2) FOR
DESIGN PRESSURE CC\PACITIES
'DRAW)! 8Y, HSH I APPROVED 8Y: IoIAB
IDATE: 1 2/1 /03 'SCAL!); NTS !DWO: 1 VMHMFLG
SECTION
I
II
If:: \
;;>1
\' Sf:AlANT BET\fEf;N
\ ~ \,I1NDC,,-" FRAME
L So ~\JLl.~DN
/itS )( 1-112 SEI.F
i AP?rNG SMS
SECTION A-A (4-)
rFf~' ""~:"
i :1
I I
I
~08 X 1/2 SEU'
TAPPINO $MS
r=='
I If
"
)\
2L
l~
\ ~- -- StAj,./lNT BET....~~N
~ "'--L- "./INDO'" FRAM,(
" "!ULUCN
tie x l-:/2 SElF
T i-\PP!NG S.MS
SECTION A-A (61
I tOoo P.""./DESLGNER
f SILL (TY?'.)
FA1 ~8 X 3/4 ~LF
-AP?!i\fO SMS
LX2X3/a
i_ W 1 'Ullt MULLION
CI JI
r 1000 ?,'oUDES1GNER
SaL(lYP) I
r~e x 3/4 SELF !
ij / TAPPING Slol$ 1 X 4 x 3/8 I
II" III "II (TUB( MI.U1CN.
~ l. I
I JI. ~
'- "'--.. X 3/4 ~cF
T AP?!NG SMS
tDOO S.H.
J-;(AD (i YP.>
SECTION A-A (6)
II=:
iIT
APPUES TO HEAD &; SILL Wl-iERE 1 r> X 2-
8( , '" x 2. 7/' 6" TUBE k.WU..!ONS ARE USfO
r lNSi ~l..lA nON AACHOJ;
on"" ~~
1 va" MIN
EMBEDME:N"T
~n<'t;G I --r
I ,,001 F~A)O:ltG
A0XILlARY PLATE
(fUR Ati:Jj"TlCNI"ll A.NC~ORS, V'1EN ~EQUlRE.D)
1011
1~,ie=)1 4
OB SElr TN'P1NG / \, -~ I II
$M$ <TYPJ '- ~ HULUC:N !
VIE'/lEOElF';{~~OtX1ERIOR ' 8 i -iJ-
tll'OC' FLORIDA EXTRUDERS~~N~~W#'~~
C,' SANFORD FLORIDA
'.'TITI$' SER 1000/1500 F I 'J SHEET 1 OF 2
'., , " }, II' . VERT: CAL MULL! ON SECT IONS
.',' SEE DTHER S I DE (SHEET 2 OF 2) FOR
DESIGN PRESSURE CAPACITIES
iOf<AWlI BY: MSH I APPRO'lED 8Y, '~AB
'DATE,I;>/1/03 ISCAL!):NTS 'DWO,: lVMFIN
If '\,
.8 X H/2 SELF ~'\..
TAPPING Sl-tS
:::II
---se:A.lJ1N.T 3("!"\((EN
V!NDOIJ t;'P<NGES
" i'lL!L1.1CN
SECTION A-A (7)
~'>-~
0f
r r~
, I
0f Ii
I
A .i-.t A
J~ ~~
a..~'<tN
.N~ili
'"
U>. '
~!Et~
.;( 00 ,{ ~
t~ ~~
o .
~ C5ii
TYPICAL MUlUON TO CONCRElE @ JAM8
(APPUES TO JAMB 'H\-lERE 1. X 4"
& 2~ X 4" iUB( MULLIONS ARE USED)
'7- ~I
DETAil 8
~$Ng~~t~sCR MASONRY ~
\
INSiALLATIC"N ANCHO~ 3/;&' lllA.
TAPrON SCREV ANOiCR Ol'?')
\ I ....--- EX;'ERNAl.. ftiULL!ON
:NE 2"'1'" ""oo~~ ~ INSTAL'..ATlCN CuP
BUC'r< BY OTHERS,.-, I
I I 'J I ) J".
, \ I
I I \_ l'IL;ll..lCN
\,
\
~N'-
L 1 1/4' MIN.
EM:BEl)"'E:N'T
DllilLi~ ~
~lI:6 X 3/4 SELf
T!I;PPING SMS
SECTION
(
....
L- A I
&1
A A. (7)
1000 S,H.
HEAD (iYP.>
~
~
VIEWED molol EXTERIOR
,
Woyne A. Block, P.E,
548 8 Hwy Z7
ClerfTlont. F'L 34711
FL License No, 52583
i
IFLORIDA EXTRUDERS'~1~~~W'rl~~
SANFORD FLORID';
j'TITLE SER 1000/1500 FLC\~GE SHEET I OF 2
hORIZD'JTAL MULLION SECTIONS
SEE OTHER SIDE (SHEET 2 OF 2) FOR
I DESIG'i PRESSURE CAPACITIES
IDRAWN 8Y: ~SH ! APPRO'IEO 8Y: '.AB
v [DATE: 12/ 1/03 ISCAL!): NTS 0110,; 1 HMFLG
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GENERAL INSTALLATION INSTRUCTIONS
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LOAD BEARING SHIM AT SIll MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPLETELY ENCAPSULATED IN
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3) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK
FOR POCKET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER,
5) DOOR FRAME MATERIAL: ALU~~INUM ALLOY 6063.
6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE
MASONRYI CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBCI SECTION 1707.4.42 AND THE ENGINEER OF RECORD'S
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7) FLORIDA EXTRUDERS 1000 SERIES SUDING 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
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SECTION B- B
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CAULKING AT FASTENER
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CAULKING &
REQUIRED
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GENERALINSTALLATIONINSTRUCl10NS
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&, 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 SILlCONIZED ACRYliC CAULK BEHIND DOOR FLANGE AT HEAO & JAMBS. UBERALL Y APPLY SILICONIZED
B ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL
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I & INSTALLATION.
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& BUCK FOR POCKET DOORS,
4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.
5) DOOR FRAME f'.1ATERlAL: ALUMINUM ALLOY 6063,
t:\ 6) nvo 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,
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.. , \', < &fift>ftu ""...~"
"~--t\~",?,;;. "'-',,'~:::"'<-;4'
[SEE SHEET 2 FOR CONTlNUATIONOF NOTES]
INSTALLATION ANCHOR
#8 'JOOD SCR.E\o/ IJ /PLASTIC
ANCHOR (TYP, I.,/HE:RE
TAPPERS ARE NOT REQ'D,
.& SEE NOTE 20) --
LIBERALLY APPLY CAULKING
UNDER SILL OR SET srLL IN
BED OF CONCRETE (SEE NOTE 2),
SHIN AS REQUIRED GEE NOTE 1),
N
,U)
wr-..
a.:~
~. ci
:::>2
i5~
~3
.0
"'?:::J
f-w
[50.
g5::j
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L INST ALLA nON M,JCHOR
3/16' DIA, TAPPER
(NOTE 15)
CONCRETE OR
-- MASONRY OPENING
BY OTHERS
FLORID1\ EXTRUDERS I~1~~N~~~~~L'J~~'
CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA
TITLE: SLIDING GLASS DOOR 500; 1000 & 2000
FRAME INSTALLATION wITH #8 SCRE\t/S
REV DESCRIPTION DATE INI
B
~~~~ &NO;JsAlJ6 ~'DgED6, 1'. 12/18/031RJA
AND/OR REVISeD RELATED '
REFERENCES AND/OR
ILLlJSTRAT10NS. I<.DDED NOTE
20 AND RELATED
ILLUSTP.AT10NS. RENUMBERED
NOTES 6 TO 10 &< 21 TO 29
AND RS'/ISEO REfERENCES TO
T'rlESE NOTES. REYISm
TAPPERS fOR 90XX J-PANEL
DOORS,
APPROVED BY: RJA
NTS iDWG #: FLEXOD27 SHT 1 OF 2
DRAWN BY: BB
!DATE: 12/18/031SCALE:
SECTID~J A-A
MfAMI.bl~~
- ,
lWll.OL'\'G CODE CO~:1PU\N('E QFFICE (BCCQ)
.PRODUCT CONTROL DIVISION
~lL\.Ml~DADE COUNTY, FLORiDA
METRO-DADE FLAGLER BL11DlNG
140 WEST fLAGLERSTRF;Ef, SUITE 1603
MJA\1f, FLORIDA. 33130-1563
(305) 375-2901 FAX (305) 375-2908
NonCE OF ACCEPT;\J,~CE (NOA)
. Certai.UTeed CQrporation
1400 Union Meeting Road
BIlle BeU, PA 19421
SCOPE:
This NOA IS bemg Issued under the applj~able rules and regulations govt-rning the use of construction matenals,
l11C docwner,taMn submitted has been reviewed by Miami-Dade County Product Control Dnision and accepted
by the Board of Rules and Appeals (BORA.) to be used in Miami Da<ie County and other areas where allowed by
the AUlhonty Haying Jurisdiction (Alli),
This ~OA shall not be valid after the exprration date stated below, The Mian:ri.Dade County Product Control
Dl'vision (In Miami Dade County) and/or the AlU (m m-ea$ other tban Muuni Dade County) reserve the right
(() have this product or material tested for quality assurance purposes. If this produ~t or material falls to
perform in the accepted manner, the manufacturer wIll incur the expense of such testbg and the AID may
hnmedialely reyoke, modify, or ~uspend the use of such product or matenal \"vithin their )unsdiction. BORA
reserves the right to revoke thIS acceptat1~, if It IS detennmcd by Miami.Dade County Product Control
Division that this product or matenal frnls to meet the requirements of the applicable bU1lding code.
This product IS approved as descnbed herein, and has been designed to comply v.ith the High VeloCIty Hmricane
Zone of the F10nda BUilding Cwe.
DESCRIPIION: Llndmark 30 (and-Aft) (and WideTrack QB), Landmark 40 (and-AR) (and \VideTraek
QB) and Landmark 50 (and-AU) (and WideTra\:k QB)
LABELL"G: Each unit shall bc.ar a permanent label \vlth the manufacturer's name or logo, CIty, state and
foll,)",-i.ng statement: nMianll-Dade Count), Product Control Approved", .mless otheruise noted h"f:rein
RF-4~EWAL o1'th18 NOA $hal1 be considered after a rene\\al appl1cation has been filed and there has been no
chanM-Hl the ap.pli~~}]~.bU1hlings~)de n2&a~b::~lY_~ff~cti,r\g the perfonnance of this product. __'-_ ___ ___
TEIDIL.'t\ 1l0~ ofthls NOA W1J! oct'ur after the expiration date or if thete has been a le-vision orchange U11:he
matenals, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, fot' sales, advertising or any other purposes shall automatJcally tem1inate this NOA. FS11ure to comply
',',lth any seen on o1'th1s NOA shall be cause for tcmlinat10n a."1d removal of NO A.
ADVERTISE~lENT: The NOA number preceded by the words Miami.Dade County, Florida, and followed by
the e~pmiti(,)n date may be displayed m advertising l1te!ature, If any portlOn of the NOA is dlsplayed, then It shall
be done in Its entirety.
Ii'iSPECIIO~: A copy of this entire NOA shall be proVlded to the user by the mamlfacturer or its distnbutors
and shall be a, allable for inspedlOn at the Job ~'o1te at the request of the Bul!dmg Offi':la1.
TIllS NOA conslsts of pages t through 4.
The submitted documentation was revjewed by Frank Zuloaga, RRe
NOA 1\'0.: 02-1219.03
Expiration Date: 02128/07
Appnl\al Date: 03/27/03
P~g.e 1 Qf4
6. LABELlNG
6.1 Shmgles shall be labeled with the Miami-Dade logo or the \~ordmg "Miami-Dade C<)unty
Product Control Appr()'\ ed".
7. BtnI.m;:\G PERMIT REQUIREMENTS
7.1 ApplicatIon for bUllding penmt shall be accompanied by copies of the follov.ing:
7.1.1 This Notlce of Acceptance.
7.1.2 Any other documents required by the BUllding Official Of the appl1cable code in
'Jrder to prop<:---rly evaluate the installation of this system.
DETAIL A
Rake
Edge
5 5/81
CERTAINTEEO LANDMARK 30, 40,50
All dimensions shown are in inches
-55/8 '1
--161/4
....1
1
211/2
,
,
L' Starter
-""!!!!..!!!!!!!!!..
Eaves
&
" 0:> <
t: -
..~: '"
~" '
KOA No,: 02-1219.03
Expiration Date: 02/28/01
Appnna} Date: Q3/27,03
Page 3 of 4
ROOFING ASSEMBL Y ApPROVAL
Roofmg
07310 Asphalt Snmgles
DunenslOnal
Wood
Category:
Sub-Cat€'i/,ory:
l\laterials
Deck T, pel
1. SCOPE
Tlus rc.1S('$ Certalufecd Landmark 30 and AR (and Wldefrack QB), CertalnTecd Landmark 40
and AR (and WideTrack QB), CertainTccd Landmark 50 and AR (and WideTrack QB) Shi.ngles
as manufactured by Cntaillncd Corporation descnbed j,o SectlOn 2 of this NotIce of Acceptance.
2. PRODUCr DESCRIPTION
Prod\!f! Diuu:nslous
fel!
Svedfications
Product Description
Celtamteed Landmark 30 and 13\<''' x 38 %"
AR (and WideTrack QB)
Certain teed Landmark 40 and BY." x 38 %"
AR (and Wl.deTrack QB)
Certainteed Landn1ark 50 and 13y;." x 38 %"
AR (and WldeTrack QB)
Accessory Shmgles vanous
PAllO
A heavy welght~ 2471b/sq, dImensional
asphalt shmgle.
A heavy \\elght, 2641b/sq, dImenSiOnal
asphalt shingle.
A heavy .", eight, 2961b/sq, mmenslonaJ
asphalt shmgle.
Accessory shmgles for hip, ridge and
~tcuter stnp apphcations.
PA 110
PA 110
pmpn etary
3. EVIDENCE SUBMlTTED:
fest Agency
fest Identifier
Test Name/Ri'llort
pate
04/02101
01/1l101
IlJl2/02
Underv.nters Lahoratof1es, Inc.
PRI Aspha1t 1'.."(1\nolo",>1':s, Inc.
R684
peTC.OI-02-0l
CTC-006~02..o 1
tJ1. 790
PA 100
Fndenwiters Laboratories, Inc.
94NK9632
02~TK41448
'Nind uplift reS1Stance PA 107
11/30:00
--1J '08,'02
4.
Ll.\UTA no~s
4.1 File classification IS not part of this acceptance; refer to
Materials Directory for tire ratings of this product.
Shall not be lDslalled on roof mean heIghts m excess 003 ft.
a cuneut Approvoo Rooting
5.
4.Z
L.'iSTALLA nON
5.1 Shingks shall be installed m comphance \"ith R,){Jfing ApphcatlOo Standm-d RAS 115_
5.2 Flaslung shall be in accOldarce with Roofing Application Standard RAS 115
5.3 The manufactmer shall pro\1de clearly \Vntten appllcation mslmcl10ns.
5.4 Exposure and course laye,ut shall be lU complicu1ce WIth Detail'N, attached.
:;,5 Nalling shall be In comphance v.'ith Ddall 'B', attached.
~o.\ No.: 02-1219.03
ExpiratiQu Date: OU28i()1
Appro\al Date: 03/271133
Pllge 2 of 4
DETAIL B
'1
-1--- 143/4" -f-- 12" ,------l
L 1"
~ - -,---~- .~-
rr_~
I
--~
1- ---.-
12" ---
--'- 383/4' -----, - -
T
61:8
j
----,
--
-.
I
13114"
I
,
I
I
I
5 5/8"
Exposure
,
LANDMARK 30, 40. 50 (AND AR)
- 383/4" -- -. -------------- ~
_:2(7Lt.:.fe~";.}~j~L//LL.22L'~- ~7.'//-1
N~i1mg area fOf "tow ?p(l $t9.fldaf~ .stOP<< (fr{,'ffi ~ .512 to:41 12)
N,,~ t>el1>eIJ. upp,' & lower ,lllillil1as-
12" ~---~ - - '--- 14 3W " '.- 12" ~
'-'1-' ". 1
:~~NG"""{u '--'[j: - ~
AREA 1 <
5 5/8"
Exposure
I _ ______
__ __..1-
LANDMAF\K 30,40,50 (AND AR) - WIDETRACK OS
(low and Standard Slope)
'",..<4
n
e~
I
t
t
'---" - -- 38 314"
u / / ,'/ r-:/cy/; Rclw j;;;;'7?77T
;~~"'777 r-':7,' :/7 'Z_<-J' ~.'_.' Z'/"-Z:X2'.2 _,
-----.--.....,
.~alhn~ a,,," fOf "'StMP'" SID.{W$ {g"~ata? tn31"l 2.1 ~2:)
N~il ~'<3:~ bv~OH' .2 t'>J!l ~ll es-
'=l~--
I
131/4"
14314"
.....~...
/\
...~.~
I
I
6118" ,
I
I
j ,--1_
, >
LP.ND'AARK 30, 40, 50 (AND AR) - WIDETRACK 08
(Steep Slope)
EN}) OF TillS ACCEPTAJ.'\CE
NOA :'\0.: 02-1219.03
Expiration Date: 02/28/07
Approval Date: 03/27/03
Page 4 or 4
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lANDMARK $IRlf$. fjRt~Alr-
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"
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hHOA\ARK 1\ DIMENSIONS
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