HomeMy WebLinkAboutBIN B-3 PERMIT 4455
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. CO~DENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0"
AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4)
3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS
SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4)
4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL
COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES.
EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINiSH LESS THAN 5/8"
THICK ADHERED DIRECTLY TO THE FOUNDATION WALL,(FBC 1403.1.6)
5. INITIAL TREATMENT SHALL BE DO~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 ALONG 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-CONSTRUCTION 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 SUBTERRA~EAN
TERMITES. THE TREATMENT is IN ACCORDANCE WITH THE RULES AND LAWS OF THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7)
14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM
BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAI~ING MATERIAL.
(FBC 2303.1.3)
15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4)
A.B.
Abv.
A/C
Adj.
A.F.F.
A.H.U.
ALT.
B.C.
B.F.
Bk Sh
Bm.
BOT.
B.P.
Brg.
Cir.
Clg.
Col.
Compo
C.T.
D
Dec.
Ded.
Dbl.
Dia.
Disp.
Dist.
D.S.
D.V.
DW.
Ea.
EW.
Elec.
Elev.
Ext.
Exp.
~
ABBREVIATIONS
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.
KjWall
K.S.
Laun.
Lav.
L.F.
L.T.
Mas.
Max
M.C.
Mfgr.
Micro.
Min
M.L.
Mir.
Mono
N.T.S.
Florida Bldg. Code
Finished Floor
Fixed Glass
Floor
Foundation
Floor System
Fireplace
Foot / Feet
Footing
Fixed
Galvanized
General Contractor
Ground Fault Interrupter
Girder Truss
Header
Height
Hose Bibb
Interior
Kneewall
Knee Space
Laundry
Lavatory
Linear Ft.
Laundry Tub
Masonry
Maximum
Medicine Cabinet
Manufacturer
Microwave
Minimum
Microlam
Mirror
Monol ith ic
Not to Scale
Opn'g.
Opt.
Pc.
Ped.
P,L.
PLF
PIt. Ht.
Pit Sh.
PSF
P.T.
Pwd.
Rad.
Ref.
Req'd.
Rm.
Rnd.
R/SH
SD.
S.F.
Sh.
SHT
S.L.
S.P.F.
Sq.
S.Y.P.
Temp.
Thik'n.
T.O.B.
T.O.M.
T.O.P.
Trans.
Typ.
UCL
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
Th icken
Top of Block
Top of Masonry
Top of Plate
Transom Window
Typical
Under Cabinet Lighting
Unless Noted Otherwise
Vanity Base
Vertical
Versalam
Vent through Roof
Washer
With
Water Closet
Wedge Anchor
Wood
Water Proof
STRUCTURAL NOTES:
FOUNDATIONS
SOIL TO BE COMPACTED TO AT LEAST 95%
OF MAX. DRY DENSITY AS DETERMINED BY
ASTM - 1557 ( MODIFIED PROCTOR)
FOUNDATION INSPECTIONS
A FOUNDATION SURVEY SHALL BE PERFORMED AND A
COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING
INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE
EXPOSED AND A STRING 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 2500 PSI, A SLUMP OF 6"
PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.63
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT
LEAST ONE CROSS WIRE WITHIN THE 6".
4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF
ALL TOP BARS OF BEAMS.
5. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR
11/2" TO FORM
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 REINFORCING WHERE
PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS
OTHERWISE INDICATED ON THE DRAWINGS:
FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN.
FILLED CELL REINFORCING: 40 DIA. OR 2'-1" MIN.
TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN.
WELDED WIRE MESH: 8" LAP
MASONRY WALL CONST.
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90,
WITH i\ MINIMUM NET COMPRESSIVE STRE~GTH OF
1900 PSI ( f'm = 1500 PSI)
2. MORTAR SHALL BE TYPE "S", CONFORMING TO
ASTM C270.
3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A
MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11".
4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.
5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE TOP AND BOTTOM A~D AT A MAXIMUM SPACING
OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED
IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS
OTHEI~WISE NOTED.
6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM 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.
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", LATEST EDITION.
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR
WALLS AND MiSC. STRUCTURAL WOOD FRAMING MEMBERS,
( I,E. BLOCKII\:G OR GABLE END BRACING) SHALL BE EITHER
SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE
USED REGARDLESS OF SPECIES.
ALL WORK SHALL COMPLY \VlTH ALL
PREVAILING CODES, FLORIDA BUILDl}:G
CODE, NATIONAL ELECTRIC CODE AND
ClTY OF ZEPHYRHlLLS ORDINANCES
REVIEWED
JUN 1 3 'LUU:)
~~
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.
WOOD FRAMING INSPECTION
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 DESIG~ED BY THE TRUSS
MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING
DESIGN LOADS:
6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL.
PLATE CONNECTED WOOD TRUSSES PER THE TRUSS
PLATE INSTITUTE TPI LATEST EDITION.
7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY
THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS
AND GOVERNII\:G CODES. SUBMITTALS SHALL INCLUDE TRUSS
FRAMING PLANS AND DETAILS SHOWIr--..G MEMBER SIZES,
BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND
AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED
FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH
SUBMITTAL SHALL BE SIGr--..ED AND SEALED BY A FLORIDA
REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION.
8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS
WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
UPLIFT CONNECTORS
1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS
A~CHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON
MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES.
INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD
NOT r--..EED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT
THE TRUSS ENGINEERIr--..G FOR THE LOCATiON OF THESE WALLS.
FIELD REPAIR NOTES
(* MAXIMUM (5) STRAPS MAY BE SUBSTITUTED WITHOUT
NOTIFYING ENGINEER OF RECORD. NO SUBSTITUTION TO
BE MADE FOR GIRDER TRUSSES WITHOUT ENGINEERING
APPROVAL)
1. MISSED "J" BOLTS FOR WOOD BEARING l/i,\LLS MAY BE SUB-
STlfUTED W/ 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6"
DEEP SIMPSON "SET" EPOXY ADHESIVE BINDER FOLLOWING
ALL MANUFACTURERS RECOMMEI'.DATIONS
2. DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF
THE OMITTED REBAR, AND INSTALL A 32" LONG #5 BAR INTO
THE EPOXY FILLED HOLE. USE A TWO PART EMBEDDEMENT
EPOXY ( SIMPSON "SET", EPOXY), MIXED PER MANUFACTURER'S
INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM
DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND
AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY.
ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPECIFICATIONS,
THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM
POUR.
3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT.
IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES
NOT HAVE TO BE CONT. TO FOOTING)
4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION
MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST
STRAP W/ (4) %" X 2%" TITENS TO MASONRY AND (7)
10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2)
MTSM16 FOR UPLIFTS LESS THAN 1720#). r--..O MORE THAN 10
STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW.
IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTACT
ENGINEER OF RECORD FOR SUBSTITUTION.
. ""'-"~:"!o<~>:", "", r--"--...,
STRUCTURAL DESIGN CRITERIA
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
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: 120 M.P.H., USE FACTOR: 1.0
20 PSF (REDUCIBLE)
40 PSF
40 PSF
40 PSF
20 PSF
10 PSF ATTIC L.L.
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)
2500 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
CONCRETE GROUT 3000 PSI
CONTINUOUS MASONRY INSPECTION is REQUIRED DURING CONSTRUCTION
ALL STRUCTURAL AND MiSCELLANEOUS STEEL A36 36,000 PSI, U.N.O
SHOP AND FIELD WELDS: E70XX ELECTRODES
ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O.
NO.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:
WOOD FRAMING:
WOOD ROOF
TRUSSES:
BOTTOM CHORD DEAD LOAD:
10 PSF
40 PSF
10 PSF
BOTTOM CHORD ATTIC LIVE LOAD:
WOOD FLOOR
TRUSSES:
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:
15 PSF
50 PSF
65 PSF
SOIL BEARING
VALUE:
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS
IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY
THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
BUILDING DATA
CONSTRUCTION TYPE - TYPE VI UNPROTECTED
(SECTION 608 - FBC 2001)
MEAN ROOF 15 FT. HIGH
TYPICAL FOR SINGLE HOMES
WIND SPEED 120 MPH (3 SEC. GUSTS)
WIND IMPORTANCE FACTOR - (Iw) = 1.0
WI~D EXPOSURE - "B" (FBC 1606.1.8)
INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED BLDG)
DESIGN WIND PRESSURE:
(COMPONENT A~D CLADDING) WORST CASE (10 SF - END lONE)
# END ZONE IS ONLY WITHIN 5'0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
120 MPH + 25.9 PSF / - 34.7 PSF (END)
+ 25.9 PSFj-28.1 PSF (INTERIOR) U.N.O.
GARAGE DOORS (V = 120 MPH)
SINGLE 9x7 +22.8 PSF / -25.8 PSF
DOUBLE 16x7 +21.8 PSF / -24.3 PSF
ENGINEERED PLANS
ON FILE
WALDEN GRANDE 2003
GENERAL NOTES:
THE FOllOWING 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 VOLU~E
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 LINE PLUMBING
TO BE PVPC
vm LOCATIONS ARE APPROXIMATE
AND MAY CHANGE DUE TO JOBSITE
CONDITIONS
THE FOLLOWING SHALL COMPLY
WITH THE 2001 FBC.
o PORCHES AND BALCONIES
SECTION 1014
o HANDRAILS - SECTION 1007.5
o GUARDRAILS - SECTION 1015, 1019.9
o STAIRS - SECTION 1007
o CHIMNEY & FIREPLACE
SECTION 2804-2806 (MFGR)
SECTION 2113-2114 (MAS)
o EGRESS WINDOWS
SECTION 1005.4
"JO
5. ALL OPENINGS 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 SHOWER ENCLOSURES TO BE
TEMPERED GLASS
7. ALL WINDOWS WITHIN 24" OF DOORS
(INTERIOR & EXTERIOR) AND WITHIN
18" OF FLR TO BE TEMPERED GLASS.
(SECTION 2405.2)
INDEX OF DRAWINGS
SHT NO:
1.
2
2A
3
4
5
6
S-1
S-2
S-3
S-4
S-5
S-6
S-7
TITLE
COVER SHEET
FLOOR PLAN
DIMENSION PLAN
FOUNDATION PLAN
ELECTRICAL PLAN/ INT. ELEV.
ELEVATIONS
TRUSS LAYOUT
MASONRY DETAILS
LINTEL PLAN AND DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
STRUC. NOTES &
HANGER INFORMATION
S-8 DETAILS
S-9 DETAILS
S-10 ROOFING DETAILS
S-10A ROOFING DETAILS
S-11 DETAILS
S-13 PRODUCT APPROVAL
S-14 WINDOW DETAILS
S-15 WINDOW DETAILS
NOTICE TO BUILDER
IT IS THE iNTENT OF THIS DESiGNER THAT
THESE PLANS ARE ACCURATE AND ARE
CLEAR ENOUGH FOR THE LICENSED PROFESS-
ONAL TO CONSTRUCT THIS PROJECT.
IN THE EVENT THAT SOMETHING IS UNCLEAR
OR NEEDS CLARIFICATION..STOP..AND CALL
THE DESIGNER LISTED IN THIS TITLE PAGE. IT
IS THE RESPONSIBILITY OF THE LICENSED
PROFESSIONAL THAT IS CONSTRUCTING THIS
PROJECT TO FULLY REVIEW THESE DOCUMENTS
BEFORE CONSTRUCTION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE
BEFORE ANY WORK IS DONE.
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NOTES:
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR
TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL)
KITCHEN
BATHROOM
LAUNDRY ROOM
EXTERIOR WATERPROOF
GARAGE GENERAL PURPOSE
RANGE
44" AFF
39" AFF
36" AFF
12" AFF
42" AFF
2" AFF
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL
BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST
EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE
FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES.
5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH
FLORIDA BUILDING CODE, SECTION 905.2
6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING
UNIT BEDROOMS PER NEC, SECTION 210-12
ELECTRICAL LEGEND ~ SMOKE DETECTOR
$ SINGLE POLE SWITCH ~
$2 DOUBLE POLE SWITCH FLOOD LIGHT
$3 THREE-WAY SWITCH 1.__________1 FLUORESCENT LIGHTING
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...... TELEPHONE CABLE OUTLET 0
@) RECESSED LIGHTING JUNCTION BOX
@ CD THERMOSTAT
WATER PROOF
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OPENING PRESSURES
INT.
CD
+35.8/-38.1
@
+34.2/-36.5
CD
+32.9/-35.2
@
SEE COVER
END
@
+35.8 / -45.0
@
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CD
+32.9/-39.2
@
SEE COVER
* G.C. VERIFY ROOF PITCH
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
ROOF CRITERIA
-12" OVERHANG U.N.O.
-PLUMB CUT FASCIA
-ROOF PITCH PER ELEVATION
-WINDLOAD CALC. PER ASCE 7-98
(VARIES BY LOCATION)
-SHINGLE LOADING
FORMULA = S.F /300 (1/300) / 2 (INTAKE vs EXHAUST)
* 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH
REQUIREMENT
2076 TOTAL 498 SQ. INCHES OF 5 TOTAL
S.F. VENTILATION REQUIRED REQUIRED VENTS
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LAST PLOT DATE
May 09, 2005
ELEVATION
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Mid-State TrussCom pany
TM
Serving Florida Builders Since 1910
3125 Reynolds Rd., P.O. Box 1606
Eaton Park, Florida 33840
863-665-1309/ 1-800-940-8787
~ 8' 0" BRG. WALL
10' 0" BRG. WALL
f BEAM BY BUIDER
I NON BEARING WALL
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VAULTED CLGS
10' 0" FLAT CEILING
CJ
* G.C. VERIFY ROOF PITCH
ROOF PITCH VARIES PER SUBDIVISIONS
(5/12 OR 5.9/12)
IT IS THE CONTRACTORS RESPONSIBILITY
TO VERIFY ROOF SLOPE REQUIREMENTS
WITH TRUSS MANUFACTURER.
7
:~
8' 0" FLAT CEILING
UPLIFT VALUES & CONNECTORS
HANGER SCHEDULE
6 SIMPSON HGUS210-2 6 SIMPSON
6 SIMPSON ~ SIMPSON
STANDARD ROOF HANGERS ARE SIMPSON HUS26
STANDARD FLOOR HANGERS ARE SIMPSON HHUS46
UNLESS SHOWN OTHERWISE
APPROVED TRUSS ANCHOR BY BUILDER
S.Q. CUT OVERHANG
HEEL HEIGHT = 2x4 STD.
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
12
MARK
o
5.9
-----
V _________
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12
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TRUSS END DETAIL
A
B
C
o
E
F
G
H
J
K
L
M
N
P
Q
R
S
T
U
V
W
CONNECTOR
HETA16
HETA20
H2.5A
H3
MET A20
HHETA20
H10
MTT28B
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HD2A *
H D5A *
H D6A *
L1JS2R
HUS26
HUS28
MTS12
MTS16
MTS20
MGT
LGT2
HGT-2
UPLIFT CONN.
< 14901BS. @
< 14901BS. @
< 11741BS. SEE 5E.1/S-7
< 4501BS. @
I SEE SHEET S-7 FOR NOTES I
UPLIFT CONNECTION CROSS-REFERENCE
SIMPSON STRONG TIE
CAPACITY
SYP SPF
1810 9 - 10d x 1 1/2"
1810 9 - 10d x 11/2"
600 535 10-8d
455 320 8 - 8d
1450 7 - 10d x 11/2"
2235 12 - 10d x 11/2"
990 850 16 - 8d x 11/2" RT16 1030 945 8-8d X 11/2"& 8-10d
4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d
5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d
2775 2570 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS
3705 3130 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS
4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3-3/4" DIA. BOLTS
1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8 - 10d
550/3325 ** 1550/2540 ** 20 - 16d x 31/2" THD26 1875/3040 1580/2365
3220/5970 ** 2705/4510 ** 30 - 16d x 31/2" THD28 2330/3965 2015/3430
1000 860 14 - 10d x 11/2" MTW12 1195 905 14-10d
1000 860 14 - 10d x 1 1/2" MTW16 1195 905 14-10d
1000 860 14 - 10d x 11/2" MTW20 1195 905 14-10d
3140 3140 22 - 10d X (1) 5/8" ATR WI 5" EMBED WI SIMPSON "SET" EPOXY
2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30 - 10d
6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED.
2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS
24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2"
10 - 10d SPT22 715 8 - 10d
12 - 10d SPT24 895 10 - 10d
12-10d X 11/2" 1
FASTENERS
USP MANUFACTURING, INC.
CON~ECTOR CAPACITY
SYP SPF
HTA16 1500 1500
HTA16 1500 1500
RTl 585 585
RT3 550 475
HTA20-18 1200 1120
FASTENERS
13 - 10d x 11/2"
13 - 10d x 11/2"
10 - 8d X 11/2"
8-8dX11/2"
10 - 10d X 11/2"
1245
535
605
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[!] MWFRS
"X" HTS 20 1450
SP1 585
SP2 1065
HCP2 605
* MINIMUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONLY
*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE
THE PLATE OFF OF THE TRUSS.
ALL EPOXY ANCHORS TO BE SIMPSON "SET" U.N.O.
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6
OF
22
LAST PLOT DATE
May 09, 2005
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r~5 REBAR AT TOP
TYPE DESIGNATION / MIN. (1) REQD
r F = FILLED WITH r- .<1. ',~ r . '. Jl-1/2" CLEAR
GROUT / U = UNFILLED - , , " f. ' " -
R = RECESSED - . '. . {5. .
rANTITY OF #5 REBA AT - ~"':~" :...:~.-
TTOM OF LINTEL CA ITY I- _ . ' " _. ' " _
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NOMINAL HEI OUM.-ITY OF 5 ..' , '
REBAR AT TOP '. .
~ROuT
M5 REBAR AT 90TTO~
OF LINTEL CAVITY
\ BOTTOM REIIo,FORCIIo,
7-5/8"ACTUAL ,- PROVIDED Ir-. liNTEL
8' NOMINAL WIDT (VARIES)
o
r-
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" aggre~ate and 8" to 11" slump.
4. Concrete masonry uniTs (CMU) per ASTM C90 wi
minimum net area compressive strength = 1900 psi.
5. Rebar per ASTM A615 Grade 60.
6. Prestressing str.and per ASTM A416 grade
270 low relaxation.
7.7/32 wire per ASTM A510.
8. Mortar per ASTM C270 type M or S.
GENERAL INSTALLATION NOTES
1 Provide full mortar head and bed Joints.
2. Shore filled lintels as required,
3. Ins~allalion of lintel mwst comply with the architectural and/or st~uctural drawings.
4. U-Untels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting,
5. Alll.n',els meet or exceed L/360 vertical deflection, except lintels 17'-4" and
longer with a nominal heigrt of 8" meet or exceed L/180,
6, Bottom fie'd added rebar to be located at the bottom of the lintei cavity,
7, 7/32" diameter wire strrups are welded to the bottom steel for mechan!cal anchorage,
8, Cast-!n-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 Approvais: Miami Dade County, Florida Nos.03-0605,05 and 03-0605,04.
11, Tre exter:or surface of lin',els installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance wth ASTM C-926 or other approved
coating,
12, L!ntels loaded simultaneous!y with veritcal (gravity and upl:ft) and horizon~al (lateral)
loads shoud be checked for cOf'lbine loading with the following eqJation:
Appled vertical load Applied horizontaload
+
Safe vertical load
SAFE LOAD TABLE NOTES
Safe horizontal load
< 1.0
1. All values based on mln,mum 4" bearing. Exception: Safe loads for unfilled
lintels must be reduced by 20% if bearing length is less than 6-1/2".
Safe ioads for all recessed I!ntels based on 8" nominal bearing.
2. N.R. = Not Rated.
3. Safe loads are total superimposed allowab:e load on the section spec fed.
4, Safe loads based on grade 40 or grade 60 field rebar.
5, Additonal lateral load capacity can be obtained by the desgner by prOViding
addional reinfo~ced masonry above the precast lintel.
6, One #7 rebar may be substituted for two #5 rebars In 8" lintels only,
7. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting 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 tre next longest leng'''l srown.
10. Ail safe loads in units of pounds per linear foot.
11. All safe loads based on simply support span,
12. Tre number in the parenthesis indicates the percent reduction for grade 40
field added ~ebar,
Example: 7'-6" lintel Type 8f32-1B safe gravityoad = 6472 (15)
w/15% reduction = > 6472 (.85) = 5501 plf
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
~~~
____ TYPE
LENGTH _____
2'-10' (34") PRECAST
3'6" (42") PRECAST
4-0" (48") PRECAST
4'6" (54") PRECAST
5'4" (64") PRECAST
5'-10" (70") PRECAST
6-6" (78") PRECAST
7'-6" (90") PRECAST
9'4" (112")PRECAST
10'-6" (126") PRECAST
11'-4" (136") PRECAST
12'-0" (144") PRECAST
13'4" (160") PRECAST
14'-0" (168") PRECAST
14'-8" (176") PRESTRESSED
15'4" (184") PRESTRESSED
17'4" (208") PRESTRESSED
19'-4" (232") PRESTRESSED
21'-4" (256") PRESTRESSED
22'-0' (264") PRESTRESSED NR
24'-0" (288") PRESTRESSED N.R,
~~~
_____ TYPF 8F8-lT
LE~GTH ~ 8F8-2T
2-10" (34") PRECAST 19n
1972
3'-6" (42") PRECAST 1569
1569
1363
1363
1207
1207
1016
1016
5'-10" (70") PRECAST 909
929
6-6" (78") PRECAST 835 (12
835
7'-6" (90") PRECAST 727 (23
727
591
591
530
530
474
494
470 (9)
470
13'4" (160") PRECAST 418 (15
428
14'-0" (168") PRECAST 384 (15
410
14'-8" (176") PRESTRESSED 239
246
15'-4' (184") PRESTRESSED 224
230
17'4" (208") PRESTRESSED 187
192
19'-4" (232") PRESTRESSED 162
166
21'-4" (256") PRESTRESSED 142
142
22'-0" (264") PRESTRESSED 137
137
24'-0" (288") PRESTRESSED 124
124
4'-0" (48") PRECAST
4'-6" (54") PRECAST
5'4" (64") PRECAST
9'4" (112") PRECAST
10'-6" (126") PRECAST
11'4" (136") PRECAST
12'-0" (144") PRECAST
~~~
L~ 8RU6
4'-4" (52") PRECAST 1635
4'-6" (54") PRECAST 1494
5'-8" (68") PRECAST 866
5'-10" (70") PRECAST 810
6'-8' (80") PRECAST 797
7'-6' (90") PRECAST 669
9'-8" (116")PRECAST 411
8" PRECAST & PRESTClESSED U-LlNTELS
8U8 8F8-0B
8F8-1B
2231 3069
3069
2231 3069
3069
1966 2561
2693
1599 1969
2189
1217 1349
1663
1062 1105
1451
1238
1238
1011
1011
699
752
535
643
582
582
540
540
471
471
424
442
NR
458
NR
412
NR
300
NR
235
NR
180
NR
165
NR
129
8F12-0B
8F12-1B
4605
4605
3719
4605
2751
4605
2110
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
8F16-03 8F20-0B
8F16-18 8F20-1B
6113 7547
6113 7547
5163 6607
6113 7547
3820 4890
6113 7'147
2931 3753
6113 7547(7)
1999 2560
5365 7547(36)
1631 2090
4360 7168 (45)
3480 3031
3480 5381
2632 ??Ilr:;
?RR1,RQR
1Fi?r:; ?r:;RLl.
1 R4.' ?<=;R4
1?117 ?()Q,
1 r:;,_" ?()Q,
1'<"" ,,,I."
1 ,<"" 1 R4Fi
1 ?"4 '''''4
1?"4 '''''4
'n7" 14?"
,n7" 14?"
1nn? 1 '<?"
1 nel? 1 '<?"
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1'<7n " q()?
NR .~~
1 ?'i0 17.'<.<
~~ N~
Qr:;() 1 ,<?R
N~ N~
7r:;n ,n:H
NR NR
598 -"4."
NR NR
550 7-"4
~~ NR
4'i() 654
UPLIFT
8F20-lT
~rLU-L I
.5747
5747
4569
4569
3966
3966
3508
3508
2949
2949
2694
2694
2419
2419
2102 (11
2102
1471 (15
1705
1185 (15
1526
1034 (15
1422
936 (14
1349
783 (14
1145
723 (14
1050
671 (13
968
626 (13
897
520 (1L;
732
446 (11;
616
393 (11
531
378 (11
508
341 (10
450
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-lT
tirL4-L I
70:14
7034
'i'iCl1
5591
4853
4853
4292
4292
3607
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 (1L,
993 (8)
546 (12
831 (8)
480 (11
713 (7)
461 (10;
681 (7)
416 (10
600 (7)
GRAVITY
8F24-0B
8F24-1B
8974
8974
8054
8974
5961
8974
4576
8672
3123
7342 (19)
2549
6036 (19)
3707
8360
2698
5681
3486
3486
2777
2781
2423
2423
2193
2193
1838
1838
1697
1697
NR
2245
NR
2058
NR
1609
NR
1282
NR
1114
NR
1047
NR
884
8F28-lT
~rL~L I
R"l?1
8321
FiFin
6613
5740
5740
5077
5077
4265
4265
3897
3897
3498
3498
3039 (10
3039
2152 (16
2463
1732 (15
2204
1510 (15
2053
1366 (15
1948
1141 (14
1718
1052 (14
1694 (8)
976 (14
1625 (11
909 (lj
1562 (14
754 (1L
1268 (14
646 (12
1057 (14
567 (ll
903 (13
545 (11
861 (13
491 110
756 (12
8F28-0B
8F28-1B
10394
103Cl4
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
10951
11809
8107
11809
6224
11809
4249
10127 (19)
3470
8328 (20)
5061
8825 (14)
3685
6472 (15)
3302
6390 (47)
2536
4754 (45)
4006
4006
3552
3552
2883
2883
2630
2630
NR
2712
NR
2513
NR
2047
NR
1716
NR
1468
NR
1399
NR
1222
LATERAL
8F32-lT
~rJL-L I
ClROR
9608
7Fi'\R
7Fi36
6627
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 (11 42
1046 (13 N.R. 125 .
629 (11) N' R 116 39
997 (lJ,'. .
566 (10) 33
875 (13 N.R. 91
8" PRECAST W/ 2" RECESS DOOR U-LlNTELS
(14) 205
(7)
(14
(11) N.R.
(13) N.R.
(14)
(12) N.R.
(14)
(12)
(14 N.R.
8RF26-0B
8RF26-1B
6493
9479
5924
9479
3402
7917 (19)
3174
7402 (19)
9448
9479
7239
8998 (19)
4091
4150
~~~ UPLIFT
________ TYPE 8RF6-lT RRF10-1 RRF14-1T 8RF18-lT 8RF22-lT 8RF26-lT 8RF30-lT
LENGTH ________ 8RF6-2T 8RF1 o-nl RRF14-n 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T
4'-4" (52") PRECAST 905 1711R 2635 3022 4409 5296 6183
905 174R 2635 3522 4409 5296 6183
4-6' (54") PRECAST 867 1 R7.<=; 2525 3374 11224 5074 5924
867 1 Fi7'i 2525 3374 4224 5074 5924
5'-8" (68") PRECAST 675 1.,n1 1960 2618 3277 3935 4594
675 1'\01 1960 2618 3277 3935 4594
5'-10" (70") PRECAST 655 1 ?Fi? 1900 2038 3176 3815 4453
655 1 ?Fi? 1900 2538 3176 3815 4453
6'-8" (80") PRECAST 570 1 n1? 1601 2204 2758 3312 3865
570 1 nQ7 1651 2204 2758 3312 3865
7'-6" (90") PRECAST 506 7Q7 1462(8) 1952 (7) 2442 (6) 2931 6 3257
506 967 1462 1952 2442 2931 3421
9'8" (116") PRECAST 395 491 931(12) 1301 (15 1640115 1980 (15 2322 (16
395 589 1135 1514 1893 2272 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO, 4
908
743
554
475
362
337
296
279
N.R.
N.R.
N,R.
N,R.
N,R.
8F12-1 T 8F16-1 T
~r1~-L ~rlb-L I
3173 4460
3173 4460
?5?4 3547
2524 3547
2192 3079
2192 3079
1940 2724
1940 2724
1632 2290
1632 2290
1492 2093
1492 2093
1340 1880
1340 1880
1021 1634 (12)
1166 1634
680 1133 (15
851 1326
552 914 (15
686 1183
485 798 (15
599 1028
441 723 (14
543 928
373 606 14
455 770
346 559 (14
420 709
323 519 (13
390 655
302 485 (13
364 609
255 404 (12
303 500
222 347 (11
261 424
198 306 (11
230 369
192 295 (10:
221 354
175 267 (10
200 316
8RF14-0B
8RFl4-1B
3280
5206
2992
5206
1716
4567
1600
4242
3120
3120
2459
2459
1568
1568
8RF18-0B
8RFl8-1B
4349
6639
3968
6639
2277
6389
2124
6639110\
5048
5048
3776
3776
2253
2253
8" PRECAST W/2" RECESS DOOR U-LlNTELS
8RF22-0B
8RF22-1B
5421
8060
4946
8060
2839
8060 (34)
2649
8060(39
7747
7915
5743
5743
3129
3129
LATERAL
8U8 8F8 REINF,
CMU
1293 ~642 2135
1025 1024 1830
765 763 1365
592 591 1057
411 411 734
340 339 607
507 721 483
293 98
284 89
259 82
194 63
148 51
8RF30-0B
8RF30-1B
7567
10893
6904
10893
3966
9311 (19)
3700
8706 (19)
7360
10893(32
5623
10893 (48)
3146
5891 (47)
8RLJ6 8RF6 REINF.
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.1.
CONC. W/1 #5 REBAR CONT.
r USP SPT4 W/(6) - 10d X 11/2
G.II:.'..... "~I:' ....' .',
;:; =; ;;: ~ ;;; ::; ~ =- :J~
". ". ....' . I ,. . '.." .
. -, .." .... .
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01
I
01
STANDARD HOOKS W/25"
MIN. SPLICE
I
'.
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TYP. FILLED CELL W/3000
P.S.I. CONC.
W/1 #5 REBAR VERT.
1-;, :
I
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INTERIOR BEARING WALL
INTERIOR SHEARWALL
EXTERIOR FRAME WALL
11.: :
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II
I
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2" X 4" P.T. W/
(3) 1/2" X 8" "J" BOLTS OR
(3) 1/2" X 6" EXPANSION ANCHORS OR
(6) 3" X 1/4" TAPCONS
(8) 2 7/8" HILTI TIX-DNI NAILS
II,:
f..
01
I
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I
\
3
5-2
FRAME (EXT./BRG./SHEAR) WALL
\ TO MASONRY CONNECTION DETAIL
I
SCALE: N.T.S.
-
LINTEL BEAM:
1 COURSE LINTEL
BLOCK W/ 1 # 5
BAR & 3000 PSI
GROUT, MIN. 25"
LAP (ACI 530)
--..nJlIIl
OJJJI
NON-SHEARWALL SEGMENT
I. 1111111111111111.1
: ~ >,
TYPICAL SHEARWALL SEGMENT
ALL SHEARWALL SEGMENTS
CONSIST OF A FILLED
CELL EACH END WITHOUT
AN OPENING BETWEEN.
CONC. SLAB
OVER 6 MIL V.B. OVER CLEAN
COMPACT. TERMITE TREATED
EARTH FILL REINFORCED WITH
6x6 W1.4XW1.~ WWF \
FI LLED CELL:
FILL BLK. CELLS WITH 3000 P.S.I.
rGROUT ONE #5 @ LOCATIONS SHOWN
ON THE FOU~DATION PLAN
AND FLOOR PLAN.
MIN. LAP 25" (ACI 530)
TOP_OF SLA_B -$
:,
: ~ ".
... --
,~''--',;,. ,
1 ~.. ~ ~ 1 ..
'..t, .
',. I.-=E=_ ~..
9 . ~ lo.
NOTE:
SECTION BETWEEN DOWN RODS
ARE CONSIDERED SHEARWALLS
UNLESS OPENINGS ARE BETWEEN
THEM.
f2\ TYP. SHEARWALL SECTION
~
SCALE: N.T.S.
PRECAST "U" LINTEL WI 1-#5 CONT. IN
3000 PSI CONC. @ OPNGS. 6'-0" & OVER.
PRECAST "U" LINTEL ALL OPENINGS
UNDER 6'-0".
HURRICANE
ANCHORS,
(TYP.) \i] ~
I '-._ . :.t. 'J.r" .';::,;': .#::== '~.:,II ,:,_ ":;
_ . 10.. .. .. _" .........'., 10._,
.. ~ ~ .........."....
t~ .:: ,:,"./: ,:,".': <,".': <,"..: <,"~: : ':
~ ...~-----~......-.---
I
SPLICES 25" MIN.
10"
LAP (ACI 530 )
n [,HOOK"
II 1 1
.~:== ~.:;,:J ~~~ ';';':~ ;.. ~. ~ ~ ,
- , :- . ,"] . .' ,..- . .,\Ioll. .. j" 10..
~DI I
/1
~;.
~~
I
II
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h ':. REBAR BOTH SIDES FOr
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~.: '.
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-<->
.......<9,.
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#5 STD. 900 HOOK
SCALE:1"=1'-0"
20" MIN. LAP
l' t
L#3 OR #4 REINF~RCING BAR
#3 & #4 LAP SPLICE
25" MIN. LAP
'^"' ..1. .)i'N .'22S. 7^~^-^ ..'\12',. ;;<;;!il< W2' ~-~..
'--#5 REINFORCING BAR
#5 LAP SPLICE
36" MIN. LAP
1v 1l.o
. ...~ l~~lW~S~~S ~~~ :~~:xY.~~',~~s v-.
#6 REINFORCING BAR
#6 LAP SPLICE
,REBAR SPLICE DETAIL
SCALE: N.T.S.
STD. 90 HOOK
..~ :1
I
II
I
II
II
I
II
I
II
II
I
TYP. BOND BEAM
8" x 8" x 16" K.O.
LINTEL BLOCK
FILL W/3000 P.S.1.
CONC. W/1 #5 DIA.
REBAR MIN. LAP 25"
(ACI 530)
1-1 I I II III
e---
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1I1II1 1 I11I1I111111
1I11I1I11111II111 II1111
<D
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LINTEL PLAN NOTES:
1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY.
2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE
ASSUMED TO BE 16" MINIMUM DEPTH.
3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE
LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
THE ELEVATION DRAWINGS
4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER
LINTEL HEIGHT.
5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED
FOR PROPER LINTEL HEIGHT,G.C. COORDINATE.
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MIN. LAP (ACI 530)
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TYP. MONO. FTG.
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SEE FOUNDATION PLAN J
FOR LOCATIONS
-
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\ S-2 SCALE: N.T.S.
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STD. 90 DEGREE
ANGLE 3000 P.S.I.
CONC. Wl1 #5 DIA.
REBAR MIN. LAP 25"
(ACI 530)
INDICATES FILLED
CELL FROM FTG. TO
BEAM WITH 1 #5
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(ACI 530)
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DETAILS
* DIAGONAL SPACED
AT 15'-0" O.C. MAX
A~
~~~
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--
-
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=-
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""'- CROSSBRACING
(SEE PLAN FOR
~ LOCATIONS)
_(3) 12d
/- PER JOINT
.J'
, 00 \ 00 ex:
\_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN.
1--1
- - ~
- .
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,
-
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CONTINUOUS LATERAL BRACING-
NAIL OVER X-BRACE AS SHOWN-
INSTALL BLKG. AT TRUSS WEBS
FOR NAILING
X-BRACING. 2x4 SPF OR SYP
__ w/ 2-16d @ EACH TRUSS WEB
/ 2A:\ CROSS BRACING DETAIL (TYP.)
, S-W NOT TO SCALE
-
I 2 ,CROSS BRACING DETAIL (TYP )
\8J
SCALE: N.T.S.
G.C. TO PROVIDE
BLOCKING TO COMPLY
WI APA RECOMENDATlONS
FOR SPAN RATING OF
7/16" OSB.
** ALTERNATE SPAN RATED
32/16 PLYWOOD MAY BE USED
20'-0" MAX 20'-0" MAX
"X" BRACE SEE
DETAIL 2/S3-~
CONTINUOUS B )TTOM CHORD
r BRACING 2 X 4 MIN. SEE DETAIL 3/S-3
\ I 0'
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L TOP & BOTTOM CHORD
GABLE END BRACING @
4'-0" O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MAY BE REQUIRED
2) "T" BRACING MAY BE USED IN PLACE OF PERMAI\iENT
_ BRACli\iG PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
( 4,REQUIRED MINIMUM PERMANENT TRUSS BRACING PLt N
\ 5-3 I AS PER HIS 91
REV. 7/19/03
SCALE: N.T.S.
TRUSS NOTES:
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002
(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/ 2-16D NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROViDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT.
SEE TYP. TRUSS BLOCKING DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS ...,
/1 2X4 BLOCKING MAY BE NAILED w/ MIN. 2X4 STUDS & PLATES AT 2'-0" O.C.
r--\\,BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O.
2X4 DIAGONAL AT 8'-0" O.C. ....... A NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH
MAX & EACH END ALTERNATE "'lIlIIII SIDE w/ (3) 12d NAILS WHEN
I DIRECTION TYP.~ l REQUIRED w/ (2) USP MTW12
.7 . '\. I \ ~ W/ (14) - 10d X 11/2" EACH
I ~ ~ V \ X ~--~-~~
~~
VERTICAL SCAB
2 x 6 #2 SPF 48" O.C.
W/ (4) 10d TOP &
BOTTOM
OR USP RT7 OR
HCLR/LL W/ 8 - 8d
IN PLACE OF (4) 10d
*
\
COLLAR TIE
........f- EVERY 3rd
RAFTER
~~
--- ** ~~
TB
BEVEL CUTS
V (OPTIONAL)
~
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. ~ WOOD SCREW EACH TRUSS
OR USP RT7 @ 48" O.C.
D~----
7'
/
/
PRE-ENG. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOr-
CHORD AT ALL HAND FRAMED AREAS TYP.
:-
DIAGONAL, ~
AT 8'-0" ~ X -'--- "'-
MAX 7' '-' :-WOOD
L.:- L. TRUSS
X
I
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T & B CHORD W STEEL OR WOOD
/ //: BEARING SUPPORT
* 2x8 #2 SPF RIDGE BEAM
** 2x6 RAFTERS @ 2'-0"0.C.
MAX. w/ (3) 10d COMMON
TOENAILS TO RIDE BEAM
I
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1
x
--
~
x
x
--
'~WOOD TRUSS!
....A
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
TYP. WOOD TRUSS BLOCKING DETAIL
A-A ALTERNATE BLOCKING
,DETAIL @ INTERIOR BEARING
I REV. 8/3/04 SCALE: 3/4"=1'-0"
SCALE: 3/4"-1'-0"
9
, S-3
c-PROVIDE 2X4 MIN. BLOCKING AT
ROOF ;~ 't OF HIP/RIDGE, TYP.BETWEEN TRUSSES
SHEATHING W/ (2) 120 NAILS EACH END TO
TRUSS TOP CHORD
TYP.
~VA TRUSS
I{~
~,
/ "~,81~
SEE ~
PLAN~ ~~
2X4 BLOCKING-
BETWEEN TRUSSES
SECT. A-A
G.T.
ADD 2X4 ALONGSID~
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
JACK
TRUSSES
(2) 120 NAIL
AT 12" O.C. MAX
(2B\HIP/RIDGE BLOCKING DETAIL
\2YREV. 7/18/03 3/4"=1'0"
-
-
z:
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EA. SIDE
2X BLK'G.
TO O.S.B.
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EA. E~D
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EDGE VIEW
- WHEN REQ'D RECESSED
PRE-CAST LINTEL
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W/ 1#5 REBAR U.N.O.
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PRE-ENGINEERED \OVERLAP TRUSS BRACING 6"
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SPACE
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INTERIOR
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* SPACED AT 15'-0" MAX SYP TRUSS BRACING
GARAGE
2 x 8 PT. W/ 1/2" EPOXY
BOLTS OR A.B. AT T & B 32" O.C.
MIN (4) BOLTS
REF: POURED CELL
--1>1 A ~ EXTERIOR
~v-tU- - CMU WALL
TRUSS BRACING OVERLAP
~ DETAil (TYP.)
S-3
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r13'\ FRAME ENTRY TO BLOCK DET.
\gJ
SCALE: N.T.S.
-Jv-
Z
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1 NOTE: MAY CUT BACK 2x8 P.T. @
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ANCHORS TO 2x8
""
l""l
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7/16" OSB W/ 6d NAILS @
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10'.11%" MAX
WINDOW OR
DOOR OPN'G
-
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~ CMU WALL 3-17-04
~
~
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COMMON
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~
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& 2x WI (2) 16d TOE NAILS ~
'f EACH END TYP. "
2x4 SPF CONTINUOUS BLOCKING
ATTACHED TO 7/16" OSB WI
(2) 8d NAILS. SEE DETAIL ABOVE
7'-0" MAX
WINDOW OR
DOOR OPN'G
/ 11 ,DET. @ ARCH WINDOW FRAMING
, S-3 I FRAME WALL
--
3-17-04
SCALE: 1/2" = 1'-0"
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-
SECTION AT BUTT-JOINT GLASS WINDOW
ALTERNATIVE WHEN TRUSSES
RUN PERPENDICULAR TO WALL
(2) 16d NAI LS
EACH END
(4) - 12d NAILS
TYP U.N.O.
USP SUH24
EA END
2x AT EACH
TRUSS
-r
DOUBLE 2X
TOP PLATE
B
B
CORNER
USP LSTA12
wj10-10d NAILS
Maintain Bottom of
Weep Screed
1 1/2" to 2" Above
Roof Sheathing
1#2" Cementitious Keep top edge
Vulcum cauk Decorative Finish of weep screed
bottom Joint 2" below top of
only block
A
(2) 6d NAILS
T&B @ 16" O.C.
PLAN VIEW A-A
MIN (2) 2x4 SPF
VERTICAL STUDS
(2) 2x4 HEAD
OR SILL
USP
JUS24-2
SEE FOUNDATION
PLAN FOR FTG
REQUIREMENTS
Note that
the Tyvex
and metal
lathe must
go over
the top of
the weep
sc'eed
PLAN VIEW B-B
Cementltious
Decorative
Finish over Bloc
1st floor
r BOTTOM OF
TOP CHORD
$-
2x4 @ 16" O.C.
(4) - 12d NAILS
TYP U.N.O.
BOTTOM OF
r BOTTOM CHORD
$-
SEE
ELE.V $-
2x4 P.T. CONT. w/ 1/2" DIA
A.B. @ 48" O.C. & EA E D.
SCALE: 1/2" = 1'-0"
FRAME CONNECTION
NO. 14 FLAT HD
WOOD SCREWS @ 3" FROM
EA END & 14" O.C. (3 SIDES)
MIN. 11/2" EMBEDMENT
MASONRY CONNECTION
3/16" TAPCONsgl 3" FROM EA END &
14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT
Keep top edge of
weep screed 2"
below finish floor
Weep Screed Detail
SEALANT "995" DOW
CORNING OR SCHNEE
MOORHEAD 5504
I TYPICAL FRAME:
0.187" X 1.75 X 1.125
THICKNESS = 0.062"
wi EPDM RUBBER WEDGE
"
"
"
"
"
"
"
"
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PLAN
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NOTES:
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2. GLAZING TO MEET ASTM E1300
3. DESIGNED FOR AREA = 10 TO 100 S.F. (INT. ZON
~~C~
TEMPERED
ELEVATION
BUTT-JOINT GLASS WINDOW DETAIL
V = 120 MPH FBC 2001 SCALE: 1/2" = 1'-0"
REV. 9-4-03 AS
MAX HEIGHT
70" (t= 1/2")
60" (t= 1/2")
50" (t= 1/2")
40" (t= 3/8")
SEE PLAN FOR
SPECIAL REQUIREMENTS
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EACH MEMBER (TYP.)
TUD
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CRIPPLE STUDS @ 16" O.C. BETWEEN
HEADER & TOP PLATE WHEN APPLICABLE
WI USP SPT22 AND USP SPT24 TOP AND
BOTTOM EACH STUD
(2) 2X12 No.2 SYP HEADER w/7/16" OSB
SPACER UNLESS NOTED OTHERWiSE ON PLAN
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING
TRIMMER STUDS:
(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE
(2) REQ. EACH SIDE OPE~II\GS 6'-0" TO 12'-0" WIDE
FRAMING AROUND OPENINGS SHALL BE
NO.2 OR BETTER SYP
SEE PLAN FOR ADDITIONAL
SECTIONS REQUIRED
(2) 10d TOENAILS OR (2)
16d ENDNAILS EA. STUD
NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT
MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
E>CALE: N. T.E>.
T'YP, FRAMING 15) EXTERIOR DOOR OPENING
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WI USP SPT22 AND USP SPT24 TOP AND
BOTTOM EACH STUD
(2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER
UNLESS NOTED OTHERWiSE ON PLANS
BOTTOVl OF HEADER TO BE AT OPENING HEAD HEIGHT
(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING
UNLESS NOTED OTHERWISE ON PLANS
TRIMMER STUDS:
(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE
(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE
FRAMING AROUND OPENINGS SHALL BE
NO.2 OR BETTER SYP
USP MP34 EACH END, TYP.
- DBL. 2x4 SILLS FOR WINDOWS
CRIPPLE STUDS @ 16" O.C.
W/ USP SPT22 AND USP SPT24
EACH STUD
(2) 10d TOENAILS OR (2)
16d ENDNAILS EA. STUD
NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT
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TYP, FR,AMING 15) WINDOW OPENING
E>CALE: N. I.E>.
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2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE
8d NAILS @ 6" O.C.\ ROOF OR
TO BLOCKING \ I FLOOR SHEATHING
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X
-----
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(7 ,WALL SHEATHING INSTALL. & NAILING SCHED.
~ i\0 SCALE REV. 02-11-04 MD
12
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_ INTERIOR BEARINGsEE FOUNDATION PLAN
J 14."1\w/UPLIFT
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UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSS
12 PRE-ENG. WD TRUSSES @ 24" O.C.
~I 15 INSULATION BAFFLE
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~' TRUSS ANCHOR (SEE PLAN)
I FIBERGLASS SHINGLE
: / .I / ROOFING FELT
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PLY ATTACHED W/ (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES
NAILS AT 8" O.C. MIN. SPLICE 48" W/12d @ 6" O.C.
SEE 26/5-4 OR 27/5-4 ---/; ALUM FRAMED WINDOW w/ SCREEN
FOR MORE INFO @ OPENING
NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH
HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A
WINDOWS. 2" X 4" @ 16" O.C.
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1/2" DRYWAL 7 STRUCTURAL SHEATHING (MIN. 7/16")
NAIL 3" O.C. TOP & BOTTOM, 4" a.c.
R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR
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I TRUSS ANCHOR (SEE PLAN)
~ FIBERGLASS SHINGLE
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: _______ ~ APA RATED STRUCTURAL SHEATHING
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ALUM FRAMED WINDOW WI SCREEN
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........
CURTAIN NAILER
1 X 4 P.T. @ WINDOWS
1 X 8 P.T. @ S.G.D.
MARBLE STOOL
1 X 2 P.T FURRING
R4.2 FOIL INSUL ON EXT _______
BLOCK WALLS .A PRECAST CONC SILL
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6 X 6 10/10 W.W.M ~ -A 18" IN CONC. -25" EXTEND (ACI 530)
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Z DETAILS
--I
-
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
HEADER ANCHOR
NAI LED TO TOP PLA TE~ ,
HEADER & JACK
STRUCTURAL NOTES
2 X 4 WALL
NO. & SIZE OF
RAFTER TIES
EACH END
-SPF STUD OR CONSTRUCTION GRADE
-SPF STD & BTC
-#3 SYP PT
-SPF STUD OR CONSTRUCTION GRADE
-SPF STUD OR CONSTRUCTION GRADE
-#3 SYP PT
2 X 6 WALL
HEADER SIZE
& GRADE
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
OPENING JACKS STUDS JACKS STUDS
SIZE EA END EA END EA END EA END
l' - 4'
(1)
(2)
(2)
(3)
(1)
(2)
(2)
(2)
(2) 2X12" 2SYP
(2) LSTA 30
4' - 9'
......-: /YSINGLE OR 2 PLY
:: GIRDER TRUSS
II
II
> ~~ / USP LTS20B w/10-16d
TO GIRDER TRUSS
(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 SHEATHIr--.G: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
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
6.8 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 2 1/4" LONG MASONRY SCREW FOR EVER
(2) -10d NAILS
9' -16'
(3) (3) (2) (3)
~:::-;::::r SEE SCHEDULE
~ ~i:S<<....~ \ 2-ROWS 12d NAILS STAGGERED @
"'- ~~ ~ 12" O/C EACH FACE OR 3-ROWS
/} ~~~I~~~ 12d NAILS STAGGERED@12"0/C
. . ,-......''il~, ~FOR 2"x10" OR GREATER HEADER
" . .~~
.~ ~
(3) S.Y.P. 2x4 w/10d
@ 8" O.C. EACH WAY
''''
1\
~
i'-
~2-2x4 SPF TOP PLATE
REFER TO
26/5-4 OR 27/5-4
"'v
* WHEN STUD LENGTH is LESS---
THAN 12" USE LSTA30 STRAPS
AT EACH STUD WRAPPED OVER
TOP PLATE & NAILED TO HEADER
EACH SIDE W/ 11 - 10d NAILS
" DOUBLE 2 X 12 NO.2 S.Y.P.
'- HEADER W/ 1/2" FLITCH PLATE
HEADER. (U.N.O.)
~ ~/
~
P.T. #3 S.Y.P. 2x4
CP i----4~~-------~~---------------,~~~ CP
I 1 tV1 I
: ' / / / I
5 FT.:----4Ff.-----------@"------------J /1 :(2)
@)
:-- - -- - -- -- -- - - - - @) @ - - - -- - '-'. -
14FT. CV t]) 4 FT. I @)
- 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.
10d NAILS @-....
8" O/C TYP. "
DOUBLE 2"x4"-..
CRIPPLE STUD
TYPICAL (U.N.O.)
\ FILLING A~D BLOCKING AS
'-- REQUIRED FASTENED TO
HEADER W/(2) ROWS
OF 12d @16" O/C UNLESS
NOTED OTHERWiSE
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 QUESTIOI\iS 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:
NOTES:
~~
V2"X4" STUDS TYP.
VUSP HTT16 W/ (18) 16d NAILS
AND A 5/8" EXPANSION
Fh ANCHOR W/ 6"
f: EMBEDMENT U.N.O. OR
~ 81/2" AT GARAGE STEP DOWN
P.T. BOT. PLATE
1. PLYWOOD AND SIDING:
( FIELD) USE 8d NAILS @ 12" O.C.
( EDGE) USE 8d NAILS @ 6" O.C.
2. GYPSUM:
( FIELD) USE 5d NAILS @ 10" O.C.
( EDGE) USE 5d NAILS @ 7" O.C.
BASE PLATE
- HIGH UPLIFT FRAME WALL
J 5E.nGIRDER/BEAM CONN.
, J 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#
O,o~
1\I1iV,
HOLD DOWN CONNECTIONS Q
NOT REQUIRED @ BEARING
WALLS WITHOUT UPFIFT
J
,
-
1i\WALL HEADER DETAIL
J SCALE: N,T.S. REV. 10-28-03 AS.
ROOF NAILING SCHEDULE:
NAILING ZONES
ZONE 1: 8d NAILS @ 6" O.C. IN FIELD
8d NAILS @ 6" O.C. ON EDGE
ZONE 2: 8d NAILS @ 6" O.C. IN FIELD
8d NAILS @ 6" O.C.ON EDGE
ZONE 3: 8d NAILS @ 4" O.C. IN FIELD
8d NAILS @ 4" O.C. ON EDGE
GYPSUM CEILING: USE 5d NAILS @ 7" D.C.
-
0/USP LSTA30 w/(11)-10d
TO TOP PLATE AND (11)-10d
TO STUD. MAY BE ANGLED
UP TO 10 DEG.
..... ~ ~ ~USP LSTA24 W/ (18) -10d AT
~~ ~ 2'-0" O.C. MAXIMUM
\ \;'- 2-2x4 SPF
? TOP PLATE
~ 2-#2 SYP 2x12 OR WIF85
~ :--- HDR. UNLESS NOTED
I ~ OTHERWISE (SEE PLAN)
l..--?----- (3) S.P.F. 2x4 w/10d
Ii' - - @8" O.C. EA. SIDE
2 X 4 #2 SYP SCAB TO SIDE
OF TRUSS AS SHOWN
(2) 10d nails @ 8" D.C.
TO TRUSS TOP CHORD
4.'-0" PLYWOOD
::: MIN. (~ SHEATHING
: :: p) .. 1'0" BLOCKING AS REQUIRED
: : + ~ r'-TO SUPPORT SOFFIT
: TRUSS /' +.;$ ~ I~ LINE OF ROOF
i2X4 SYP--""'" It ~~ BEYOND
: EACH TRUSS /" -. ,~~.
CONNECTO~0) ~ - -~J -<1- 2X FASCIA
SEE L1NTEC '7" '\.1 l.LUMINUM SOFFIT
SCHED. I 1'-0" 1'-0"
PRECAST L1NTEL-----.I
~~
II l
d:':;~\III -~
2 X 4 P.T ~:::~:or::: '3 c:: ~
CO NT. ~-~:- ~
PRECAST :>:~~ '~~ 7/16" O.S.B.
" ~;fJ' SHEATHING
. ./ "" 2x8 @
2x8 CONT. ~ (24'\''''' 2'-0" O.C.
TOP & BOTTOM SIM. ~
j~ ~ () () () ( )(
.......~
./ -.... k-lG.C. VERIFY INTERIOR
~ 1/2" GYP. BOARD OR
2x STuD; ~ 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
(30\ EXT. FRAME CORNER
~ SCALE: 11/2" = 1'0"
ALLOWABLE FASTENERS
CONTRACTOR NOTE:
ALL DRILLED AND EPOXIED HOLES
MUST BE PROPERLY VACUUM,
BRUSHED, AND BLOWN CLEAN PER
MFGR'S RECOMMENDATIONS TO
ACHIEVE UPLIFT CAPACITY
PRE-ENG. TRUSSES
A: CEMENT COATED SINKERS
B: BRIGHT COMMONS
C: SPIRAL OR RING SHANK NAILS
0: CLIP HEAD GUN NAILS
fr-
SEE ROOF PLAN
FOR CONNECTION
USP RTl TO
EACH TRUSS
USP HTT16.~ ;
w/lS-16d NAIL~
NO.2 P.T. 2x4
BASE PLATE
2'-0"
EPOXY ANCHOR W/ 8 1/2" EMBED.
INSTALL PER MFG. SPECS.
--^' _c....
An~d @3"o.C.TYP.
EXTERIOR
STRUCTURAL
r-~HEATHING (MIN. 7/16")
,,~
J
,
-
6 \HEADER OPENING
} NO SCALE REV. 1-27-04 AS
./ UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255#
-
J 26 , SECTION AT ROOF EXTENSION
, I ABOVE SGD 3/4" = 1'-0"
I
,
.-
19\ SECTION DETAIL @ ENTRY
./ N.T.S.
-
~
[SEE SIM (J;)
FOR GABLE CONNS, TYP.
ABLE. TRUSS
~ ~~~I~S,~_
~LA.N , '\
~7 / 0-
"0
CLIP EACH TRUSS
(SEE ROOF PLAN FOR TYPE)
FRAME OUT TO
BLOCK EDGE
f- /~2d COMMONS AT
V 6" O.C. MAX TO LEDGER
2X P.T. CONT. T & B
o / W/ (2) 12d COMMONS
./ ,_ >-< EACH STUD
SEE TRUS5-"'" :: -
PLAN ~. - l-------2X4 P.T. CONT.
./ . -- W/ 1/4" DIA TAP CONS W/ 11/4" MIN.
CMU WALL~ ~ I = EMBED AT MAX 12" O.C. [MIN (2)]
SEE PLAN i- I _ T&B
-1-
-----v1 _____7/16" O.S.B. SHEATHING
1"'~ W/8d NAILS @ 6" O.C.
::o,~ ;1 ~ EDGES & 12" O.C. INTERMEDIATE
_ l" I !:::: r----...
- I _I ----
-1-
_ I _ -2X P.T. @ 2'-0" O.C. MAX
- I - NOTCHED T&B @ LEDGER
- I - TOE NAIL TO LEDGER
= I = W/ (2) 8d NAILS
- I.~]
I- I -> ~
t:.- >-<
~
~
~
2 X 4 P.T.
I STUD ANCHORING:
I STUD TO TOP PLATE:
USP SPT4 W/ (6) 10d X 11/2 OR
USP SPT24 W/ (6) 10d
W/ 6 -10d X 11/2
I 2 X 4 SPF
A I AT 16" O.C.
/f11 STUD TO BOT PLATE:
I USP SPT4 OR SPT22
W/ 6 -10d X 11/2
~~i
~~U',).:t~ 1/2" X8"
V=f,; t ANCHOR BOLT
- " - @ 24" O.C.
7/16" OSB W/8d
COMMONS @ 6" ON
EDGES & 12" IN -.............
FIELD -..............
LINTEL
""-- 8" CMU WALL
-
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, I N.T.S.
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...
TRACK MOUNTING DETAIL
TIE-BEAM
.
PRECAST
LINTEL
2"x6" P.T. WOOD JAM
DOOR AND CONNECTION PE
GARAGE DOOR MANUFACTURER
TYP. GARAGE DOOR
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 RESPONSIBILlT
OF WINDOW MANUFACTURER.
2X BUCK DETAIL
SCALE: N.T.S.
FILLED CELL W/
#5 VERTICAL
1/2" X 8" A.B
W/2" WASHERS
SET IN TYP.
FILLED CELL
MIN. 5 PER
JAMB.
~
0-
0
~ L SECTIONAL
.-1
@ OVERHEAD
0 DOOR 7
.-1
,
.-1
"1"
.-1
0
GARAGE SLAB
"1"
.-1
@
~ 00
(5) 1/2" DIA. x 8"
"J" BOLTS
P.T. #
SYP 2" X 6"
OVERHEAD
SECTIONAL
DOOR TRACK
W/ 3{8" X 11/2"
SiEE LAG
BOLT WI
WASHER. MIN.
6 PER TRACK
TO JAMB.
SECT. OVERHEAD GAR. DOOR INSTALL
SCALE: N.T.S.
WALL AROUND GLASS
BLOCK- THIS IS NOT A
FRAM E
EXPANSION STRIP
~CHANNEL
PANEL ANCHOR ATTACH
W/(2) 1/4"x2 1/4" TAPCON
SCREWS W/WASHERS @
BEND-EA. HORIZ. REINF.
HORIZ. REINFORCII\G
INSTALLED PER MA~F.
INSTRUCTIONS
HOLLOW GLASS BLOCK
GLASS BLK. PANELS SHALL HAVE REINF. IN THE HORIZONTAL MORTAR JOINTS,
EXTENDING FROM END TO END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION
JOINTS, WITH ANY UNAVOIDABLE JOINTS SPLICED BY LAPPING THE REINF. NOT
LESS THAN 6". THE REINF. SHALL BE SPACED NOT MORE THAN 2' APART VERT.
FOR 37/8" BLK. & 16" APART VERTICALLY FOR 3 1/8" BLK. IN ADDITION
REINFORCEMENTS SHALL BE PLACED IN THE JOINT IMMEDIATELY BELOW & ABOVE
ANY OPENINGS WITHIN A PANEL. THE REINF. SHALL CONSIST OF TWO PARALLEL
LONGITUDINAL, GALVANIZED STELL WIRES, 9 GA. OR LARGER, SPACED 2" APART
AND HAVING WELDED THERETO 14 GA. OR HEAVIER CROSS WIRES AT INTERVALS
NOT EXCEEDIr\G 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL.
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DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DSI-222
FINAL ANCHORING OF " WOOD FR^ME UP TO 5'4 X 6'8
SINGLE: INSWING UNIT W/WO SIDE:LlTES
PRODUCT ACCEPTANC~ No,: 051222
~
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r'-. D'
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0-
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30"
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J:T -L
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h<5 <'!J 01-
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--
SCROI
3 #1 0 x 5/8" PHI1.UP.$ ~T HUD
4 #10 x 1 3/4"~Fl..AT HCID.
5 #10 x 2' ~Fl.AT ~
7 # lOx 3" pjo,'!UJPS FI.A T HtJoD
,..
I ~
30"
2" TY P.
---1 r-' 'l2'r' '/':---1 - f"'1 r-2" TYP.
11-;00:.1 I 1 .1=1
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"Il' HlNGE DETAIL
liafE;
iIH'D4 SIOflJTl IS MTN:HC.D TO
HI!<<. ..... ,. I@ $CIQ. lJ\IST
!It lIUl) ~ OF A ~ SCR€W
N<<) A , (1J seJ{F(I PDt $[;Rf;W SCHaJ(JtE.
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MTIWC11ON$'" ~
"E" LArr::H DETML
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l'lHEN SIOO.JT( IS A7TM:HW TO
!..ArCH ..wd use #8 x 1 3/4"
fPHlWf'S' n.;.T /€AD SCREWS
W SIRlKE PlAlJ:.'$. NolO I (4) SCREW
1Ni"lXf: OF # Q) PROlI ~ SCHEDUIL
,S:>
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BARR1CR-fRfi:
ThruMId
Siu: up to S'4 x 6'8
Product ~cctptance No: DSI-222 .
Inswina (wood iamb) C ani' ,&ll1allon;
2'0 2'4 2'6
+80 -80 +80 -80 +80 -80
x. OXO. XO. OX
2."1\ )"0
"'W _8IJQO -80
+(,() .{iO +<,l} .ijJ
.59 67 , .. 5o'{>o
"'56 4'1 +SO.6,>
Single Opaque
w/Sidclites
SinJle OW./.'d
WiSidclitcs
(Door dO<1l\Q1 m<<t MJssil~ lmp4Cl)
Test' 210-1981.210-2024
.. 75 .80
+M -77
~-71
Wa. ~.: NIll\ Ya PlastitS I PllIStpro
Li\irtsston. NJ Q7()J9
NAN Y A PLASTICS CORPORATION I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWlNG: Opaque and Glazed
Max Door Size: 5'4" x 6' S"
DESIGN PRESSURES
Description
Single
Single
Single
Single
Single
OPAQUE
DoorSUe ~f~~~
2'0" x 6'8" +80 .80
2'4" x 6'8" +80 .80
2'6" X 6'8" +80 -80
2'8" x 6'8" +80 -80
3'0" x 6'8" +80 -SO
DeM'nptioD
Single
Single
Single
Single
Single
Drawiol! #
99-01
99-01
99-01
99-01
99-0 I
Single w/sl 2'8"x 6'8" +60 .60
Single w/sl 3 '0" x 6' 8" +60 -60
99-01
99-01
Single w/sl
Single w/sl
Configuration: X, OXO, XO, OX
Test
ASTM E-33Q.90
A.AMA 1302.5
ASTM E283-91
ASTM E331-9Q
TESTS
~rlDdoD
Unifurm Static
Air Pressure
Farced Entry
Tert lM:8tloll
National Certified Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando. Florida
Natiooal Co:rtilied Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
Test Date
11/03/1997
MiO 1/1998
11103/1997
04/01/1998
1 li031 I 997
04/0 II 1998
lli03Jl991
04/01/1998
Air Infil1l'atioo
Water
Penetration
Product Acceptan~JLabel No: DSI-222
-- _.._--_._~--------
GLAZED
Door Size Pressures
2'0" x 6'8" +75 -80
2'4" x 6'8" +64 -77
2'6" x6'8" +{;O -71
2'8" x 6'8" +56 -67
3'0" x 6'8" +50 -60
Drawinlil #
99-04
99-04
99-04
99-04
99-04
D esc ri p tio D
Double
Double
Double
Double
Double
2'8" x 6'8" +50 -60 99-04
3 '0" x 6'8" +50 -60 99-04
Configuratlon: XX
Certlf'ylog Florid. Engineer
Test ReDOrt 1# 80d Litense Nnmber
210-1987-I,Z1"" BarryPortnoy
210-2024" 1'-"," P. E. No. 16258
210-1987-1. z.J, if Barry Portnoy
210-2024-1(, f",~ P. E. No, 16258
210-1987-I,.!.J,Y Barry Portnoy
210.2024'1':.U P. E. No. 1625817
210-1987_1,2,1't l3arry Portnoy
210-2024W-._J?~NO. 1625L-
Ifhlo~ ~ -\~ I) f
f I /f/J4/Y; Y 1,<.
Test
ASTM E-330-90
AAMA 1302.5
ASTM E283.91
ASTM E331.96
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DDI-224
FiNAL ANCHORING OF A WOOD FRAME: UP TO 6 '0 x 6 B
DOUBLE: fNSW/,,<C UNIT
PRODUCT ACCEPTANCE No, 001224
4"TYP.
L-
rf-
l.4" TYP.
~f-
l.4" TYP.
rH-
14" TYP.
~~
14- TYP.
t-f-
14" TY?
Lf-
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~
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1 5"1 f 6"1 - - r 5" f
p.;, I (f) I
(1) 'n(t) /
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4 1/2-
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4 1/>.:J 1- L'/r t nl) L
INSWING: Opaque and Glazed
Max Door Size: 6'0" x 6'8"
DESIGN PRESSURES
Drawin2 If
99-0S
99-08
99-08
99-08
99-0 g
DescriPtion
Double
Double
Double
DOlJble
Double
30"
TYP.
-..!A '
&;;IM
-0
a- - f =@
I
f- 5 '(2"
f--r
-,+
~
sex lDCK "'10. )
~~.~~
-4
~c- LATCH DETAIL
TESTS
Test Loutioll
National ~fied Testing Lah
Orlando, F191'ida
National Certified Testing Lab
Orlando. Florida
National ~lied TlZling Lab
Orhl.lldo. Florida
National ~fied Testing Lab
Orlando. Florida
Test Date
10/03/1997
041011\998
1010311997
04/01il99g
10103il997
04101/1998
10103/1997
04/0111998
-(1)
30'.
TYP.
'B!-
---! A t
SClfE'ol' SCHtJXJU
3 10 x 5/8" PHfWPS f1.4, f 1'10.0
4 10 x 1 3/4" PHP.1JPS rLAf HEAD
5 10 x 2" NlfWPS ruf HOJ)
7 10 x 3" PHfWPS ru r HOJ)
,,~
~ ~~
J;~ ~ <l ~::::
l1N( ~.....!!' ~dJ
= i.DGK 1)1 '-...,
!,I.4J;ifN:.~
~
NAN VA F'LASTICS CORPORATION / PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
OPAQUE
Door Size Pressures
4'0"" (j'8" +74 -82
4'8" x (j'8" +64 .70
5'0" x 6'8" +{;O .66
5'4"" 6'8" +56 -61
(j'O" x 6'8" +50 -55
DescriptloD
Uniform Static
Air Pressur e
Forted En try
Air Infiltration
Water
Penetration
Product AcceptanceJLabel No: DD[-2H
------,-_._-~---
!I
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8S1-226
FINAL ANCHORING OF A .....000 FR^"'f UP TO 5'+ )( 8'0
SINGLE iNSW,NG UNIT w/WO SlOEUITS
PRODUCT "'CCEPTANCE ,'10.: OOSI226
1.
d
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1 ra" f
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6"-1 r
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12' ~t-I' ~ I U
12" TYP, ' 25 1/2".
t--~
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12" ~i- 25 1/2".
12" TYP, .. ("
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.
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t
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3')1 110 x 5/8" PHUJPS FUT HO<)
4" "10 x 1 3/4" l'\11IlLf'S FUT HOD
5' "10 x 2" l'fiC.Ul"$ FUr HOD
7') I f 10 x 3" PfilllRS ru.1 HCM
.V'E'
r.ss~1
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cb
2: 2" TYP. ~ . t'"'
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~rr
rr- I ..
12" TVP.
J~ I U
12" TVP. . 25 1/2"
12.t; ;;- .i
t-~.
12" TVP, 25 1/2"
"te+
12" rp~ 25 1/2"
12'~ ...1_
Lr. --.!A'r.
_'A' 'C'-
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(J) 6) w~
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-0
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o
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f
t:
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-0
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S= up to 54 x g.o
Product Acceptance No: 0851,226
w-..in& (wood jamb) ConfigUI1luon:
2'0 2'4 2'6
<-<)9 -99 -89 -89 .84 .84
s "'~:e Opoqve
Wl'Slcleli\eS
S~lc Glued
',"'l'Sidcliil:s
1000< ~ not m<d MJ..u.Im~)
TeU 2 \0-2024,4.5.6, In, 11.12
.99 -99
Mfs. by: Nan Ya Plastics I Plll>lf'<O
.84 -!4
0-
.S9 -89
NAN VA PLASTICS CORPORATION IPLASTPRO, {(\;C.
DiSTINCTION FffiERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWL'IlG: Opaque and Glazed
Max Door Size: 5'4" x 8'0"
DESIGN PRESSURES
GLAZED
Door Size Pressll res
4'0"x6'8" +74 -74
4'8"x6'8" +64 -64
5'0" x 6'8" +60 -60
5'4" x 6'8" +56 -56
6'0" x 6'8" +50 -50
Test Re~rt 1*
210-1993
210-2024
210-1993
210-2024
210-1993
210-2024
210-1993
210-2024
Drawinl1: #
99-06
99-06
99-06
99.06
99.06
OPAQUE
Door Sile Pressures
2'0" x g'O" +99 -99
2'4" x 8'0" +89 .89
2'6" x 8'0" +84 -84
2'8" x 8'0" +78 -78
3'O"x8'O" +70 -70
Drawing #
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" x g'O" +50 -60
99-01
99-01
Conf1guration: X, OXO, XO, OX
TESTS
Certlfylog Florida Engineer
aDd LkeD5e Number
Barry Portno)'
P. E. No. 16258
Barry Portnoy
P. E. No. 16258
Barry Pormo)'
P. E, No. \6258
Barry Portnoy
P E. No 16258
Test
ASTM E.330-90
~r1ptloo
Uniform Static
Air Pr~gure
Forced Entry
T~t Lotatlon
National Certified Testing Lab
Orlando, Florida
National C~ilied Testing Lab
Orlando. F10l'ida
National Certified Testing Lab
Orlando. Florida
National Certified Testtng Lab
Orlando. Florida
AAMA 1302.5
ASTM E2!3-91
Air [nliltration
ASTM E331.96
Will...
Pen-etration
i~~
IdAdrO f(f!)~
Product AcceptanceILabel No: D8S1-226
Description
Single
Single
Single
Single
Single
Single w/sl
Single w/sl
Test Date
0410 Ii 1998
04101/1998
O4iO I 11998
O4iO UI998
,~
~~~
..........\Y'\. '9'-
5~"\J ~~ "
!Hi ~~ ~
Sl:E LOCI(~
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~
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)NS'oOt'iG ~
~t)
INSWlNG TH'!f:SHQt.L)
(~)
r ~
AARR"'J/"F1lfr
lhrMhoU
x, OXO. XO. OX
2'g J'J
.7& .~ +70 .70
-.5),}4 64.01 .50-<<>
+73 .~ ./0 .70
-n,}4 .Q4,01 .SO-<<>
LiV1.,,%ston. NJ 01039
GLAZED
Door Size Pressu res
2'0" x 8'0" +99 -99
2'4" x 8'0" +89 -89
2'6" x 8'0" +&4 .84
2'8" x 8'0" +78 .78
3'0" x 8'0" +70 -70
Drawin2 #
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
Test ReDO" 1#
210-2024-
4.5.6,10.1l.l2
2[0-2024-
4.5.6.10.11.12
210.2024-
4.5.6.10.11.12
210-2024.
4.5.6.10.1 ! .12
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8DI-228
FINAL ANCHORING OF ^ '....OOnJBt.ME UP TO 5'0 X B'O
- DOUBLE INSWJNG IJNI T
PRODUCT ~CCEPfANC[ !.J? 08D'228
I -j is'' f s",'1 -S"
4" If- r- ~ cb cJ -'-'0'
12" .TYP. tJ 1. L D2~0
t-f- - -'0-8
12" TYP.
t-f-.
12" TYP. g--f
~f-'
12" TYP.
12"tp~' ~f
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NAN YA PLASTICS CORPORATION I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
L"lS\VING: Opaque and Glazed
Max Door Size: 6'0" " 8'0"
DESIGN PRESSURES
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Door Size Pressures
4'0" x 8'0" +99 -99
4'8" x 8'0" +89 -89
5'0" x 8'0" +84 -84
5'4" x 8'0" +78 -78
6'0",,8'0" +70.70
DrawlD2 H
99-08
99-08
99-08
99-08
99-08
Description
Double
Double
Double
Double
Double
GLAZED
Door Size Pressures
4'0" x 8'0" +99 -99
4'8" x 8'0" +89 -89
5'0" x 8'0" +84 -84
5'4" x 8'0" +78 -78
6'0" x S'O" + 70 .70
Drawinl!: #
99-06
99-06
99-06
99-06
99-06
Configuration: XX
Certif}lng Florida EogIneer
IDd License Number
Barry Portnoy
P. E, No. 1625.t._
Barry Portnoy
~No. 16258
Ba.'TY Portnoy
P. E. Nu" 16258 t
aa,,)' Portnoy
P. E. No. 16258
a~~, (tv
Test
ASTM E-330-90
AAMA 1302.5
ASTM E283.91
ASTM E331-96
TESTS
De,~rhltloD
Unifurm Static
Air Pressure
Forced Entry
Test Loe.doll
National Certified T~ling Lab
Orlando. Florida
National Certified Testing Lab
Orlando, Florida
National Certified Testtng Lab
Orlando. Florida
National ~lied Testing Lab
Qrlando Florida
Test Date
04/01!l998
Test RepOrt 1*
210-2024-
10.11.12
210-2024-
to.l Ll2
210-2024-
10,11.12
210-2024-
iO,l1.12
04/0111998
Air [nfiltration
0410li\ 998
Water
Penetration
04/01il998
Product AcceptanceILabel No: D8D[-228
Certlfylog florida Engineer
Ind LlteD5e I>!llmber
Barry Portnoy
P. E. No. 16258
Barry Portnoy
P, E. No, 162Sg
Barry Portnoy
P. E. No. 16258
gan)' Portnoy A
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October 11, 2004
PLASTIPRO DOOR
DETAILS
.D
13Ull.DJ~G CODE COMPU,\>.'\CE OFF lCE (13CCO)
f'ROOtiCr CONTROL 1)1\'ISlO,'1
MIAMI-DADE COtJNIY,. FLORlDA
MBTRO~,DADE FLAGLER~UW~G
140 WESr rLAGLER STREET, SUIrE 1603
MIAMI, FLORlO.lU3nO-1563
(30$) 375-2901 FAX (305) 375-2908
.. NOTICE OF AC~EgJ~1~~~J,~Q~L,..,..""..,__..,w,,,.__~_
Certa..i:l1'fe~d Corporation
14{lO t'nion Mt'Cting Road
l3Iu:~ BeU, 1),\ 19tU
SCOPE:
This NOA is being iss'lled under the applicable rules and regulatl<.lns geveming the use of construotion materials.
The documeclltation submitted has bt.'en revie\ved by ~nami.Dade County Product Control Di'vision and ac<::epted
by the Board ofRu1es and Appeals (BORA) to be used in Miami Dade County and oth~r $l'eas \vhere allowed by
the Atlth<)rity Having Jmisdict10n (All)).
Uris NOA shall not be validaftCf the expiration date stated below. The Miami-Pade County Product Control
Division (Tn Miarrri Dade County) and/(Jr the AHJ (in areas other than Mi~n1i Dade County) reserve tIle right
to lu~xc this produ.ct or mat~rial tested ftlt quality aSsUnu.lce purp",-'Ses. If iliis prWl.lqt or material fails to
perfOUi,l in tJ1C accepted maimer, the manufacturer ,vill incur Ole expense of such testing and the AUJ l'lla.y
immediately revoke., modify, ot suspend tbe use of such product or mattr:ial within their juriooiction. BORA
reserves the right to reV\.'}Ke this acct.Ttance, if it is determined by Mlami.Dade CNmfy Product C()ntrol
Di'<1s10n tlt.,>t this product or material faiJs to meet the requirements of the applicable b'llilding code.
This product is approved as <!escribed herein, and has been <!esigned to comply "ilh the Hig.h Velocity Hurricane
Zono of the Florida Building: Code.
DESCRIPllO~: I"al1dmark 30 (al1d~AR) (and 'Vtdl..~Track QU), Landmark.ro (and.i\R) (and WideTnH:k
QB) and Landmark 50 (and-.\R) (and Wi.Mfrack QB}
LAllJ{LlNG~ Each unit shall bear a pcnmmeut label with the D1?Jlufacturer's name or logo, city, state and
follo\...ing statemtcnt: "Mianu-Dade County Product ContJ.'ol Approved", unless otherwise neted :herein.
RENE,"VAL of this NOA &ual1 be considered after a rcn~wal appli(\,tion has been filed and there has been no
chang? in the applicable building code negatively affecting the Ferformanc~ Qfthis product
'fERUINATlON offuis XOA w111 Occur atkr the expiration date or if there has been a revision or change in the
materials, use, and/or m.anufacture of t..~e product or process.. ~1isuse of thiS NOA as ancnd,w,ement of any
product, for sales, advertising Qr any other P\U1)\)SCS shall aut,)maticaUy temllnate this .MOA; Failure to comply
wi1.l) any ~tion of this NOA shall be cause for tenninatlon and renw"m ofNOA.
ADVERIlSE.-'l.E~T: The NOA number preeeded by the words ~nami.Dade Cotmty, Florida, and ful1Qwed by
the e.xpiration date may be displayed in adn::rtlsing literature. If any portion of the NOA is displayed, then it shalt
be done in its entirety.
INSPECTION: i\. copy of this entire NOA shall be provided h'} the llser by the manufacturer or its distributors
ami shall be available for inspection at the job site at the request ofthe Buitding Official..
111is NOA consists of pages I through 4,
The sabmittt'd dOCtlmentati6n was reviewed by Frnnk Zuloaga, RRC
NOA, N(},: 02,1219.03
EipinH1Qll Da.te: 01/28/07
ApprQ\'al Date; 03!Z1/03
P:f~e 1 of 4
6. },A13EUNG
6.1 Shingles shall be labeled wit,~ the Miami-Dade LogQ or the \yon.E."1g "Mia!!;i-Dade County
Product Control Approved".
7. IlmLDl~G PER.'\11T REQUIRE..MEN'TS
7.1 App!ic<.ltion for building ~nnit sban be aceompanied by copks of tile followmg:
7.1.1 This Notice of Acceptance.
7.1.2 Any other document:s required by tbe Bni1df.ng Official Or tbe applicable code in
ordcrto pro}lerly evaluate the il1..<rtallation of this system,
DETAIL A
Rake
Edge ,,,:,~,,~~~1
CERTAINTEED LANDMARK 30,40,50
A!t dlmenslO!1$ shown are in lnwes
55/8j
-..""."..,..,"".. 16 1/4 ..",,"-""''''''''''"t
. I
-66l81
--1
!-55/8'4
_ flr-"
, ''''~I Starter
Full
Sriingle ! _ _ _
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Eave&
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l.'\OA N(}.: t}2-1219.03
Expiration Date: 01.128101
ApprGnl Date~ 0311.7/03
Pagl< 3 of 4
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Sub-Category;
Rooitng
07310 i\$phalt Shingles
~tat~t!~
Dc'~Jnw.
Dunensim\aJ
\\'000
1. SCOPE
This revises CerfainTeed Landmark 30 and AR (antI WideTrack QB), CttiainTced I.audmaJ'k 40
and AR (and WideTrack QB), CertainT((d Landmark 50 and AR (and WideTl'ack QB) Shingles
as m.anufadur~d by CcrtainTeed Corporation desuibcd in Section 2 Oft\11$ NotiCt~ of Acceptance.
.2. PRODUCT })ESCRIPUON
Pn>duc! pimt'usiol1s
Product Description
Tes!
Spcdfkatlons
PA 110 A heavy weight, 2471b/sq, dimensional
asphalt s!-.ingle.
PA 110 A heavy weight, 2641b!sq, dimensional
asphalt shingle.
PA 110 A heavy weight, 2961b/sq, dimt'11SionaJ
asphalt shingle.
pwprietary Accessory shingles f~)r hip, ridge and
stark'" strip applications..
Certainteed Lau&nark }O :md 13h" x 38 %"
AR (and WidcTrack QB)
Ccrtainteed Landmark 40 and 13~"." x 38 W'
AR (and WideTrack QB)
Certai.nte~:xi Landmark 50 and 13 ~~" x 38 :1';'"
,\,R (Md WideTrack QIl)
Accessory Shing1e$ \';;.rious
3. eVlDEi~CE SVHMfrTED:
'r~\t .,\~el!fX
Tes~ ,Identilier
Iht Name!Rfpor!
Date
04/0 2,'0 1
01/12/01
lli12/02
t'nde"vriters Laboratories, Inc.
R684
peTe -01-02-01
CTC.006.0 2 -0 1
94KK9632
02NK42448
UL 790
P A 100
PRl Asphalt Technologies, Inc,
CC1der\Yl1tt'TS Labon1toncs, Inc..
Wind upliftresist;ml~ePA 107
11/30/00
11/08/02
4. lJl\lITA'l'IONS
4.1 Fire c!iw;ific.,tion is not part of this acceptance; refer tt) a current Appnwed Roofing
Materh1ls Dir~ctory for flre ratings of this product
4..2 8b.111 not be installed on t'ooftne.an heights in excess of 33 ft.
5. INSTALLATION
5.1 Shingles shaH be installed in wlnpliance \\jt11 Roofing Application Standard RAS 11$,
5.2F1ashing "hall be in accordance w1tb Roofing Aprlication Standard RAS 115
5.3 The m,.\liUf2cturer shall pHwide clearly wdtto:n applkation instructions.
5.4 Exp<;>sure ;"lKl C(IUfSe layout shall be m compli,mc.e \'lith Detail 'A', attached,
S.s Nailing "h~lll be in compliance \vith Detml 'B', athlched,
FIGU.~.~"l: FLA6~1~~,~,~~T ~~,~~!,!~,~"
KOA ~o..: 02-1219.03
l':'pfnHhm Date: 01.128i07
Approval Date: 03127'03
J'age Z of 4
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FIGURE 2: WALL FINI844
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101
102
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9/27/1999 I ADO 'CBPC' TO TITLE BLOCK
12/0'/1999 I CORRECTED 3RACKET ATTACH'<IE~T TO CNE 80LT A~D
1/2000 ,JAMB ATTACH'<IENT iNFO; 50 KSI STRUTS, +25/-32 PSF
rlORZONTAl TRACK SUPPORT BY II
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"EST LOADS. +37.5 P.S.F &: -48.D Ps.>.
PREPARATiON OF ~AMBS BY OWERS.
NO~E 2' THE DESIGN OF THE SUPPDRTj,~G STR\JCTURAL ELEME~TS
SHAll 8E THE RESPO'<SIBIl'T1' OF THE ?ROFESSIOt'olAl OF
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HS DRAW'~G
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1W,.>"jUfAC:-LREO i' \ i '0'979 ~,-J i
DEt. B'!' iCHEO<'l:lI 9YI' DESCRIPTION I
WNW i ~'IIW Si'lGLE CAR MODEL 110RW4 & 120"W4 I
"T' .1 >CAct I +25.0/-320 ?SF DESiG'< LOAD '
B/26/99 I NCTED
VER,'CAl JAM3 ATTACHMENT ('//000 FRAME 3UlLOI~GS)'
1/2',3" LAG SCREWS ON 24" DENTERS. I 1/4" 0,0, '<IIN,
MSHER REOUI RED. LAC SCRE'IIS MAY 8E COUNTERSUNK
(BUT ~OT REQUIRED) -0 PROVIDE A FLUSH MOUNTING
S:.JRFACE, H~R:ZONTAL JAM8S DO NOT TRAI-<SFER leAD.
!.lAX, )OOR S'ZE 9'0"/1 X 8'0"~
CBP(C
(51.3) J8\-4800
J! 2 WALNUT SrR[n6 SUIT[ ! 600 I'
CINCiNNA n. OH 452 2
Di,"Ifo1l oi ~!otX1YMdJ"d P~lJ<;1t
I
Ck>9oyOfui~l'f<;duc',.e.....I>O"'l'~~lJo'l_.........:l.
Ee~rs~~~~d~~~~~~l=. ~~.
3" TALL U-8',R
20 GA. GAlV. STEEc
50 KSI MI~.
1....-1 3' r-
'-7/8' ~
T
I'"
=1
"ESCRIP;;CN
r:A~E
MODfCL: 110R WS (25 GA. STEFL SKIN)
MODEL. 120R vV5 (24 GA. STEEL SKIN) r OPTIONAL DSB GLASS OR
I 1/8" ACRYLIC L -ES AVAlLA8LE
(SEE SECT'O~ a - s)
(I) 'lTERM6iDIATE STILE ~O GA. MI~ E~D STI.L.ES ATlACHED TO DOOR -I i- 2' TH'CK
ATTACi-<EO w/ TOG-L-lOC (TOP &: BOT).f SKiN N-~ PATENTED TOG-L-LOC sYO~[.'J ~
AND URETHANE AOHESYE (ALONG CENTER) . ~ A -OP 30TTOM &: CE~~E,),
r 25 GA. MI~ S,EEL
r SK,~ CCATED WITH G-40 ,,~. '
f illl# III1111 # ~ i 1 ~'I\ GALVA.~IZI~G. BAKED-ON ?R MER. II-
,1111 "IIIIIIL" ," ' " II Al:'g/c~~E~piL~E60TL;(~~~~. I
~I' SinES OF STEEL S,'N I ---- . 6 GA. G/oLV STEEL Toe I
~ , CJ ~~c~~e~~~ED~/~J)
"ct) I. ~~I I1I1 II! !II. -~ "4.~/B. SHEET ~mL ~
II ! ~ ~ll i IlllbdJ 1 I SCRtN<;. G
~ I cr,' RJ. '~llr' \~;~7~1;i~<:" ~ r{S~IP::D~":V~~~EL ;
cr i "' HLUI:I 111 j rAS'ENE.D TO ENO. '"
8 ~ Ol-<E 3" TALL' 20 GA. ~~m ~b(:2 d~~~~8' "
'J-BAR (MiN Y:ELD: 50 "<5!) & (4) '/4,"x)/4,- SELF :r:
X ,~ER DOOR SECTION. EXCEPT _ TAPPING SCREWS ()
~ III III I , I I' li1o..'lI!1 ..1 30TTOM SECTiON WHICH , = 'i!
I III III i I Ii 'il'l-l.l "Il R~Q'JIRES TWO U-BARS.:u "-
I c ~l"O 2-'/2"x'2 GI>.. CALVo ST~EL "lACK 3RAC";ET,
L- ~ _E3E3 , END ~SUDE 80LT I, f~~?~:~20pg srcT:ONS"1~cJT~o ~ I (4) TRACK BRACKGS ?E.R SlOE (FACTORY AEACHED).
lOCATION or --" I I~ ' S";"ILE .' ~ LOC~ ENG.AGES Jll rJ-6A,RS O~ aO"-:-OM SECTION EACH U-BAR C5 II
QP-flONAl VENTS !,.,o.._.....- A I INTO VERTICAL ~ATTp~gNHGEOSCWR1~'S''N2C"R'/sr..'Lx~/L'O'CAs~LO~' 5 I
OPTlO'<AL OUTSiDE KEYED LOCK ?OSITION I TRACK. ONE - P'I' - " - -- " " "I ij
MAX DOOR I.'LtTH 9'0' i 'LOCK ON , I
EAC~, SIDE I I ~
I DF 000 R I .L....-.L- """"""""'" """"
~'4X5/8" SHEET !.lETAl SCREWS -lo ,NSIDE SlIDf 30L~ ' 'F---.
OCK opno~ i I~)
~ Q~/ 1J GA. GA,.V. STEEl soncy BRACKti.
~~ ~_ ATIACHEO 'M"74 rHO ",4x5/8"
tiQlLJ.; S~EET METR SCREWS. LFRONT FRAME 'liITH UV
00 DOORS uP TO 7'-0" HIG" CONSIST OF (4) SECTiONS (SHOWN), COAT,~G 0'1 OUTSIDE SuRFACE
DOORS OVER 7'-0" HIGH CONSiST OF (5) SEC'IONS (NOT SHOWN), RUMINUM EXTRUSION
o '/4"'3/4" SELF & VINYl WEATHER>!",P, ~
'ADP,~G SCREWS SFc-'O~ A A 'SleE V"'W' .., S " I"r-
14 GA. END ~iNG>S IB GA. INTERMEDiATE HINGE I, ,I ,,\"
V''''" 'D" >>:''11 ",.." " , SS8 .CLASS OR -" . . GPTiONAl 10 SCREW
~ ~ VERI!CAL -JAMB ATTACHME~T fC-90 BLOCK OR / , /8" ACRYLIC i..ilE 'l-h'lJ.OOW ,'("7"[
200D PSI MN CONCRETE COLUM~ I MOWED ,NS'DE J
H8 x4 SLEEVE ANC"OR 30LTS ON 24' CE~C~RS liTE RGAINER
(C-90 BL~CK OR 2,DOO PSI ~IN. CONCRETE) OR
1/4',4' 'WCON SCREWS ON 24" CEN~ERS (2,000
PSI MIN. CDNCRE'E) WASHERSt'olCUOED WITY
SLEEVE ANCHORS, 1" 0.0. MI~, WASHE,RS REOc8ED
WITH TADCONS, ANCHORS MAY 8E COUNTERSUNK
(BUT ~OT REQUIRED) TO PROVIDE A FLUSH
MOU~TING SURFACE HOR ZON' ~L "Af.ABS DO NOT
TRAI-<SFER LOAD,
HORiZONTAl -RACK SUPPCRT BY I
OOO.R iNS-AlL<:R (TO SUI~) 1
II
fi#A //
'I r--' 3 ::;A. ::;AlV STEEL FCAG 8RACKET
. EAC~ FASTEI-<EJ TO '/iOOD cAM8 WITH
I" (3) 5/' 6",1 -5/8" NO'JD LA::; SCREWS.
i
I
I
TRACK CONF:GURATION
I ,,2' CAlV, STEEL TRACK,
/ Mi'J. TRACK ~h'CK~ESS: ,e60'
!DO.:;Jq I i
:~E'CHT ''L'' I
6 6 70
7' 0' 76'
7 6 82
18 C ,88 ,
STOP MOuLDI~G 91' )OOR INSTALLER ("70 SUIT)
2,6 YELLOW PINE ,A.f.A3 . ,.;.;.. ,'i;';',';'.'.','ii I r 20 GA. !.l','J, GAlV, STEEL E~D 5TIL<:
....' ;',' ...~~.:-; )~ / 20 GA. GALV, STEL .::-R SHE
12 GA. GALV, S,EEl TRACK / <.<.. g
BRACKETS FASTE,~ED TO WOOD JAMB J '(
WITH ONE 5/1 6"xl -5/8' cAG SCREW <\lEt I! . .
PER TRACK BRAC K ET,. -----..
------- ~ 8 GA. GALY S'7EEL CENTER HI'JGE
l #~~~/~l?, ~SE~TE~El%r'L~R~t)
2" GALV STEEL TRACK rASTENED TO 14 GA. GALV, STEEL ROLLER HiNGES
12 GA GALV. STEEL 'RACK 8RACKETS, FASTE~ED TO ENe STiLES EACH W/(4)
TRACK ATTACHED TO EACH BRACKET ~: 4x5/~" SHEET METAL SCREWS AN)
WITH ONE 1/4',5/B" BOLT &: NUT \ ',4) '!4"x3/4' SEL" TAPPING SCREWS PER END ~NGE.
OR TWO 1/4" DIA. RIY85,
SPCT'O'J 9-.6
#8x3/4" PAN "EAD SCREW
(10 SCREWS PER LITE)
'NTER')1J ~?r ~Y~E
S'ILE 'I),
;r' 'cOCK 8AR
~~ ENGAGES N
OL [SleE '. : I ~~K STD1
HANDLE I OF DOOR
,
~ S"lA? LATCH E"JGAG€S
jfONTO VER-'CAl TRACK
D~E SNAP LATCH ON
~TER STILE ik EACH SIDE OF DOOR
, II
DLJ'SIDE KEYED::1' I'
HANDLE END
STILE
!------.... I~SIJE HANDLE
~UTSiOE ~EYED LOCK
LDCK BAR LOCKING
PRE?AR.~TION OF JAM8S 81' OTHERS,
~ 2" D',A. S~ORT STEM, 10 8ALL S1EEL ROLLER,
.;A~8 CONFIGURATION
SECTIO~ C-C
DES'G~ LOADS: +30.0 P,S.F. &: -32,0 P.S,F.
'EST LOADS: +450 P,S.F &: -480 P.s.F,
OU~I~E 'EYED LOCK
SNAD LATCH LOCK OPTION
li.QlL..2.; THE DESIGN 0" THE SUP?ORT1NG STRUCTuRAL ELEMENTS
SHAll 8E THE RESPONSIBILITY OF THE PROFESSIONAL OF
RECORD FOR THE BUILDI~G CR STRUCTURE AND IN ACCORDANCE
WITH Ci;RREW 8UiLOiNG CODES FCR THE LOADS LISTED ON
THIS DRAWING,
I.wwrAC11.JlE:lI1 "1.l1i"01oIU:J I:iHctT I SHEtTS 1DRf.....J~ '-0
M.A.NUf,ACiURED , , , 02526
ocs. 3'1' l,c;..t:CKi:lll'l"f!DEsc><!PTroN
iIlWN lo1'^,W
S.NGLE CAR MOClEL Ii JRW5 & '20RW5
"" I SCAL' I +300/ -32,0 PSF ')ESIG'J LOAD
, /24/Q2 i N01ED i
MAX DOOR SiZE 9'0"W x 8'o"H
'tV I
00
i
(5U) J81-4.800 I
J 12 WALNI.lT STRCHl SUiTE 1500
CINCINNA TI, ,2~, ~7~,;;l.....,... p~,~, .
VERTICAL cAMB ATTACHME~T (WOOD FRAME BUILDINGS);
'/2"xJ" LAG SCREWS ON 24' CENTERS. I" 0.0. MI~,
WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) ~O PROVIDE A FLUSH MOUNTiNG
SURfACE HDRiZDNTAL JAM8S 00 NOT TRANSFER LDAD.
C1lJ'Olljl El.,j~ P~'.. CoInlWl' .., ~:. "..,.,..
':ill ~rrQl1Q~,tI dc~;.;llld ~c....il1 4,... 1:'. $Q!oiI i>nl;Jtrty
~ l;~I~~ ~~[':r7 (~~tM~n:1:'7r;J~ ;:~(~~.
CEPe
!
I
I
I ~ODEL: 110"'1'14 (25 GA. STEFL SKI\i)
! \/iODELI 120RW4 (24 GA. S, FEL sr<I\i1
I
~ I! 0
1 i I
I v
r'-'+/'i'
. , \
,
/1 I '
o 'IJ II ij 0
.-l.-l-.
n'111
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I
:/1- (5) iN,ERMW'ATE STILes FOR '6' WIDE JOCR,
I A':ACHD '11/ TOG-L-_OC (-OP &: 3Cn
. A~D URElHANE ADHESIVE (ALO'lG CEWER)
\
~._._._.__ A .\
1-- I
, -~, I ~I "
i'---+---------< I I i' ,. I I
I, ,! I II
I. 'I;:" 0 I. ~t ~-._.-~I~ i! I ~
I I ! i. I' 11
:d--.- I I
'~ v
I t-- ~,
L-.I 1\!8
r
O,::.-rC:\A.L ssa GLA,SS OR
. /8" ACRYLIC L:T:::S AVAIL...A3LE
(SEE SECT'ON 3-8)
I I I i'-----====:7i
'I. I II
:'i i I I 0 0 I
'I I I !,
-J' I ~ ~
. T/\1===J
7'
I:
I
i ~r---
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11 I
I: 'I
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--/1' I~i
.. , 1
I : I i
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v .
~
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U:'!! I!i
I.
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j'.J
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~I,[i-!
I I! I I i I
" ilL-.
I, I
: REV
101
102
,03
I
DA"':"(
DESCRLP"lDN
~o GA. M,~. E~J STUS AiAC~ED TO DOOR
SKIN W'-H PATE~TED TOC-L-LOC SYSTE~
('OP, BOTTOM &: CEN'ER)
I
~11~1i"
~~'~lli~
'.
~~ I
( ~~
( I
II- ~ --- .tU I i I
: I 'II II Ii r-------- V -t-
II\j
9/27/:999
'2/01/1999
1/2000
ADD 'CBPC' TO TTLE BLOCK
CORRECTED BRACKET ATiA01MENT TO ONE 80LT A~D NUT
I
I
I
~O~ ZO,",TAL TRACK SUPPORT 8Y I
DOOR iNSTALLER (TO SUIT) 'il I
I
I
A::JDED JA.\li3 AnAC.rl~E>H ,"<FQRMA'rION
V'EW "B"
i7,0
~
~
T-=I
I I ;
,
rK., 3 GA. GA_V S'EEL ,LAG BRACKET
EAC'-l rASTE'JE) -0 WOOD JAMB ';'11TH
(3) 5/' 6"xl -5/8" WOOD LAG SCREWS.
VIEW "C"
....
I
()
W
I
'"
o
o
o
"
....- 2' GALV S-EE~ TRAC~,
/ M" -RACK -H,CKNESS, ,060"
IDOOR
I HE'GHT "l"
6 -6 70
,7 0 76
7 6 82
8 -0 88
TRACK C:)NFIGL.,~ATION
I
"L"
I
I
....
I
()
~
I' ------- l"? 2-I/2'x' 2 GA. GALV. STEEL TRACK 9RACKET
I (4) TRACK 3RACKETS PER SIDE (FACTORY ATT~CHED).
Q:
'q;
(hin-
'1~li
: ~I i
"oJ
~I C:J I~
/] i r-
Ii: i
J L
~ i. LOC, ?OS"'ON
i; (SO,H SIDES)
Il ' ';,/10 PO,~T cOCK,NG
\! I i
1,\
()
Z
Z
~ i
'" I
L~
i \
1: ; :'
II II i
1 I I
'oj, I v
E='3~t==:l I I
~ LOCAT,ON OF
OPT'O~AL VEWS
/, I ''C:j
I 'I ~ I :.
!I'I!~!
/" I .
11111\
I i ill
D'DID
/3. x 2C GA. U-BARS
'J-BARS I:~ A 2-1-2-1
PATTERN (IE. TWO U-BARS
V ON. aOTTOM SEC.TIO.~,
ONE 'J-aARS ON NEX'
, SEc-'O~, ~C)
1.--1
:
L._._._.____ A
~ OPT'ONAL OUTSI)E ',EYED LOCK POSIT!O~
E='3E='3 '==='
MAX. eOOR W'DT~ ~ : 6' -0"
i~SII)r ~l rvATIO!\iS
~
ggg~~ 60EJO 7?~0.9..-<I~r~H cg~~'!~lfT a?f(SS4) s~gf2~iS(~,5~c~~~g~,~),
3" ~ALL J-BA,R
2C GA. GALV, STEEL
Mi~'. V't>L;) ST~E~GTH: S.Q KSI
-I 3' l-
i-' I
'-7/B" ~
-r
F,ONT FRA,'.IE WiTH U,V,
COA"NG O~ OUTSIDE SURFACE
& ~D~~CAp~t~'1~ ~~~~~tc6TU~~),81 OCK OR
3/8"x4" SLEEVE ANCHOR aOLTS ON 20" CEN1ERS (C-9C
BLOCK) OR 24" CE.'lTERS (2.000 PSI MIN, CO~CRE1'E) 0,
'/4"x4" TADCDN SCREWS ON '6-3/4' CENTERS (2,000
PSI M,N CONCRETE). WASHERS ,~ClUOED 'NT'"
SLEEVE A~C~ORS, 1- I /4" 0.0, MI.N. WASHERSREQUIRD
WITH TAPCONS "NCHORS MAY BE COU~TERSLI~K
(3JT ~OT R<:QV:RED) TO PROVIDE A FLUSH
MO~Nl'NG SURfACE. HOR1Z0~TAL JA,\48S )0 NOT
TRANSFER LOAD,
1- Z. ,h C,
--m \'?~
l,i:~!// ',\ \ ~~I~i
',:..cJJ' SSB GLASS OR':; ~ OPT'ONAL 2 0 SC~E'N
~ 1/8" ACRYLIC c:TE WINDOW LI,E
"OLDE~ ~SIOE.../ SEC'lO~ B 3
'-ICE RETA.NER 18x3/4" PAN HEAO SCREW J
(, 0 SCREWS PER U,E)
&
VER11CAL JAM3 A,",;ACH~ENT (WOOD FRAME 81.,,11 D(,~GS1'
1/2"d" ~G SCREWS ON I~' CENTeRS 1 1/4" 0.0 MI~
'NASHER REQ~iRED l..A,G SCREWS MA'l' BE COi,j"iT'ERS~NK
(BuT ~OT RE:lU'RED) T~ PRQVIDEA FLUSH ~DUmING
SJRFACE ..,ORIZO~~~L o/WBS ~O ~OT TRA~SFER LCAD
~'
END --..... SLIDE SOLT
STILE~' LOCK E~.. GAGES
, iNTO YERT'CAL
TRACK. O~E
, LOCK O~
, EACH S'OE
I! OF DOOR.
I
i>"JSID~ Su)E aOl T
'OCK ~P"ON
~10DEL:
MODEL:
,:OR W5 (25 GA. STFEL S-<\i)
120R NS (24 GA. STFTL SK\i)
,
25 ::>A M,N STEEL ~ I
51< I>.J COATED N~':"1 ::;-<1.0 ~ ~ j I
GALVA~ Z,NG, i3A~EC-ON PR ME~ 1..1
AND A BME)-ON ?OLYES'ER I,
rop COAT PPL F~ '0 90"c
S DES OC S'EE_ SK ~ I ^ i -- '2 GA. ::>AU STEE:L TO~
RO,LER 3'1.'C,E". EAC..,
8RACKE' A~ACcEJ 1v/(4)
,:v^y- ii' 4x5/8' S"EET METAL
SHI? LA? JD'~TS I SCR<:'liS
\~ IV I '4 GA CA"Y S-EE~
( ENO .... \lC:: :AC>-<
'{ e""ASTENED "'0 t:\)
~. ".''''. S.'.LES .\/(4) 1I'4X5/8."
U \, ShEET MeAL SCRDVS
'. ...'-.i &: (4-) ~/4."x3/4" S~I.-~
7A::'D,'iG SC~'E'NS
"I. ~}" -A__ x 2JGA. GALV, S-EE_ J-3A.R5
I'\; A 2-' -2-' PATIERN (:.E. :WO U-BA.;:S
_ )N aOT-O" SEC"C~ ONE ~-BAR C~ ~€X-
11"[ s::~- O~ ::-C; tACH v-3AR A,TIAC..,ECJ
~j ~:== ~;R~ Sl4E"C6~~' ~<:~LF 'A?P NG SCqEIIS
SFC~ON A-A rS.DE Y:Fwi ~ ~
I ~ '0 ::;A GA.V S"E" aOTTCM 3RACKET
," . ATTAC,..,EC 11-'" ,2; H' 4x5/~' S-EU ME"A. SCREWS
~ "_'0" ~vM EX-R oS'O,
&I Y',\Y'_ N::'4-cER$'qo.
~j'..
~il' 0
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!-':r;~.
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~ ~!:::==:If:::::=.=:j
~
11
II
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lS'<AP LATCH ENGAGES
.. . ONTO VERTICAL TRACK
, O~E S~AP '..ATCH ON
,NTER. STILE 12 EACH SlOE OF DOOR,
,
OUTS,OE <EYED, I
"'ANDLE .' E~)
SilLE
:1. ."", '^""
OJ~SI[). KEYED LOCK
SNAP LA-CH LOCK OPTION
''''')fJ $ '::, -
oo;;:C~~.' I' .. ffi€~:~Dt
HANDLE ~ OF DOOR,
OUTSOE KEYFD LOCI>(
LOCK BAR LOCKING
~; 114x5/8" SHEET METAL
000
o : f;;~6\c~W~.
~ END Hi~G(S
~
~"" )
I B ::;A. I~TERMEOv\TE HINGE
~
STOP MOULD,~G 81' DOOR i~STAlLER (TO SUIT)
"', :':W~:',:::!~ l111(20 ::. G:N'G::Vs~:::L~,~,':~ '
3R~CKETS FASTE~ED '0 WOOD JAM3./ !., 'I
/lTH ONE 5/'6"x1-5/8' cAG SCREW~~~ . ,
PER TRACK BRACKEl -, .............
7/16- I D ROo~D PUSH~\.JT -------- 18 GA. GAlV. STEEL CEWER H,NGE
FASTE~E~ (O~E PER ROLLER) FASTENED TO INTER. STIlES W/(4)
#'4x5/8" SHEET METAL SCREWS
2" GALV. S'EEL TRACK FASTENED TO -14 GA GAlV. S1EEL ROLLER H,~GES
'2 GA. GALV STEEL TRACK BRACKE~S FASTENED TO END STILES EACH W/(4)
TRAC~ AT"ACHED TO EAC'" BRACKET #'4.5/8" SHEET \:!ETAl SCRE'/IS AND
/II-~ ONE 1/4'x5/8' 90LT '" NuT (4) I!4"x3/4' SELF 'AP? ~G SCREWS P(R END H,NGE
& OR TWO 1 /4" ~IA. R!VETS, \
PREPARATION OF JAM8S 8Y OTHERS. \.. 2" DA. ShORT STEM, 10 BALL STEEL ROeLER.
JAMB CONFIGURATION
SECTION C-c
~ THE DESIGN OF THE SLJP?ORTI~G STRUCTURAL ELEME"'TS
SHALL BE ,HE RESPONS'9ILi'TY OF THE PROFESSIONAL '~F
RECORD FOR -HE 8UILDI~G OR STRUCTURE AND i~ ACCORDANCE
W"H CURRENT 3U'LDING CODES FOR C~E LOADS USTED ON
1MlS DRAWiNG.
DESGN LOADS: +24.0 PSF & -24.5 PSF
TEST LOADS: +36.0 PSF & -37.0 PSF
MAX. )OOR SiZE: lS'O"W X 8'0.,
~AN\"Ir.4C T l.'RE D I P\,;RC"ASr.n ' SI-ltt i
MA."iU~ACTL;REL) I 1
: S~EnS I DRAlllNG NO.
I l019BO
REV.
0.3
DES. B'I' I CHECKED BY
MWW M WW
DA T( .1 SCAL~
8/26/991 ~OTED
DES::;,'<]PTI<JN
DOUBLE CA~ MODEL 110RW4 & 120RW4
-'-24/-245 PSF DESIG\i LOAD
CEPC
(513) 381 -4800
312 WALNUT STRE:H.... SUITE: 1600
CINCiNNA TI, OH 452v2
Dlvi$fOfl 11( C!VPQf 8tJ{ld;rg Pr'X/l.Octs
I. CIl:po;r 8...:;13;"',; o'od"c\s =OlJ'~"Y "l1 ~'..h~ ~e~or'Y~d"
I f",e or'c~QefT'",Qf\t:s: cep1cted ~,Q~eln ere It-a !c,e plQp.er'.y
i b~ ~'~~~d~~% T.~!;~l (~;~dl>;\~Q~r7Fsor:.;rit~~~ ~~~;'~~~'"
:/1 (5) IN-ERMED,ATE STILES FOR ',6' WIDE DOOR,
ATTACHED W/ TOG-L-LOC ('OP " 30T)
A,~D UREThANE ADHESVE (ALONG CEi~-tR)
,.-'-.-__IID_ A :
I
l OOT'G~AL SS8 G..ASS OR
(~f~ ~~~~,~'~ 3~E~: Av'AIL.A3lE
,----
110
, II
0:1
1"
"
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1/ 1'1 I . Ii /!
i I I I I
,., I , i 1
o III !rf~-'-'-~ 1111 ~
8 I
i I
!i 0
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:
L._._._,___ ~
REV! DATE
01 9/27/1999
02 112/01/1999
D3 2/2000
DE SC~IPT [01-<
~20 CA. MI~. END STILES ATTACHED TO DOOR
S"~ WI1'H PATE~TE) TOG-L-LOC SY5TE.M
(TOP. 30TTO\:! &: CE,N-ER)"
I ADD 'CBPC' '0 T,TLE BLOCK
! CORREC7ED BRAC,ET ATTAC~MENT TO O'JE
ADOED JAM3 A'TAC~MEI-<T "'FO~.MATIO~
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H~RIZO~1AL TRACK SUPPORT BY .1
DOOR ,NSTAlLER (TO SUIT) \l
I
VIEW "B"
K'3 GA. GAL';! STEEL FLAG BRACKET
EACH FAS-E'JED TO WOOD JAM8 WITH
(3) 5/16'" 1 -5/8" WOOO LAG SCREWS.
TRACK Cc;~~GURATION
DOOR
H Ele HT
6'-6"
7 -0
7 6
8 -D
Y' I
70" I
76"1
82 I
88' I
V'E'/I "C"
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I
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/ !.l,S -RACK TYICK~ESS: ,,060"
f\
....
I
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W
~ I ,'----- :Y? 2-1/2"x'2 GA. GALV. STEEL TAACK BRACKET,
~ I ~ "1 ~, _"0' em ",'- ,,~W" m~c'"'
~=/'7.Wfl;=
I [ [I
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" (30-:-1-: SIDES~
I. Two POINT ~OC~I~G
~IDI'
U II
D
"AX, JOOR W!DTH ~ '5'-~"
INSiDE ELEYAT:ONS
\. OPTIONAL OU"7S'~E KEYED LOCK ?OSITIO~
~
DOORS v? TO 7'-0" HiGH CO~S'ST OF (4) SECTIO~S (SHCII~)
~OORS ~VE,~ 7' -0" "'GH C~~SIST OF (5) SECTlO'<S (NOT S~6N'i)
& '"RT!GAl vA,'<I3 A':ACh~>NT 'WOO~ FRAME 3:.JP DINGS1
"/2'x3. ~G SCREWS 0'< ! 5" CENTERS. ,.. 0.0, MIN.
'/lASHER REOC;:,^ED ~G SCREIIS M,Av 9E COUNTERSJNK
':3...:: ~.DT REQulq[O) TO ;J:~OV\OE A i="L.JSH MOUNT',NG
s..;Rr,ACE .....CR:ZON-"-AL ",A,l,,1SS )0 ~IOT ~RA~SF[R LeAD
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UTE RETA:NER
'- 2" T'-IICK
~
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S',~ COA,[J WiTH G-40 MIN, f I
GALVANiZING, BAKED-ON PRMER, I' I --.',
A~) A 8AKE)-0~ POLYESTER I
TOP COAT A??UED TO 38TH \
SIDES OF STEEL SKIN, I I -- '2"CA . CAcV S'EEL -O?
ROLeER 3'(ACKE', EACH
, 8RACKS' Ar-.<\CcED '11/(.)
-TV' # 14,5/8" SHEET ~E' A'_
Sr-<',? LAP JO,'HS. II SC~Ei/,...S.
OPTO,Ac : -9/' 6" POUS'ERE~E
FOAM ,~S''JlKIO~ WITh cA....,'<ATED
K~An PAPER BACKER
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'-7/3" P
T
~:':I
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CCMiNG O~ OucSiOE SJRFACE
ssa G~SS OR"; ~Yi:':- OPTIONAL 10 SCREW
I/S' ACRYliC WE WIN~OW LITE
SECTIO~ a-3
#8d/4" PAN HEA:J SCREW
(I D SCREWS ?ER liTE)
~.. SN.'AP LATCH E~GAGES
DNTO VERTICAl TRACK
I CNE SNAP LATCH ON
':ACH SI)E OF DOOR.
,,-::,< ~T'LE: :1.
I
OUTSleE KEYED ""'. < i
"A.~DlE. E~'J
ST'_E
iNSIDE HA.~DLE
\ .~v' . 4 CA. GALV. S-EEc
E~J ~"N::;::_ EACH
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n ~ J" ~A,--_ x 28 GA. CALVo
i: STE::~ u - 3A~ TWO :J - BAAS
= - PE~ S[CTO~. [ACrl U-3A~ A~A(>-"E:J
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OUTSI OF KEYED LOCI>(
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ENO-!J rSUDE aOLT
STILE '/ LOCK ENGAGES
rr"~TO. VERTI~AL
TRACK. ONe
LOCK ON
EACH S'OE
, OF )OCR.
iNSiDE SLIDE 30LT
LOCK OPTION
~)
'rif'l~ '3 GA. G.<\L'i, S-EE'_ 30""'0<'\ 9'<ACKET.
v~ - ATTA::;HED 'Ii.> (2) 1'4x5/B" SH::'ET !.lETAL
~ AL~~ll'JJM t:XTR,-,S'JN
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SECT!C":\ A-A (SII)E y"::N)
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r S"U
,NTER -J~
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HANDLE I
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ENGAGES ,~
TAACK ON
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'OCK BAR LOCKING
SCREWS,
t:!QIL2.; ,HE OES'G~ OF THE SUPPOR,ING STRJCTL!AAL ELEMEN,S
SkALl BE THE RESPONSiBiliTY OF THE PRO"ESSIOt'olAL OF
RECORD FOR THE 3UILDING OR STRUCTURE A.~D IN ACCORDA~CE
WITH CURRENT 8UILDI~G COOES FOR THE LeADS LISTED ON
TH:S ORAWI'iG
I
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~~Ct~?:c7:;;;~e~Icf;~r;~;~d~:t:ico~e o~~tI Q~~~o :~~~~r
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CBPC
/T"II,) 3" TALL X
2D GA. J-BARS
?ER DOOR SECTION
/
~I 4.5/B" SHEET METAl
000
1 /4"'3/4" SELF
'A?PiNG SCREWS
14 GA. EN) H:~GES
~
SCREWS)
0'
o
J
.~ VERTICAl JAMB ATTACHMENT (C-90aLOCK OR
~ 1000 ?51 MIN CO~CRFTF COLUMN)
3/8"'4" SlEM A~CHOR BOLTS 0'"' 17" CENTERS (C-90
BLOCK) OR 22' CENTERS (2.000 PSI MI~. CONCRETE) OR
1 (4",4" TWCON SCREWS ON 14" CENTERS (2,000
PSI M,~. CONCRE"E). W~SHERS NCLJDEO WI""
SLEEVE ANCHORS, 1" O,D. M:~. WASHERS REQ'I'IRED
'liITH TADCO~S, ANCHORS MAY BE COUNTEHSUNK
'BUT NOT REQUIRED) TO PROVIDE A FLUSH
~OU~T'.NG SURfACE HORIZD~,AL JAMBS DO NOT
-RA,~SFER LOAD.
I 8 GA. ,NTERMEDiATE HINGE
~
STOP !.lO\JLD'NG 3Y DOOR INSTAL'cER (TO SUi1)
2x6 YELLO'W PINE JAMB .., :';:<<;;;;;;;';;;;';;;;;;:- I r 20 GA. MN, GALV, STEEL END S'ILE
. "..... {::;:Z..I ,,~~, ;mc .~.TER S~
BRACKETS'1A~~E~~~LVTOS~~~OT~~~/ ~ '>
/11TH ONE 5/' 6"xl -5/8" LAG SCREW f
PER 'RA~K 3RACKET.
~" 7/'6" 10 RD' '" P"S~HN.' --.:...
- " .. 'u"o 0 ,0' ------- : 8 GA. GALV, STEEL CE~TER HINCE
FAS ,ENER (ONE ?ER ROLLER). FASTENED TO IN'ER, STILES W/(4)
HI4x5/8" SHEET M~AL SCREWS.
2" GAlV STEEL TRACK "AS~E~EO TO
, 2 CA, GAlV. STEEL T~ACK BRACKETS.
TRACK ATTACHED ,0 EACH 8RACKET
W'TH ONE' /4",5/8" 80LT & NvT
OR TWO 1/4' DIA. RiVETS.
l.. 14 ::;A. GAlV, STEEL ROLLER H,~GES
FASTENED 10 EN) STILES EACH '11/:4)
# 14.5/8' S~EET METAL SCREWS AND
(A) '!4"xJ/4" SELF TAPP;~G SCREWS ?ER END HINGE,
&
P~F:?ARAT'O~ OF JAM3S BY OTHERS
2" D:A. SHORT STEM, 1 C 3ALl STEEL ROLLER.
JAMB CONFIGURAl'Qlj
SECTION C-C
V<AX, DOOR SIZE: 16'Q"W X 8'Q"H
DESIGN LOADS,
TEST i_GADS:
+30.0 PSF & -30.0 PSF.
+45.0 PSF & -45.0 PSF.
DES. BI(
MWW
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! MANUFACTURE) ~
C"EeKED BY DESCRIPTIO\!
V'N'II
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.312 WALNUT STRE:E:~ SUITE: 1600 I
CiNCINNA TI, OH 452u2
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REV.
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DATE
DOUBLE CAR ~/10DEL 110RW5 & 120R\V5
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S/26/99
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PRODUCT APPROVAL SPECIFICATION SHEET
Simpson & USP Cross Over Chart with Florida
Product Approval Numbers
As required by Florida Statute 553842 and Florida Administrative Code 9B-72, please provide the Information and approval numbers on the
building components listed below if they wI!1 be utilized on the construction project for which you are applying for a building permit. We
recommend you contact your local product suppiier should you not know the product approval number for any of the applicable listed products
I
USP Product Florida Product
Approval
Number Number
MP34 FL570
PAU44 FL569
RS300 FL822
RT16 FL565
RT7 FL565
LFTA6 FL820
HHCP2 FL817
UPHD8 FL817
HTA16 FL821
HTA20 FL821
THDH210-2 FL821
HTW16 FL820
HTW20 FL820
HTT16 FL821
HTT22 FL821
HUS26 FL818
HUS28 FL818
H U S41 0 FL821
HUS412 FL821
THO FL815
THF FL815
LUGT2 FL568
LSSH31 FL816
LSTA12 FL816
LSTA18 FL816
LSTA30 FL816
LSTA36 FL816
LTW12 FL820
LTW16 FL820
L TW18 FL820
LTW20 FL820
L TS19 FL822
LTS20B FL822
JUS26 FL821
J U S414 F L821
NFM35X1178U FL578
HTA24-18 FL859
KST248 FL822
KST260 FL822
MTW12 FL820
MTW16 FL820
MTW18 FL820
MTW20 FL820
MTW30 FL820
MTS27B FL822
TA51 FL816
Florida Product
Simpson Product
N b Approval
um er
Number
Product Description
Category/Subcategory
1. EXTERIOR DOORS
A SWINGING
Manufacturer Product Description
Approval Number(s)
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
HDlTenslon Tie
Heavy Joist Hanger
Heavy Joist Hanger
Joist Hanger
JOist Hanger
Joist Hanger
Joist Hanger
TF I-Joist Hanger
I-Joist Hanger
Light Girder Tiedown
Slopable/Skewable 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 Tledown
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
A34
ABU44
CS22
H3
H10
H25
H6
HCP2
HDQ8-SDS3
HETA16
HETA20
HGUS210-2
HHETA40
HSUR/L410
HTS16
HTS20
HTT16
HTT22
HUS26
HUS28
HUS410
HUS412
HUSC410
HUSC412
ITT
IUT
LGT2
LSSU210-2
LSSU28
LST A 12
LSTA18
LSTA30
LSTA36
LTS12
LTS16
L TS 18
LTS20
LTT19
LTT20B
LUS26
LUS414
MBHA3.56/11.88
MET A22
MGT
MST48
MST60
~J1STAM36
MTS12
MTS16
MTS18
MTS20
MTS30
MTT28B
PA51
SDS 1/4x2 1/2
SDS 1/4x4 1/2
SDS 1/4x6
SP1
SP2
SP4
U24
SetPac10
HD Tlten
FL474
FL474
FL1901
FL474
FL474
FL474
FL474
FL474
FL474
FL1901
FL 1901
FL474
FL 1901
FL503
FL538
FL538
FL503
FL503
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL1423
FL474
FL474
FL1901
FL1901
FL1901
FL1901
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL538
F1901
FL1423
FL1901
FL1901
FL1901
FL474
FL474
FL474
FL474
FL474
FL503
FL474
FL1463
FL 1463
FL1463
FL474
FL474
FL474
FL1218
FL402.3
FL23042
Plastpro Ine! Nanya Plas!les Distintion Fibreglass Entry Doors
Jeid-Wen Exterior Doors
FL1321
FL498. 539
B SLIDING
Kinco
BetterBllt (MI Home Prod)
Fla. Extruders (Milestone)
General Aluminum
Mk 2J3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP
420, 470/452, 470HP/452HP
Series 500/1000/2000
420/430/440
FL126
FL561
FL45
FL264
C SECTIONAL
Clopay Building Products
Residential WindCode Doors
FL542
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2. WINDOWS
A SINGLE HUNG
Klnco
BetterBllt
Fia. Extruders
Mk 40/50, Mk 40/50 HP
165, 165/3000,740/3740, 3240/4250HP
Series 1000/1500/2000
FL123
FL663
FL42
.
General Aluminum
1100/1140/1440/1450/1540/1550/1570/1900/
1940/1970
FL254,1698
B. HORIZONTAL SLIDER
Klnco
BetterBllt
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
FL256 1700
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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 00TDLJ11 001450TDU1450/1550/1570/1900/ FL255, 263 1697
1970/5000/5300/5350
Klnco M03-04A, M02-03A, M96-08C FL957
BetterBilt
Fla. Extruders (Milestone) FE5709/571 0/5711 /5712/5713/5714/5718 FL974
FE5700/5701/5702/5703/5704/5705/5717
General Aluminum 1100/1900/1970 FL1252
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D MULLION
.
3. PANEL WALL
A SIDING
B. SOFFITS
Kayean Ltd.
Cameron Ashley Building
0605/0606/9500/9510 Aluminum Soffit
41550/45102/45102N A!uminum Soffit
FL1965
FL406
C. WALL LOUVER
D GLASS BLOCK
Pittsburgh Corning Corp.
Glass Unit Masonry installed w/Mortar
FL1363
E OTHER
4. ROOFING PRODUCTS
A ASPHALT SHINGLES Certain Teed Corpora'ion
CT20 (and AR), Landmark 30/40 (and AR)
XT25 (and AR), XT30 (and AR)
FL250
B. UNDERLAYMENTS
C ROOFING FASTENERS
D. ROOF VENTILATORS Air-Vent Inc.
E. ROOFING TILES
F. MODIFIED BITUMEN Certain Teed Corp.-Roofing
G SINGLE PLY ROOF
SYSTEMS
H. CEMENTS-ADHESIVES
COA TINGS
I. ROOF TILE ADHESIVE
J. OTHER
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SPT22
SPT24
SPT4
FL817
FL817
FL821
CRV Aluminum Ridge Vent
NOA No 03-0930.08
Modified Bitumen Roof System
FL479
5. SHUTTERS
A STORM PANELS
B. COLONIAL
C. ROLL-UP
D. OTHERS
N(/,)
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6. SKYLIGHTS
A. SKYLIGHT
B. OTHER
7. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
Simpson Strong-Tie
see chart
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see chart
B. TRUSS PLATES
C ENGINEERED LUMBER
D. RAILING
E CONCRETE
ADMIXTURES
F. MATERIAL
G. OTHER
8. NEW EXTERIOR
ENVELOPE PRODUCTS
A.
B.
,
MITek Industries, Inc.
BOise Eng. Wood Prod.
Truss Plates
Versa-Lam SP
Wood I-Joists ALLJOIST
FL2197
FL1644
FL1645
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High Strength Concrete Lintels
FL158
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The products listed below did not demonstrate product approval at plan review I understand that at the time of inspection
of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product
approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the
applicable manufacturers installation requirements, Further, I understand these products may have to be removed If
approval cannot be demonstrated during inspection.
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SHEET NO.
S-13
LAST PLOT DATE
October 11, 2004
APPLICANT SIGNATURE
DATE
PRODUCT APPROVAL
DETAILS
SINGLE HUNG
MASONRY (FLANGE)
ONE BY VOOD A CONCRETE OR CAuLK B[TI.IEE~
BUCK BY O'HERS ~ ~ \ "'ASONRY OPEN'71% "'OOD BUCK ~
(,~C~E G ~ 7) \ BY O-HERS MAS'Y C?G.;;NG
\ BY O,HERS
OAUlK BET "'EE~ ~ B V
\.II~DO;"'OO~LAB~UGCEK. ~ (BUC< ';T.D-H) II '-'<, E':J;E';"~,:"T:--
. '. " ' ", " '" GENERAL INSTA.lATION INSTRUCTIONS
00' . ~-;,lB/c':M["':~ /[\ ONE BY \.IClOD l~S'ALLATION ANCYOR I
.. ~u, LU B~CK BY CTc'ERS - 3/16' D!A TAPPLR,~ 0>, 1) SHIM AS REQ'D, AT EACH INSTALlATION ANCHOR W;TK ,OAD 6EARING SHIM. MAX.
. .\l-~ k-" I (NOTE 5 ~ 7) (NOTE 1~) ! 'AlcOWABLE SHIM STACK TO BE 1,14",
r F-~ .-/ K ------ I~STALLAnC1N A"!CHCR sy:" A:/S4''!~?AXD II' I 2) 0SE SILICO"lIZED ACRYliC CAULK BEHIND WINDOW FlANGE AT HEAD &. JAMBS.
!/ 3/16' DIA, TAPPER (NDTE 12) . ~\
STJCCD J I I~. . RIG!;) VINYL (SEE NOTES) , SILL MUST BE AlTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR
I BY CTHERS 1..'1 II SHiH AS REQ'D i SLAZ!NG BEAD _______ V APPROVED EQUAL. APPUCATION OF VJLKEM 116 ADHESrvE CAULK OR APPROVED
I ~~. - 1/4' MAX (TY') ~ I EQUAL AT FRAME SILL MUST COl<lPlY WITH SEALAtTiT MANUFAcnJRER'S
: PE~LMErER (SEE ~OTES) ~ 1\ \ / i RECOM~lENDATIONS,
C.AULK I \ \
:OY OTHERS , ~7\- - ~-"'" J:\. 3) USE SIllCONIZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTERlOR OF
j ~ FLANGE -YPE :;LASS Q ill WiNDOW FLANGE A"!D TO SEAL HEADS OF INSTALLATION FASTENERS.
.IND~\.I FRA"'E (TY' )(SEE "J'ES) ! 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HJNG IS SHOWN, T~lS PRINT ALSO
R!GID VI~YL! HEADER APPLIES TO THE FLORIDA EXTRUDERS 1500 A"!D 2000 SERIES SINGLE KU~GS,
GLAZINS BEAD : FLANGE TYPE ~A 5) WINDOW FRAME MATERlAL. AWMI~UM A,-LOY 6063,
\.I Y CTYP) '" GLASS ,'INDC'.! FRAME '
~~\~~~~ r ~ (TY?l (SEE NOTES~t. A"Jl ~~~'D~;~~~~~g~ PE,:"ETER I i \ 'I A"!CHOR INSTALLATION INSTRUCTIO~S
I CAULK BET'.EEN .!ND(N I H~~S~) CAULK . I \! GENERAL:
I 'LANGE ~ PRECAST SILL 'I --, I .I. BY 8TnERS I I
"",. YULKEM ~16 ADHESIVE I I I (\,...I~DC\J ''f(:D~H: ~ --- I
CAJLK, OR APRV'D EQt,; I!lI FLANGE TY?S! CONCR'E.....c: 8R S rC~-OUCNCO BB'T' ~TB~ERS 2;6~~K Bt~~\.w'~E~
PERIMETER ~ .INDOw FRAMEI fiASGNRY D?DIING r " , MAS'Y OPENING
CAULK /'" SI I I BY OTHERS SY OTr'ERS
EY DTHERS \ / ~ q \ _ CONCRE-E OR
" MASONRY JPL~i~G
BY 0" HERS
fi'l · \~~ --- J-d", r"- ~~
PRECAST SILL ~ D q 1 MIN, EMB ! j /' ~ ~ 2X4. 2X6, 2XS ''''000 BUCK
BY D~HERS q j ~ > , BY O~HERS (SEE NOTE IS ~ 23)&
SECTiON A-A ILJ,- I ~:i'~Tl~~A'~?O(;OWC~B; ~;~E~SA)
r
. SECT,O"~ A-A (ALTERNATF)
& For instal!ation with two b)::
,v:th or w/o one by wood bGCKS.
"'''''''',. .
,\. Ai!t~","
."'" ^~.:~~tu~
IMPORTANT INfORMATION tlt GENERAL NOTES
These rotes are provided to ersure proper illstaUQtion of f10nda Ext"i./ders MilestoC1e
products and must be followed fully,
1-''/,1,;,-_
I !
A A~ ci
TO -' l! H-E
I ~,II,
i J 8 ~K 8
I'/,H, F ' G
I r;'
L~~ ~ ~
!
A.--l Fi FVATION
6) NAIL ATCAChMENT OF NON.STRUCTuRAL O~E BY BUCK IS 4' FROM EACh CORNER
~ AND 8" ON CE"TER, USE A HARDENED 'T-~Al'_" WI7H A 0.097" DIAMETER ANO 1 3/8"
- 'ENGTH (S,I8" ENBEClMENT), A HARDENEO 'MASONR.Y ~AlL" '1'ITrn A 0.14<3" DLANETCR
A~D 1 1/2" LENGni (3/4" EMBEDMENT) OR EQUrvALENT. FOR. ALTERNATE SECTION
A'AlS-B. USE A 0,113" DLAMETER COMMON WIRE NAIL WITCi A 3,14" EMSEDr~E1'<T OR
EQUIVALENT FOR ,'<A!UNG ~ON-S"1<uc-rJRAL O"!E BY BUCK INTO A TWO BY
STRUCTURAL BUCK.
& 7) APPUES TO ALL NON-STRUCTURAL BUCKS LESS TrlAN 1 112" ~rlICKNESS, ~OT
l~TENDED;O UMIT TO ~OMINAL ONE BY WOOD BUCK ONLY, BUCKS GREATER THAN
1" 'JOMIMAL (3/4" THICK) AND LESS THA.~ 2" ~OMlNAL (11,12" THICK) WILL REQUIRE
~AlL LENGni SUFFICIENT TO 'lEET EMBEDMENT REQUIREMENTS OF NOTE 6,
& 8) ,All INSTALLATION ANCHORS MUST BE ,'lADE OF CORROSION RESlSTANT
~ MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE
ENVIRONMENT ANDiOR FRAMING MA'ERlAL, WHERE ANCHORS ARE USED IN
PRESSURE-PRESERVATIVE TREATED WOOD, THE WOOO SUPPllER SHALL BE
CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE
PRESSURE.PRESERVATIVE TREATMENT PROCESS USED.
9) ALL FIELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3(16" IN
DlAMffiR.
:0) WOOD SCREWS SHALL MEET ANSI 818,6 1 DI"lENSIONAl REQUIREMEi'<TS,
11) IF WOOQ TENDS TO SPUT, PRE-BORE HOLES AS FOLLOWS: #8 WOOD SCREW,
1i8" D1A. PILOT HOLE &.#10 WOOD SCREW - 9(54" DlA. PILOT HOLE (NATIONAL
DESIGN SPEOFICATION !'OR WOOD CONSTRUCTION).
[SEE SHEET 2 FOR CONTI~UATIO~ OF NOTESj
VIEWED FROM
EXTERiOR
rNSTALLATlON ANC~CR
#10 \.1000 SCRE'.! (NDTE 16 o.^d IGA)
-"~"~~
w~
~~
) REV! DESCRIPTION IDATE IIN!
FLORIDA EXTRUDERSI~~~~Nji~i1t'~i'
W",~CATE OF AJlHORJZA110_ NO 920<; SAc'liFORD, FLORIDA
g' ~
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C I REViSeD NOTES 3. e, 7, I' i)/' 9/031R I A
: ~O~6'2~6~~S~~ AvO€D I~- I !~'
I i\.NOjOR ADDtO R:::J.fC:D I
I REFER~CE$ AND
H",STRA TIONS "'OR N01! I
! RE\'1S'ONS, r
TITLE: :NSTAlI"ATION Di:TA:l
SGl, clU~G FLANGE w I ~DO', S ' SER I ES 1000 150J
DRAWN BY BB I APPRDVED BY:'(~A
DATE: 12/19/031 SCALE' NTS]DIVG,:FLEXOC 16, S~T 1
I
I
~ 200C
OF 2
SINGLE HUNG
FRAME (FIN)
- .I~DCV '.lIOn, -4r- !(H~~ ~~~CE
~~~ ~6T~~~'D ~II r ~;OdJE~DoO
: /1\ ' j
l~niU I' "IN
::"\:BEDME;-.j'"
G~~Z;NG (rv?) djl..:, I \' 3.. (,.DO~ SCR[\i)
(SEE NCTES)
[ J,rflt' SHEA-H.~G
fi"''''::: BY O"HE~S
FIN TYPE 7 L CAULK Bf:TVEEN
l.IiNDO'.' ,;:AME ~ ~:~~~~_~IINN_
....Atl.B . \oJ
PE~l~E'-E~ INS"-ALLAT1:N ANC.,::R
CAULK #S .ODD SCREw SI-<D'W ~
BY JTHE~S STUCCO BY DT'4ERS
SECTiOi"J B-B
~__ l' M;N EMBEDMENT
i (VOoD SCRE'.)
--1
i
SAULK BETI.IEE"! SHEATHING I'
'.!INDIN FIN ~ BY OTHERS ~
$:M(ATl-ilNG
INST ALLA TlON ANCHOR
~8 '';000 seREV SHJVN ~------t..;:? I: I
ST J"CO .):'
BY eTHERS 'l.' I! 1/-"'/\ I ,
. .V / \j j
, ~ ] 1/.' "'AX J
1\ PERI8~j~~ ~r:~H;M S?ACE
BY DTHE,RS
FIN TY?E
I '.!INDOV ,RA"E
i I GLAZ:NG (TVp :EADER
I ~ (SEE ~O'ES)
[ Ii
I U
I
IMPORTANT INFORMATION & GENERAL NOTES
These notes are prOVIded to ensure p"'oper 1r1st;ll:abon of Flonda Ext11...ders '-1iiestone
products and must be followed fully,
I T'.!O BY '.!ODD
~BY JT~ERS
I
, S><;~ AS ,EQ'D
/ 1 (SEE NOTES)
GENERAL INSTALlATION INSTRUCTIONS
1) SHIM AS REQ'O, AT EACH INSTAllATION ANCHOR WITH LOAD BEARlNG SH1'1.
MAX, ALLOWABLE SHI'l STACK TO B~ 1/4" APPLY A BEAD DF VUlKEM 116
ADHESrvE CAlJlK OR APPROVED EQlJAL AT THE FASTENER LOCATION PRIOR TD
I"!SERTING THE SHIM TO ADHERE THE Sf<lM TD THE SUBSTRA TE A,~D/OR
WINDOW FRAME FULL BEARl'.G BETWEEN THE SHIM. SUBSTRA"'E AND WINDOW
FRAI~E ARE REQUIRED,
2) USE S1UCDNlZED ACRYUC CAULK BEHIND WINOOW FIN AT HEAD. SILL 80.
JAMBS.
3) USE SILICC~IZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTl:RIOR OF
WINDOW FRAME.
4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS S~OWN nlls PRINT ALSO
APPUES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERlES Sl>IGLE HUNGS.
5) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063,
ANCHOR INSTAllATION INSTRUCTIONS
r- 'J~5i~'/ --1
, I
, A --, ,
, t ,
GENERAL:
r
t :i I
I ,'II
I ~::!
' ';'SH~R ~'
I SPACI~G I
I (SEE BELCJ"l)~ I
IdNDO" ---r- 'rtr
HCGHT I
I !I
SP ACE
cryP)
/~ 5) ALL INSTALlATION ANCHORS ~UST BE 'lADl: Df CORROSION !\ESIS:ANT
~ MA11:RIALS OR KAVE A CORROSION !\ES1S-:-ANT COATING APPUED SUITABLE FOR
THE ENYlRONMENT ANOIOR FRA,MING MATERIAL WHERE A~CHORS ARE USED IN
PRESSURE-PRESERVATIVE TREATED 'NOOD, THE WOOD SUPPUER SHALL BE
CONSUL 11:0 FeR RECOMMENDATION Of ANCHORS COMP~TI6LE WITH T11E
PRESSURE. PRESERVATIVE TREAll'1ENT PROCESS USED,
7) All FIELD SUPPUED HOLES IN THE FRAMl: (IF REQUIRED) WILL BE:
J:\. a) 3/16" IN DIAMETER FOR #S WOOD SCREWS, AND
ill 0) T11E ShA~K DIAMETER OF TrlE NAll ROUNDED UP TO T11E NExr STANDARD
DESIGNATION DRlLL BIT SIZE.
8) WOOD SCREwS SHAll MEET ANSl 318 6 I W1ENSIONAL REQUIREMENTS
9) ~AlLS SHAlL MEET ASll'1 F 1657, 'STAN;)ARD SPECIFlCATION FOR DRIVEN
FASTENERS, NAlLS. SPIKES, AND STAPLES"
ID) IF WOOD TENDS TO SPUT, PRE-BORE HOLE f>5 FOLLOWS (PER MTIOML
DESIGN SPEClFICATION FOR WOOD CONSTRUCTION REQUIRE~1ENTS),
a) #8 WOOD SCREWS. l/B" DIA. PILOT HOLE.
b) 0 113" DIA. NAILS. #44 DRlL.L SIZE PILOT HOLE.
0) OTHER NAIL DIA,'lETER PILOT ,10LES NOT EXCEEDING 7S% OF T11E NAIL S
DlA~1ETER f>5 REQUIRED,
11) WOOD SCREW AND NAlL WITHDRAWAL VALUES USED TO GENERATE
Ff>5TENlNG REQUIREMENTS ARE BASED ON SOUT11ERN PINE WITH ~ SPEC!FlC
GRAVlTY Of O,SS.
12) WOOD SCREWS AND NAlLS SHAll. ,NOT 6E MIXEi) TO FASTEN THE SA.'1E
ASSEMBLY. -
13) WOOD SCREWS AND NAlLS SHA.l. NOT SE USED TO FASTEN ASSEMBLY I~TO
THE END SRAIN DF WOOD, -
[SEE SHEET 2 FOR CDIIITlNliATION OF NOTES]
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(SEE NCTESl________~
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IU,,,. vr,.-IND.o',; FRAME
.. I SlLL
PERI2~~c~ ~ L" L~~86tE SILL
By CTcERS " ~ BY CT"ERS
'.. ~
,I 1[111-'-... - 1'..0 BY \.1000
I~STALLATloN A.~CL<OR ",', I i I --- -BY D;HE~S
~B '.!DOD SCRE'. SHOI/N .7~ ~
STUCCO _____ /]11
BY CTc'ERS 1
CAULK BET\.IEEN ,
'.INDJV FIN SHEATHING I
~ SHEAfH:NG By OTHERS _-1
AN:~.o, J
SPACING -
(SEE B'E'..C\o/) ,
! A -J ,t 6' 'AX
~ I CTYP)
I ..... --. $' MAX. (TvP)
ELFVATION
HEAD SILL ~ ~A~Bv~'t~drf~'1>A~~~R'?T~ 70'S, n P)
'';.000 SC,E',/, 24' 0 C, 'l.AX (TVP)
\AII_ 7' :J C M';X FOR _AHBS AND
10' 0 C, MAX ,GR ~EAD ~ S:LL
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IREV DESCRIPTION] DATE INI
3 ~~~~~;OTO l'O/!/C3~...;A
~~(s~J.i'iE.sociTI~~vlK :
c I~~:~~g ~g~ ~. ""0 !12/10/03 '(~A
TITLE 'i0 REF'~ECi NNL! :
ALTERMTE I '
ii'
SECTiON A-A
~1'M,~
E,~BED,~ENT
(''''ODD SCRE'.)
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FLORIDA EXTRUDERS I~~~~Ntl~~\l~~
C'€RT1F1CAT[ OF AoTMGRIZA~CN NO. 8235 SAc'liPORD FLORiDA
TITLE: I~STALLAT,ON DETAIL "/#8 SCRE<lS CR ~AIlS
SI~GLE ~UNG FIN ~I\D[. . SERIES 1000,1500, S. 2000
DRAWN 3Y: BB I APPROVED BY: R_A
DA'fE: 121 I C/.o3 I SCALE: N T S iDIVG :,LEX0026 SHT 1 OF 2
..A~~O(,";~~ 1\ /r- ~c,~E2 11~'L~I~N ,'> ..~C~._:pH), l r 1 x 2' x 3/9
~ I ~ _....,,1iI' r \ ~ Tl.,,3( MGlU:N
11 ~ 'B x l/2 SELF , I Mr. .S X 1/< SE.F
~: I \) hPPING SMS r' '1' 11 ~APPI'G $'5
2 x . X 3/S I
Tu3E ~ULLlaN ~ I
:000 S><.~ !II
JA/olB ow-) \ :
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S~k~~ ~t:~ag .J/'
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TAPP:~G SM$
A-A (1)
;0)
::JJ
~-qe x J-:/2; SEU'
"o'P?:~G s:~S
\
SECT'ON
SEVION A-A (2)
r t X 2: 7/:5 x ./6
MT.:3E ~UlL10N r-l X 2: 7/15 X 3/8
J.OOC S H ---.. r-- lC~C S.H -\ --L -U3€ ~iJl\..l:=N
_A,", (Ty?) \, ' 'I ~ .AME (-YP) \ I ~ i
, , Jl______ \J6 x .fa SE\..J:' 1 I ~
~APPING SMS I' ~~P:IN~? s~~l..~
n ' ,! ~
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.. ,:lP?IN(j $ ~s
A-A 13',
\- liB X l-U2 sur
""APP:NG s~s
SECT/V,
SECTION A A (4.1
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MASONRY (FLANGE)
~CNCR€'E OR CAGLK BET.EE~ '.oJD INSTA~LA' I~~ A~CHOR IMPORTANT INFORMATION & GENERAL NOTES
~ MASONRY OP~'JING ~BUCI( 8. i""~AS'Y Z-DE\Jl~':i ]1:6' DI~ "A;JPER n>e.se :'otes are prOVIded to ens;.Jre pro~er l,..,stah3~on of Florda Extn..Ge~ HlestQ'"e
C BY 0 HE,S BY .oT~cRS (NOTE '2)
Cl"iE BY \JDOD _ _~ products and mt;st be fOI!o'hed fully,
3UCK BY J"rlERS ~ 'I ,1
~~CJ""E 6 ~ 7) c:1 ~~ b. I: :' ~- ./:' ~r~~ GEMRfl1.1~STALLATI0:'l iNSTRUc:rONS 7) APPLIES ~O ALL 1~.jON~STRUCn)RAl BUCKS LESS H"lAN 1 :(t: WIQ(J'-JESS ~JOT
cAULK BET.E" I' <\ c~B._DH_,' 1N-EMlED TD c1MlT TO NOMiNAL ONE 6~ WOOD 6UCK ONLY BUCKS GREATER
.iND?1.I 'LAN~E ~ n I) ~~",~ f>5 KEQ D, ~T EAC"H INS:Al,LA-:CN ANC><OK .'W'" .CAD BEARl~G S"l>1, \\AX 0. T~A~ l' ~OI"I,vAl (3/4" TYICK) AND LESS TH,A,~ 2" NOI>II.'<AL (11,12" TlHICK) Will
~ ,.00D 3-'_K 15 -:,7 '1 i Accv'NASlE SHIM ST~CK 0 BE .,4 ~ REQU1RE 'JA:L ,ENGT~ SU"FIOENT TO MEET EM8l:DMENT REQUiREMENTS Of
\ >:J '1" I t/4' SM:,'"1 2) uSE SIUCONiZEO ACRYUC (AUI../( 8Erli~W I(VINCCW F:..ANGE A.T f-if.r1.0 &. ;M.135 S[I~... 'iO-e 6
! J~l J i' SPACE ~AX l ~U5T BE A1"ACHEO TO THE SlJ6STR,\"E !IITH VUL<E~ :16 ADHESrH CAJLK O~ 8) AL~ ;NSTALIA'10N ANCHORS MUST BE 'lADE Of CORROSION RESISTANT
I - T :,-------- n_ A?f>RCVEO EQUAL APPUCA""18N QF VUlKE~ ~1.6 AOHSf'/E CAULK AT RAYlE S:.J.. ~"'vST ,"1Ai"'i:R1Ai..S OR HAVE A CORROSION RESISTANT COATING APPUED SUnA8lE fOR
i '[ II J~ 1 r COMP.... 'r I/VILrl SEALANT ~M1\JFAcr,-,~ER.'S KECOM!'<1E\iOAnC~$ ~E ENVIRCN~1ENT A.'..D/CR ~RAMING MATERIAL WKERE ANCHORS ARE US€O IN
I 'Ii :,:- . III, I~C 3) iJSE srLlCONllEO p.CRVllC o.UU( ~R P~RlMETER SE.r\.. AROUNO OO=R1C~ 0,<:: PRESSt.;RE,PRESERYA-rVE -REATED WOOD, Tr-<E WOOD SUPPUER. SHA~L BE
I 5T: III I ~ W1NOOW f:ANGE Ao~D TO SEAL HEADS 8f lNST_L.A-ION FA5:NERS. CO';SULTED FOR RECOMMENDATION OF ANCHORS CO.'PATI6,E WITh 7HE
BY .:7 ~~~g ....J II L '", ') 'LORlDA EXTWO<RS 1000 SERIES HCRllONTAL SUDER IS SHOI'I~ PRESSURE.PRESERvATIVE TREATMENT PROCESS JSED,
! II I~ l ' I 5) WIN:lOW "RA,\1f ,....,A,TERlAl A.,-JI11~':""(,<, A, LvY 5V6J 9) Al...L ;:;rE_D Sl!PPUED HOLES IN THE FAA(lo1E (IF REQUIRED) WILL BE 3/16" IN
i PE'I"E-'R Nj--'ro I SH;~ AS ,EQ 0 DlAME'"ER.
I C!.I - _../ I I - (SEE :'--C~E.S>, A.\jCHCR.INSTAL~TION i~S:RUCT;ONS :~; HOOD SCREWS SHA:..L ~-1EEi ANSI BI8 6,1 CHMENSIONAl REQUIC{H1E"fiS
I BV 'T~~~i I, I , B H ll' :F 'NCOO "ENoS;o SPLIT. PRE.BORE HOLES AS FOLLOWS! #8 WOOD
\.I H ~ . Y ,I ,r~SOi-) GENERAL: SCREW, ,,8" OLA. P!LOT HOLE" 110 WOOD SCREW. 9,154" DIA. PILOT HOLE
("IND:)'. ~U: 1LJ I "'" . _C< D 6) NAIL A-nACH;1ENT OF NON 5T<oCTl,'W. ~\E 8' aUCK IS 4 FROM EAC" CCRr,ER ANO (\A710NAl Of SIGN SPECIFlCA'lON FOR WOOD CO~STRUCTlON)
I'""1El'jJ-;T, ~ L~SANg~ F~:::>~'- ~8 ONQ:NTER v$EAHARDENEO -.'.AL N-;<:....ACC9' DiA."'EiERAND13,8 Li:NGTJ..j
,- ASS (Typ' I ,d I~: ~g(R A 0:... 51'S' E~6cCMENT), A HARDt:NED ~ASO~RY 'jA.;L' INIH A 0 118 DlA~'I:ER ANO J 2 3/16" D1A~ TAPPER CONCREtE SCREW (WITH NON~STRU(;TtlRAL ONE BY
I ~~EE 'JO-ES; I ~ ~r====ri: 1 - I ~~GTH 13/4 E'lABED"'lENJ OR EQiJNA<.-dH WOOD BUCK)~
I, I~~J ~ 1,\ D CJNE: j3Y wOOD B"C,< hV --. ~C:;N;~E: 'rE J!: :2:' \!VI-1ERE WINi)OW ;:S iNS1A;'LED IN MASONRY OPENING I.vr:rl 4.
'I ~,\, I ~ Clr..,ERS ,'iC-~ 6 e... 7) MC.S.....N~Y :Pc..''''-i[''--,G NO/~..c-r"L'C~," ^^L ONE BY wooa BUCK ("IOTE 7), 'JSE A 3;16" DLA., TAPPER
! 'I I - B" ~______, 3V ]'-E<S',~ .,u~ "
I w --~ _ , CCNCqETS SCREW Of S1.JFFlOE~T LIrl TO ACHIEVE ~!'Ij ENBEDMENT OF :-1,/4
I :L~ \ ~:G:C v:"i"'L (BI."CK IoI':D,,"I-,>:/~' S--<L'1____ \~~'E~';2;\I4~~'!r i:>J70 ~ASONRYORCONCR.E1E<
\.0511 - GLAZI'JG 3[~D ..- _ANG::- 1 VOE S"'ACE \,AAX I 13) SEE Sf-'€ET 2 FOR "TAPPER. INSTALLATION ANChOR lOO1.'10N CHART L..~ER
~E:RIME-Ei< !I'I ,~("YP), .INDO. CRA~E ~Si-<r"'" AS >:2.E:;;:; ____ I I )ESIGt'-i~"'lON$ONTHE"7APPER\..OCAll0NCHAR.TINOlCATEWHERETAPPER
13y D~~~Ri\\ '1\ F"LANGE TYPE I .....A~B (SEE "--i:~E$) \ \ S> I CONCRETE SCR8NS ARE TO BEiNSTAu..EDWHEN GSINC;iHEEXT"ERJOR.
I I ;! \,-- w'!NDDV r~M.'[ :~S"T A~c..A TI:JN AN':"IClR \' It : ':_EVAT1CN AS A KEY
'\1 SI_" , 3/;6' DI. 'A?'ER -~ ,~ :4) TAPPER (RAWL) CONCRETE SCREW MANUFAcruREO BY POWERS FASTENING.
'" ...J ",CT ,?) , W V' I\C. NLL BE USED, TAPCO~ (by ELCO TEXTRO,~ INC.: OR mEN (by SI~1PSON
j II \ ~ ' E R;~ID vrWL S' STRONG.71E) CAN BE SlJ8S'TTUTED WITh THE FOLLOWING U.'1ITATlONS FOR
. '" \ j ---~ S_AZINGZO.D '-.Ie , ~.,E HCRlZONTAL SUDING WINDOW SIZE 024. ;)24S, D2S A\D D25'
3 ' --rmmrrrrrrrr , , a; I~STAcl TNO ADDmOMl FASTENERS IN HEAD OVER CMART
, I \..J' I '1 ~~~~S N~:~S; ~\\ ~"r ',' I ',I ,I \ 0 REQUIREMENTS AT ,0CATlONS A AND ~.
'" <I 15) ALL RmAlNING fACTORY APPUED INSTALlATION FASTENER HOLES NOT
CAULK BE 7. [EN ,I I <:i i 'I" / \ uSED oCR "APPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED Wl111 #e
wINJO'.! F'_A,NGE J 'Q - '"",,,\ \ ,'~ 'liCOD SCREWS Of SU"FIClENT LT11 TO PROYlDE MIN, S/8iN E:>'BEDME.NT iNTO
~ PRECAST SilL L~\ '.
I.IIVULKE" 1:6 \ WOOD BUCK
ADHESIVE CAJlK PRECAST S!cl_ S;: CT ON A-A CAJ.K BET'.t:E~.::Y '
CR A?PROVED DL BY eTHERS '.;~90V FLANGE : ~ #to WOOD S<:REW (WITH STRUCTURAL TWO IlY WOOD IlUCK):
~ 'oJ,"'; -J ~ '.1000 BUCK , : p-
I I PE,IME-ER II ; ;6) NHERE WINDOW IS :NSTALcED IN MASONRY OPE,~lNG WITH A STRUcn:RAL
I ,A, --! CAULK ST JC':c ----.-I : I i nvo BY WOOD BUCK, JSE #10 WDOD SCREWS (ANSI B18,6:) OF SUFFlOENT
: A 8 c: !) , BV ~THE:;:S BY O'''ERS : I ' ,E'iGTH-OACHIEVE 1.3/S" MIN EMBl:DMENT:~TOTHETW06YWOOOBUCK.
TE, I' r , i ' I ~(' 'NDn7,.... "DTH;:--------...j :A,'LK 3ET. EE\ 17) #10 WOOD SCREWS 5HA,L BE lNSTALLEO AT ALL FACTDRY APPUED
-H- I I; It.. -" .. . _ _ ~, nee 3u:K ~ INST~LLATION FASTENER ~OlE LOCATIONS,
.." S:.c" v'; "AS'Y QPE'I~G :8)'IIooOSCREWSSHAlL~OTBEUSEDTOFAS~ENASSEM8Ly[~TO,HEEND
,)". ~ # II #_.m 1 c: . , ., " ""';'; 3- 3 ;' ,-,,,, "'" ~ ~o [m ~m ~ ""m~m" ~ ~,
I G Ii: , ItH' i; ({;~~r~:<\~~~;~~-~.~.-:, R~V1~~~~~~~~~:~~~!'~/~:'~31~~~ r,RS.S~}S~ZA.~~1~~UDERS 11~~:~~1tk~!
I I +,1 Ii :3 Ii J :3 ~g "l';ir\, ~41Z,OS~'.:')8~C~Tloi ~6 t~~H~cR5, TITLE ;"STA'_,-A~ ,eN DETAIL. 'd/ TAPPERS
L I ~;t "'",> "\~ll"')"~" ~~~'D'O-",6' I '-'JRZ S :01';::; ,,--ANGF ',/jNDC!\I- SERIES 1000
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VIEWED FROM EXTERIOR "." ,-c eNE '" 9'.eK ",,,-c,, ' I uATE' 12, : 9/03: SCALE NTS iDWG. FLEXOC20 SHEET 1 OF 2
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TIT~,SER 1000/1500 FLANGE SHEET 1 OF 2
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I SEE OTHER SIDE (SHEET 2 OF 2) FOR
I DESIGN PRESSURE CAPACITIES
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........ 'DATEcl2/1I03 ISCAJ,E,NTS iOWG., lvHFIN
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fOIlO\h~d .:'!.;lJy
GE~ERAL INSTALLATION INSTRUCTIONS
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[SEE S~EET 2 FOR CONTINUATION OF NOTES)
REV, DESCRIPTiON' DA IE I 11':!
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WINDOW INSTALLATION
INSTRUCTIONS (MILESTONE)
CAULK BETwEU~ INST ALL~T10N ANCHOR 7 . INSTALLA TlD!'-JANCHDR -11-114' MAX SHIM SPACE
wOOD BUCK 8. 3/16 DIA, TAPPER #8 I..IOOD SCREw (TYP, \JHERE 1 1/4' MIN,
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I STUCCO
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SECTION A-A
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CAULKING AT FASTENER
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MASONRY INSTALLATION
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A~
GENERAL lNSTALLATION INSTRUCTIONS
1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARlNG SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4".
LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE Cor'lPLETEL Y ENCAPSULATED IN
CAULKING OR SET lNTO WET CONCRETE.
2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LlBERALL Y APPLY SILICONlZED ACRYLIC
CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETVvEEN BACK CORNER OF SILL RISER AND
CONCRETE. CAULK ALL FASTENER. HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTA.LLATION,
3) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BErvVEEN HOOK STRIP & BUCK
FOR POCKET DOORS.
4) JAM8 AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOlNT SEAM SEALER,
S) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063.
6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD.S
DETAJLS.
7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA
EXTRUDERS 500 AND 2000 SERIES SLIDING GL<\SS DOORS.
8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED
ON THE ANCHOR iNSTALLATION CHART.
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2 PANEL DOOR SHOwN
(SEE NOTES 8, 9 8. 10)
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REViSED NOTES 1. 2, 3, 6,
11, 12, 13, 16, 22, 23 &:
31 AND ADDED AND/OR
REViSED RELATED
REFERENCES AND/OR
!LLUSTRATIONS. RENUMBERED
NOTES 6 TO 1 0 ~,NO
REVISED REFt:RENCES TO
THESE !~OTES REVISED
TAPPERS FOR 90XX
3 PA..NEL DOORS,
FRAME INSTAllATION
-DOOR "ID~H --I: 1/4' MAX, SHIM SPACE
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BY OTHERS
[SEE SHEET 2 FOR CONTINUATION OF NOTES]
DATE i,INI FLOFJI'DA EXrrI:JUDERS INTERNATIONAL, INC
\, L.'\ ~ 2540 JEWETT LANE
12/18/03!RJf'\ CERTIFICATE OF AUTHORiZATION NO 9235 SANFORD, FLORIDA
i TITLE: SUDIi\lG GLASS DOOR 500) 1000 ?x 2000
I MASONRY INSTALLATION ~ITH N -STRUCTURAL
BUCK AND TApPERS
DRAWN BY: BB I APPROVED BY: RJA
DATE: 1?/18/03 SCALE: NTS DWG #: FI EX0021 SHEET CF?
TwO BY wOOD BY\
OTHERS (NOTE 6) ~R / /!
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LNSTALLATION ANCHOR I \ /
.8 ~DOD SCREw mp,) I, /' \ /
(NOTE 21> I I / CAULK BETV/EEN
(ANCHORS SHOI'/N IN SAME I / \; i iHOOI< STRIP ~
PLA~iE FOR CLARITY Di>JL y, I '. \ Y 'HOOD BUCI<
HOOK STRIP ANCHOR HOLES \ I
SPACED 2' APART ON I / \ /!
OPPOSITE FLANGES) I / I \ /11118' MIN
'----+-~f- ' E~BEDHENT
\ I (TYP)
\,
SLIDING GLASS
HOOK STRIP
1-
3/4' ~AX
C'\lC/)
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w
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DOOR
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SECTION B- B
STUCCO
OR SIDING
BY CJTHERS IMPORTANT INFORMATION & GENERAL NOTES
These notes are provided to ensure proper installation of Florida Extruders Milestone produ(.ts and must be
followed fully.
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SHEET NO.
GENERAL INSTALLATION INSTRUCTIONS
CAULK BET\JEEN
DOOR rLANGE
8., SHEATHING
;)., 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX, ALLOWABLE SHIM STACK TO
& BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY
ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE.
2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. UBERALL Y APPLY SILICONIZED
B ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL
/:\ RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER
LlD. INSTALLATION.
3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETVVEEN HOOK STRIP
& BUCK FOR POCKET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER,
S) DOOR FRAME f\1ATERlAL: ALUMINUM ALLOY 6063.
t\ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO
& TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBc, SECTION 1707.4.4.3 AND THE
ENGINEER OF RECORD'S DETAILS.
REVI DESCRIPTION DATE INI
B
;#
;#
B
:; TwO BY wOOD
BY OTHERS
(NOTE 6)
r 1/4' MAX
SHIM SPACE
~ ' t-- I
1/2:t. t
. EMBEDMENT
~ '1-1/4# MH~,
A
& EXTERIOR ELEVA TlON
2 PANEL DOOR SHOwN
(SEE NOTES 8, '3 & 10)
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[SEE SHEET 2 FOR CONTINUATION OF NOTES]
FLORID /', EXTRUDERQ INTERNATIONAL, INC.
.c~ . 'i. f-.-' 2540 JEWETT LA,NE
CERTIFCATE OF /,UTHORI2.A.TICN NO. 9235 SANFORD, FLORIDA
TITLE: SLIDlj\jG GLASS DOOR 500, 1000 & 2000
r:-RAME Ii\.JSTAL_LATION \JITH #8 SeRE S
5-15
LAST PLOT DATE
October 11, 2004
REYlSEO NOTES 1. 2. 3, 6. 1'. 12/18/0"'IRJA
120, 2S & 3D AND AOOEC ~ I
AND/OR REVISED RELATEJ
REFERENCES ANO/OR
ILLUSTRAT10NS ADOED "GTE i
~~U~~A~3;t;E~EN0M8ERED I
NOTES S TO \0 3< 41 TO 29
I A."D REVISED REFEREN(;ES TO
r,1 ESE NOTES. REViSED
'AP?ERS fOR 90XX J-PANEL
DOORS
DRAWN BY: BB
ATE: 12/18/03 ISCALE:
: APPROVED BY' RJIC\
t T
NTS 'DWG if FFX0027 SHT 1 OF 2
SGD INSTALLATION
INSTRUCTIONS (MILESTONE)
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