HomeMy WebLinkAboutBIN B-1 PERMIT 4423
Termite Specifications:
Structural Notes:
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER
AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEVv'AL SHALL
BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR
ELECTRIC PANEL.(FBC 104.2.6)
FOUNDATIONS
SOIL TO BE COMPACTED TO AT LEAST 95%
OF MAX. DRY DENSITY AS DETERMINED BY
ASTM - 1557 ( MODIFIED PROCTOR)
FOUNDATION INSPECTIONS
A FOUNDATION SURVEY SHALL BE PERFORMED AND A
COpy OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING
INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE
EXPOSED AND A STRING STRECHED FROM MARKER TO
MARKER TO VERIFY REQUIRED SETBACKS.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6"
PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.63
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
YfflF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT
LEAST ONE CROSS WIRE WITHIN THE 6".
4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF
ALL TOP BARS OF BEAMS.
5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0"
AROUND CORNERS OR CORNER BARS WITH A 2'-0"
LAP PROVIDED
6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR
SPLICES SHALL BE 40 BAR DIAMETERS TYP.
7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR
1 1/2" TO FORM
MASONRY WALL CONST.
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90,
WITH A MINIMUM NET COMPRESSIVE STRENGTH OF
1900 PSI (fm = 1500 PSI)
2. MORTAR SHALL BE TYPE "1'1" OR "S", CONFORMING TO
ASTM C270.
3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A
MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11".
4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.
5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED
IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS
OTHERWISE NOTED.
6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR
DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS
7. DUR-O-WALL SHALL BE PROVIDED @ EVERY OTHER
COARSE OR 16" o/c
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", 2001 EDITION.
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR
WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS,
( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER
SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE
USED REGARDLESS OF SPECIES.
3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT
FOR PLUMBING LINES, ETe. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES,TYP., U.N.O.
4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK
PER ASTM e. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8"
OVER METAL LATH.
FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK.
5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH
EARTH OR CONCRETE TO BE PRESSURE TREATED.
*ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE
(CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR
GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED
WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-e.
MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS
THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO
SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS.
DOT SODIUM BORATE (SBX) DOES NOT.
SOIL BEARING
V ALU E:
CODES:
PREFABRICATED WOOD TRUSSES
3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS
SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4)
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY
FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
HURRICANE CLIPS OR ANCHORS.
2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN
ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL
DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND
ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL
FOREST PRODUCTS ASSOCIATION.
3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR-
TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE
FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE
LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
REQUIRED BY THE TRUSS MANUFACTURER UNLESS
NOTED ON THE PLANS.
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE
NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS
MANUFACTURER IN ACCORDANCE WITH THE DESIGN
LOADS AS LISTED ON THE STRUCTURAL DESIGN CRITERIA
6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL
PLATE CONNECTED WOOD TRUSSES PER THE TRUSS
PLATE INSTITUTE TPI LATEST EDITION.
7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY
THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS
AND GOVERNING CODES. SUBMmALS SHALL INCLUDE TRUSS
FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,
BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND
AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED
FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH
SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA
REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION.
8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS
WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
WOOD FRAMING:
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0"
AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4)
LIVE LOADS:
4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL
COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES.
DEAD LOADS:
EXCEPTION: PAINT OR DECORATIVE CEMENTATlOUS FINISH LESS THAN 5/8"
THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6)
5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
IS COMPLETE.(FBC 1816.1.1)
WIND LOADS:
(F.B.C.)
CONCRETE
STRENGTH
@ 28 DAYS
6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2)
7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS,
ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT
FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF
SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3)
REINFORCING:
8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS
REQUIRED.(FBC 1816.1.4)
CONCRETE
MASONRY
UNITS:
9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5)
STRUCTURAL
STEEL:
10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 1'-0" OF THE STRUCTURE 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)
UPLIFT CONNECTORS
WOOD ROOF
TRUSSES:
13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY
WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING
HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
FLORIDA DEPARMENT OF AGRICULTURE AND CONSUMER SERVICES. "(FBC 1816.1. 7)
1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS
ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON
MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES.
INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD
NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT
THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS.
14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM
BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL
(FBC 2303.1.3)
15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4)
FIELD REPAIR NOTES
WOOD FLOOR
TRUSSES:
WOOD FRAMING INSPECTION
ALL PLUMBING, ELECTRICAL, AND MECHANICAL
ROUGH-INS MUST BE COMPLETE, INSPECTED
AND APPROVED BEFORE REQUESTING FRAMING
INSPECTION.
1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY
BE SUBSTITUTED W/ (1) "SIMPSON MTSM16 TWIST STRAP W/
(4) 1/4" X 2 1/4" DIA. TITENS TO THE BOND BEAM BLOCK
AND (7) lad TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR
LESS. USE (2) FOR 2000 LBS. OR LESS. OTHERS MAY BE
SUBSTITUTED ON A CASE BY CASE BASIS.
2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB-
STITUTED W/ 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6"
DEEP UNITEX "PROPOXY" 300 ADHESIVE BINDER FOLLOWING
ALL MANUFACTURERS RECOMMENDATIONS ( OR 1/2" X 6"
RAWL STUD EXPANSION ANCHORS. )
3. REGARDING MISSED REBAR IN VERTICAL FILLED CELLS:
DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF
THE OMmED REBAR, AND INSTALL A 32" LONG #5 BAR INTO
THE EPOXY FILLED HOLE. USE A TWO PART EMBEDDEMENT
EPOXY ( SIMPSON "EPOXY TIE SEr', OR HIL TI " 2 PARr'
EMBEDDMENT EPOXY ), MIXED PER MANUFACTURER'S
INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM
DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND
AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY.
ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPECIFICATIONS,
THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM
POUR.
4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF
GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE
FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
5. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT.
IN CONe. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES
NOT HAVE TO BE CONT. TO FOOTING)
Structural Design Criteria:
General Notes:
FLORIDA BUILDING CODE, 2001 EDITION
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89)
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION
APA PLYWOOD DESIGN SPECIFICATION
THE FOLLOWING TECHINCAL CODES
SHALL APPLY:
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2001 FLORIDA BUILDING CODE,
PLUMBING, MECHANICAL, FUEL GAS,
ENERGY EFFICIENCY, ACCESSIBILITY,
AND 2002 NATIONAL ELECTRICAL CODES
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TOP CHORD
BOTTOM CHORD (W /0 STORAGE)
RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED
BALCONIES
STAIRS
ROOF
FLOOR
20 PSF
10 PSF
40 PSF
40 PSF
40 PSF
17 PSF (SHINGLE)
15 PSF
ORDINANCE 92-19 - APPENDIX "J"
TO FBC PLUMBING 2001 CODE.
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WALL MOUNT WATER CLOSET VOLUME
3.5 GALLONS
3. WATER - FLOW RATE.
PUBLIC FACILITIES 0.5 G.P.M.
PRIVATE FACILITIES 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
4. ALL PLUMBING WATER LINES
TO BE PVPC
WIND LOADS BASED ON FBC, SECTION 1606.2.
WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0
ALL CONCRETE UNLESS OTHERWISE INDICATED
PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY
(DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
2500 PSI
3000 PSI
WELDED WIRE FABRIC SHALL CONFORM TO
ALL REINFORCING BARS
ALL STIRRUPS AND TIES
ASTM A185
ASTM A615-4O 40,000 PSI
ASTM A615-40 40,000 PSI
VTR LOCATIONS ARE APPROXIMATE
AND MAY CHANGE DUE TO JOBSITE
CONDITIONS
ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI
MORTAR TYPE "S" 1900 PSI
CONCRETE GROUT 3000 PSI
CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O
SHOP AND FIELD WELDS: E70XX ELECTRODES
ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
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)
00 EGRESS WINDOWS
SECTION 1005.4
BEAMS, RAFTERS, JOIST, PLATES, ETe. U.N.O.
NO.2 SOUTHERN YELLOW PINE (19% M.C.)
ROOF DECK: PLYWOOD C-C;C-D, EXTERIOR, or OSB
FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G ADVANTECH
WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB
VERSA LAM BEAM Fb = 2900 PSI (2.0E)
4. ALL OPENINGS SHALL COMPLY WITH
2001 FBC WIND LOADS AS STATED
BELOW. 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.
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DESIGN LOADS:
TOP CHORD LIVE AND DEAD LOAD:
BOTTOM CHORD LIVE AND DEAD LOAD:
TOTAL:
27 PSF
20 PSF
47 PSF
NET UPLIFT DESIGN PRESSURE: 20 PSF WITHIN
4 FEET OF RIDGES, HIPS, EAVES AND BUILDING
PERIMETER AND 15 PSF MIN FOR ALL OTHER AREAS.
SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN
FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING
A MAXIMUM OF 10 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL
DEAD LOAD.
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DESIGN LOADS:
DEAD LOAD:
LIVE LOAD:
TOTAL:
15 PSF
40 PSF
55 PSF
5. ALL DOORS INTERIOR & EXTERIOR ARE
6'-8" UNLESS OTHERWISE NOTED
ALL SHOWER ENCLOSURES TO BE
TEMPERED GLASS
6. ALL WINDOWS WITHIN 24" OF DOORS
(INTERIOR & EXTERIOR) AND WITHIN
18" OF FLR TO BE TEMPERED GLASS.
(SECTION 2405.2)
CONSTRUCTION TYPE -- TYPE VI UNPROTECTED
(SECTION 608 - FBe 2001)
WIND BORNE DEBRIS AREAS
THE METHOD TO SATISFY PROTECTION OF OPENINGS
IN THESE AREAS WILL BE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS
IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY
THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
Building Data:
Index Of Drawings
SHT NO: ITLE
A COVER SHEET
A1 FLOOR PLAN
A2 FOUNDATION PLAN
A3 ELECTRICAL PLAN
A4.1 ELEVATION I
A4.2 ELEVATION II
A4.3 ELEVATION III
AS.1 ROOF FRAMING ELEV I
AS.2 ROOF FRAMING ELEV II
AS.3 ROOF FRAMING ELEV III
A6 INTERIOR ELEVATIONS <.0
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S-1 FOUNDATION DETAILS 0) 0
S-2 LINTEL DETAILS '0;
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S-3 ROOF FRAMING (I, II, III) 0 ~
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S-4 BRACING DETAILS I en >
WALL SECTIONS C\I -
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S-7 STRUCTURAL NOTES & lC) I
HANGER INFORMATION I 3:
S-8 WINDOW & DOOR DETAILS f'-..
S-9 WINDOW & DOOR DETAILS Q)
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S-11 WINDOW & DOOR DETAILS ~ en
S-12 PRODUCT APPROVAL INFO lC) Q)
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WIND SPEED 123 MPH
WIND IMPORTANCE FACTOR -- (Iw) = 1.0
WIND EXPOSURE -- "B" (FBC 1606.1.8)
INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED)
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 5'-0"
OF ALL EXTERIOR BUILDING CORNERS
THEIR OPTIONS ARE AS FOLLOWS:
WINDOWS AND DOORS
SEE FLOOR PLAN FOR ACTUAL PRESSURES
A. IMPACT RESISTANT GLAZING
B. APPROVED SHUTTERS
C. SUPPLY WOOD STRUCTURAL PANELS
PER FBC 1606.1.4
Master Revisions:
DATE
DESCRIPTION
ALL WORK SHALL COMPLY WITH ALL
PREVAILlNG CODES, FLORlDA BUILDI1~J
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHlLLS ORDINANCES
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REVIEWED
HAY 0 9 2005
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CENTRAL FLORIDA DIVISION,
TAMPA, FLORIDA 33609
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Notice To Builder
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600 N. WESTSHORE BLVD. SUITE 600
(813) 769-5277
IT IS THE INTENT OF THIS DESIGNER THAT
THESE PLANS ARE ACCURATE AND ARE
CLEAR ENOUGH FOR THE LICENSED PROFESS-
ONAL TO CONSTRUCT THIS PROJECT.
IN THE EVENT THAT SOMETHING IS UNCLEAR
OR NEEDS CLARIFlCATION..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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GENERAL NOTES:
THE FOLLOWING SHALL COMPLY WITH
THE FBe (2001)
o PORCHES AND BALCONIES
SECTION 1014
o HANDRAILS - SECTION 1007.5
o GUARDRAILS - SECTION 1015, 1019.10.9
o STAIRS - SECTION 1007
o CHIMNEY & FIREPLACE
SECTION 2804-2806 (MFGR)
SECTION 2113-2114 (MAS)
[8J EGRESS WINDOWS
SECTION 1005.4
ALL DOORS INTERIOR & EXTERIOR ARE
6'-8" UNLESS OTHERWISE NOTED
REFER TO SHT "S10" FOR WINDOW & PATIO
DOOR INSTALLATION REQUIREMENTS
REFER TO SHT "S10" FOR SAFETY GLAZING
IN HAZARDOUS LOCATIONS
REFER TO SHEET "SlO" FOR COMPONENT &
CLADDING PRESSURE DESIGN TABLE
WALL LEGEND
I
FRAMED WALL
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1'-4"1
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ENTRY I_ -.. 15068
V 12'-4" 1 V
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BEARlNG - -, . /.
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INTERIOR BRG. FRAME WALL
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MASONRY WALL
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MASONRY SHEAR WALL
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MASONRY SHEAR WALL DOES
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FILLED SOUD WITH GROUT
* - DENOTES EGRESS WINDOWS-
PROVIDE A MIN. NET CLEAR
OPENING AREA OF 5.0 FT SQ.
GROUND LEVEL OR 5.7 FT SQ.
OTHER LEVELS WITH 24" CLEAR
HEIGHT MIN., 20" CLEAR WIDTH
MIN., AND BOTTOM OF OPENING
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AREA TABULATION
LIVING
GARAGE
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ENTRY
1721
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OR PER ASTM STANDARDS WITHIN
24 HOURS AFTER CONCRETE PLACEMENT.
. INDICATES FILLED CELL FROM FTG
UP TO TIE BEAM W/ GROUT & 1#5 ROD
VERT. @ ALL PLACES SHOWN
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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 INSTALLED AS DIRECTED BY THE
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NOTE:
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THE Floor and ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. Final floor and ROOF
TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. If FINAL TRUSS Layout LAYOUT Drawings
DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S
DRAWINGS SHALL BE REVIEWED AND APPROVED BY design styles, inc. and the ENGINEER OF RECORD prior to
CONSTRUCTION.
TRUSS MANUFACTURER TO verify adequacy of all specified Ivl beams and make any adjustments necessary due
to final truss design or calculated reactions. All modification to be reported to design styles, inc. and the
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Electrical & hvac layouts are based on these framing layouts. Any deviations are to be approved by design
styles, inc. prior to construction.
typical truss connectors
1. ALL CONNECTORS ARE "SIMPSON, Strong-Tie".
2. USE MTS20'S FOR roof TRUSS TO FRAME CONNECTIONS.
3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES WI CS16'S.
4. USE HHETA20 FOR roof TRUSS TO MASONRY CONNECTIONS.
5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS.
6. USE (2) HTS30 FOR GIRDER TRUSS TO FRAME CONNECTIONS.
7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED.
8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS.
Design Styles, Inc. and THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS
INFORMATION IS SUPPLIED from truss manufacturer.
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1 O'-On FLAT CEILING
ENTRY BEARING AT 12'-4"
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 2x4 SID.
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
Date:
ID-STATE TRUSS CO., INC.
3125 Reynolds Rd., P.O. Box 1606
Eaton Park, Florida 33840
941-665-1309 / 1-800-940-8787
-- 25
12
BUIlDER:
US HOME CORP.
L.EG.4L JooREss:
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FOUNDATION NOTES
GENERAL MASONRY NOTES:
1. MASONRY UNITS: lAW ASTM C90
2. MORTAR: TYPE 1'1 OR TYPE SlAW SBC TABLE 1402.8B IS
REQUIRED TO BE TYPE 1'1 OR TYPE S
3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" .. 11" SLUMP
3000 PSI OR ASTM C476
4. CONCRETE: 2500 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR
FOOTINGS: 2500 PSI FOR SLABS ON GRADE
5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN
ACCORDANCE WITH ASTM A615, A616,A70
3) SOIL:
3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR)
4) CONCRETE:
4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2500 PSI (NORMAL WEIGHT).
4.2 REINFORCING BARS: ASTM A615 (GRADE 40).
4.3 WELDED WIRE FABRIC (YfflF): ASTM A185.
4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3"
BOTTOM AND SIDES.
4.5 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK
AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED
WITH 5X6 - Wl.4 X W1.4 YfflF AT MID-DEPTH OF SLAB.
4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
4.8 LAP SPUCE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS
104,2.6; 104.2.7; 1403.1.6, 1503.4.4; 1816; 1916,7.5; 2303.1.4 & 2304
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TYP. MONO. FTG.
I. SEE FOUNDATION PLAN
FOR LOCATIONS
@ BlOCK WALLjREINFORCEMENT
5-2
,
I'
&
~
'...-
20" MIN. LAP
f f
d"J ~ ~ J ...
'-- #3 OR #4 REINFORCING BAR
#3 & #4 LAP SPLICE
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#5 REINFORCING BAR
1~
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,
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#5 LAP SPLICE
36" MIN. LAP
~ ;'w;.?e'#T~ki~~~6k'tiNd.dAk.':^.w. ~^u.
#6 LAP SPLICE
.-
r 4 "'\ TYPICAL REBAR SPLICE DETAIL
\V
111
_______ EXISTING U-BLOCK W/ 1 #5 CONT.
~F
DRILL 3/4"X 5" MIN. HOLE
SET BAR IN EPOXY
CAP TO PREVENT LEAKAGE
=F
:::
#5X6'EMBEDDEDINTO
EXISTING U-BLOCK LINTEL
--------- FILL CELL FULL HEIGHT W/
NON-SHRINK GROUT
~5X6'EMBEDDEDINTD
~ EXISTING FOOTING
DRILL 3/4"X 5" MIN. HOLE
SET BAR IN SIMPSON
"SET" EPOXY OR EQUAL
:::
:::
:::
=
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SCALE: N.T.S.
#5 STD. 90 HOOK
SCALE: N.T.S.
Q RETRQ-m FIlLED CELL DETAIL
S-2
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I~> ., ,', I I REBAR MIN. LAP 25"
L ", , (ACI 530)
, , ,~'~ INDICATES FILLED
I, " , "'1 I CELL FROM FTG. TO
I~.. <. BEAM WITH 1 #5
I BAR MIN. LAP 25"
. . ~, (AO 530)
, , , , ~8"X8"X16"
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SCALE: N.T.S.
SCALE: N.T.S.
NOTES:
(1) IF RETROFIT FILLED CELL CONDITIONS
EXCEED (3) PER PROJECT CONTACT
ENGINEER OF RECORD FOR ADDITIONAL
INSTRUCTION.
(2) FOR PROJECTS IN HILLSBOROUGH
COUNTY, ALL FILLED CELLS MUST BE
WITNESS BY A LICENSE INSPECTOR OR
AN ENGINEER.
LINTEL BEAM:
1 COURSE LINTEL
BLOCK W / 1 # 5
BAR & GROUT
MIN. 25" LAP
SPLICE (ACI 530)
----
3 1/2" 2500 P.S.I. CONe. SLAB
OVER 6 MIL V.B. OVER CLEAN
COMPACT. TERMITE TREATED
EARTH FILL REINFORCED WITH
6X6 Wl.4XW1.4 YfflF
I-~
TOP OF SLAB
<1i)
, . ,
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~. '. ..'
~. '4. '4
-I> '..-
NOTE:
SECTION BETWEEN DOWN RODS
ARE CONSIDERED SHEARWALLS
UNLESS OPENINGS ARE BETWEEN
THEM.
0\ TYP. SHEAR WALL SECTION
, S-2 '9/16/03 TH
INSTALLATION OF WINDOW
BUCK STRIPS - lX3 (MIN). GLUE
STRIP W/ADHESIVE SEALANT
& SCREW W/3/16" X 2 1/2" PHILLIPS
FLAT HD. "TAPCON" SCREW MIN.
4" FROM END & 16" O.C.
'. " "-.
-; ~ 4 \ ,A4 ~
1\' '., tl"" , /. ".,
o 4 :~> A4 ~,Y
'" /.l,^ _ ,d, "'~
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/
EXT. FINISH
DRIP EDGE
INSTALLATION OF S.G.D.
BUCK STRIPS - lX4 (MIN). GLUE
STRIP W/ADHESIVE SEALANT
& SCREW W/3/16" X 2 1/2"
PHILLIPS FLAT HD. "TAPCON"
SCREW MIN. 4" FROM END
& 16" O,C.
TRACK - FILL ALL HOLES
W/l" X #8 ST. STL. SCREVv'S
W/PLASTIC ANCHORS
SEALANT
(d)
:( '\.
L _
,
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r
TYP. TIE BEAM W/3000 P.S,I.
jCONe. W/l #5 REBAR CONT.
_ SIMPSON SP4 W/6 - 10D
.-------
v r vr vi' v 'v
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~ ...~
TYP. FILLED CELL W/3000
P.s.l. CONC.
W/l #5 REBAR VERT.
_ STANDARD HOOKS W/2S"
MIN. SPLICE
I ~ v
I~ v
I~ ~
---
8" C.M.U.
INTERIOR BEARING WALL
INTERIOR SHEARWALL
EXTERIOR FRAME WALL
I
~
r '
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" HIL TI TIX-DNI NAILS
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SCALE: N.T.S.
I 3 FRAME (EXT./BRG./SHEAR) WALL
, TO MASONRY CONNECTION DETAIL
, S-2 , 1/2" ~ 8" "J" BOLT @ 40" O/C SHEAR = 61 PLF.
1/2" ~ 6" EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PLF.
2-7/8" HIL TI X-DNI NAIL @ 12" O/C SHEAR = 140 PLF.
1/4" l6< 3" TAPCONS @ 16" O/C SHEAR = 198 PLF.
8
_ BLOCK UNTEL
_ 1/2" DRWALL
8
BUCKSTRIP - lX3 MIN (WINDOW)
lX4 MIN (SGD)
1/8" SHIM SPACE
TYP. 8" BLOCK WALL
WINDOW/SGD
I 11/2" RECESS
IIN SLAB
SLIDING GLASS
DOOR
II1II1 I
.....
.....
rmm iii'
1 X P.T. W/ 3/16" x 2 1/4"
TAPCONS @ 18" O/C MAX.
& 6" FROM CORNERS
____ SEALANT
....----- BACK OF JAMB
~
~
----
~
@ MASONRY OPEN!NG
6 S.G.D. INSTALLATION
S-2 '
MASONRY CODES
5) MASONRY:
5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
ASSOCIATION AND ACI 530.
5.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
5.3 MORTAR SHALL BE TYPE S.
5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE
FILLED WITH CONCRETE WHEN STEM WALL IS GREATER
THAN 24" TALL ABOVE GRADE
5.5 FILL CELLS SHOULD BE LOCATED AS INDICATED ON
FOUNDATION PLAN.
5,6 LINTELS SUPPLIED BY APPROVED MANUFACTURER:
1) FECP/CAST-CRETE CORPORATION
2) POWER CONCRETE
3) ALLIED PRECAST
4) LOTI
L.
SCALE: N.T.S.
Q MAS. WALL 00. DOOR JAMB
S-2
\ 2-#5X6' IN CO~e. FILLED CELL
,,:J 80 Q
JJ
4" ~AWCUT
r:'\ SECTION
\EJ
SCALE: N.T.S.
8/01/03
SCALE: N.T.S.
SCALE: N.T.S.
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HURRICANE ANCHORS (TYP.)
SPUCES 25" MIN.
(lLAP (ACI 530 ) 10" HOOK ~ STD. 90 HOOK (TYP.)
(TYPICAL)
~ I TYP. BOND BEAM
. [ I" , 8" X 8" X 16" K.O.
. ".' '.:1 '. II '.', , ,
, , , " , " , , , ." LINTEL BLOCK
<, . , <.', " , '.', '.' .. ^ FILL W / GROUT &
I I k. ' 1 #5 DIA. REBAR MIN. LAP 25"
(ACI 530)
I JII]j OTII[
t NON-SHEARWALL SEGMENT
~ I~LI~EAAW~;L~~~~II'I
: ALL SHEARWALL SEGMENTS CONSIST OF A FILLED
r CELL EACH END WITHOUT AN OPENING BETWEEN.
r SEE FLOORPLAN FOR FILLED CELL LOCATIONS.
FILLED CELL:
t FILL BLK. CELLS WITH
~ GROUT ONE #5 @ LOCATIONS SHOWN
L ON THE FOUNDATION PLAN
I I ~ AND FLOOR PLAN.
t V MIN. LAP 25" (ACI 530)
1-
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LAST PLOT DATE
Mar. 22, 05
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@
ENGINEERING 1
SPECIFICATIONS
I PRODUCT DESCRIPTION
HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS.
I MATERIALS
. F'C 8" PRECAST LINTELS = 3500 PSI
. F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI
. F'C 4" PRECAST LINTELS = 3000 PSI
. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP.
IGENERAL NOTES
1. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
2. SHORE FILLED LINTELS AS REQUIRED.
3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL
AND/OR STRUCTURAL DRAWINGS.
4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT
ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING.
5. ALL LINTELS MEET OR EXCEED l../360 VERTICAL DEflECTION, EXCEPT
LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET
OR EXCEED l../180.
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM
OF LINTEL CAVITY.
7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM
STEEL FOR MECHANICAL ANCHORAGE.
I SAFE LOAD TABLE NOTES
1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING.
EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED
BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES.
2. N.R. = NOT RATED.
3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD.
4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR.
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE
DESIGNER BY PROVIDING ADDIT10NAL REINFORCED MASONRY ABOVE
THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4.
6.0NE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES
BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY
FROM THE FACE OF SUPPORT.
. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA
COMPRESSIVE STRENGHT = 1900 PSI
. REBAR PER ASTM A615 GRADE 60
. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
. 7/32 INCH WIRE PER ASTM A510
. MORTAR PER ASTM C270 TYPE M OR S
8. CAST-IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF
CONCRETE MASONRY UNITS.
9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530
10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05
AND 03-0605.04
l1.THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS
SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926
OR OTHER APPROVED COATING.
12.LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL
(LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE
FOLLOWING EQUATION:
APPLIED VERTICAL LOAD
SAFE VERTICAL LOAD
+
APPLIED HORIZONTAL LOAD
SAFE HORIZONTAL LOAD
.s,1.0
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM
NEXT LOWER HEIGHT.
9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM
NEXT LONGEST LENGTH.
10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN.
12, THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION
FOR GRADE 40 FIELD ADDED REBAR.
EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15)
W/ 15% REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
FOR GRAVITY, UPLIFf & LATERAL LOADS
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
(AST.(RtiT.
SAFE LOAD - POUNDS PER LINEAR FOOT
BF8-0B 8f1 -OB 8F1 .oB BF2 .oB BF24-0B 8F28.oB 8F32-0B
8U8 BFll-IB BFI2-IB 8FI6-IB 8F2D-IB 8F24-IB 8F28-IB 8F32.IB
3069 4605 6113 7547 8974 10394 11809
2231 3069 4605 6113 7547 8974 10394 11809
3069 3719 5163 6607 8054 9502 10951
2231 3069 4605 6113 7547 8974 10394 11809
2561 2751 3820 4890 5961 7034 8107
1966 2693 4605 6113 7547 8974 10394 11809
1969 2110 2931 3753 4576 5400 6224
1599 2189 4375 6113 7547 7 8672 10294 11809
1349 1438 1999 2560 3123 3686 4249
1217 1663 3090 5365 7547 36 7342 19 8733 19 10127 19
1105 1173 1631 2090 2549 3009 3470
1062 1451 2622 4360 7168 45 6036 19 7181 19 8328 20
1238 2177 3480 3031 3707 4383 5061
908 1238 2177 3480 5381 8360 10394 3 8825 14
1011 1729 2632 2205 2698 3191 3685
743 1011 1729 2661 3898 5681 8467 44 6472 IS
699 1160 1625 2564 3486 2818 3302
752 1245 1843 2564 3486 4705 37 6390 47
535 890 1247 2093 2777 2163 2536
643 1052 1533 2093 2781 3643 38 4754 45
582 945 1366 1846 2423 3127 4006
582 945 1366 1846 2423 3127 4006
540 873 1254 1684 2193 2805 3552
540 873 1254 1684 2193 2805 3552
471 755 1075 1428 1838 2316 2883
471 755 1075 1428 1838 2316 2883
424 706 1002 1326 1697 2127 2630
442 706 1002 1326 1697 2127 2630
NR NR NR NR NR NR NR
458 783 1370 1902 2245 2517 2712
NR NR NR NR NR NR NR
412 710 1250 1733 2058 2320 2513
NR NR NR NR NR NR NR
300 548 950 1326 1609 1849 2047
NR NR NR NR NR NR NR
235 420 750 1037 1282 1515 1716
NR NR NR NR NR NR NR
180 340 598 845 1114 1359 1468
NR NR NR NR NR NR NR
165 315 550 784 1047 1285 1399
NR NR NR NR NR NR NR
129 250 450 654 884 1092 1222
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
';AST.';RU. SAFE LOAD
~ ~ PLF
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
(AST.(RtiT.
8U8
8F8
REINF.
CMU*
2'-10" (34") PRECAST
3'-6"
(42") PRECAST
4'-0"
(48") PRECAST
4'-6"
(54") PRECAST
5'-4"
(64") PRECAST
5'-10" (70") PRECAST
6'-6"
(78") PRECAST
7'-6"
(90") PRECAST
9'-4"
(112") PRECAST
554
10'-6" (126") PRECAST
475
11'-4" (136") PRECAST
362
12'-0" (144") PRECAST
337
13'-4" (160") PRECAST
296
14'-0" (168") PRECAST
279
14'-8" (176") PRESTRESSCD
N.R.
15'-4" (184") PRESTRESSCD
N.R.
17'-4" (208") PRESTRESSCD
N.R.
19'-4" (232") PRESTRESSCD
N.R.
21'-4" (256") PRESTRESSED
N.R.
22'-0" (264") PRESTRESSED
N.R.
24'-0" (288") PRESTRESSCD
N.R.
SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS
....
,:.i
1
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(AST.(RtiT.
TYPE
SAFE LOAD - POUNDS PER LINEAR FOOT
8RF6-OB 8RF10-OB 8RFI4-0B 8RF18-OB 8Rf22-0B 8RF26.oB
8RU6 8RF6-1B 8RF1D-IB 8RFl4-lB BRFlll-IB BRF22-IB BRF26-1B
1749 3355 3280 4349 5421 6493
1635 1891 3699 5206 6639 8060 9479
1596 3 63 2992 3968 4946 5924
1494 1756 3699 5206 6639 8060 9479
920 1770 1716 2277 2839 3402
866 1167 2481 4567 6389 8060 34 7917 19
859 1653 1600 2124 2649 3174
810 1113 2342 4242 6639 10 8060 39 7402 19
901 1825 3120 5048 7747 9448
901 1825 3120 5048 7915 9479
755 1490 2459 3776 5743 7239 5623
755 1490 2459 3776 5743 8998 19 10893 48
466 999 1568 2253 3129 4091 3146
526 999 1568 2253 3129 4150 5891 47
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
1293 1642 2135
2'-10" (34") PRECAST
2'-10" (34") PRECAST
1025 1024 1830
3'-6" (42") PRECAST
4'-0" (48") PRECAST
4'-6" (54") PRECAST
3'-6" (42") PRECAST
4'-0" (48") PRECAST
4'-6" (54") PRECAST
765 763 1365
592 591 1057
5'-4" (64") PRECAST
411 411 734
5'-4" (64") PRECAST
5'-10" (70") PRECAST
6'-6" (78") PRECAST
5'-10" (70") PRECAST
6'-6" (78") PRECAST
340 339 607
507 721 483
424 534 357
7'-6" (90") PRECAST
9'-4" (112") PRECAST
7'-6" (90") PRECAST
9'-4" (112") PRECAST
326 512 227
284 401 178
10'-6" (126") PRECAST
10'-6" (126") PRECAST
11'-4" (136") PRECAST
260 452 152
11'-4" (136") PRECAST
244 402 135
12'-0" (144") PRECAST
13'-4" (160") PRECAST
14'-0" (168") PRECAST
14'-8" (176") PRESTRESSCD
15'-4" (184") PRESTRESSED
17'-4" (208") PRESTRESSED
19'-4" (232") PRESTRESSED
21'-4" (256") PRESTRESSCD
22'-0" (264") PRESTRESSCD
12'-0" (144") PRECAST
217 324 109
13'-4" (160") PRECAST
14'-0" (168") PRECAST
14'-8" (176") PRESTRESSED
15'-4" (184") PRESTRESSED
17'-4" (208") PRESTRESSED
19'-4" (232") PRESTRESSED
21'-4" (256") PRESTRESSED
22'-0" (264") PRESTRESSED
205 293 98
N.R. 284 89
N.R. 259 82
N.R. 194 63
N.R. 148 51
N.R. 125 42
N.R. 116 39
24'-0" (288") PRESTRESSED
* SEE NOTE 18
N.R. 91 33
24'-0" (288") PRESTREsseD
SAFE LATERAL LOADS FOR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
';AST.';RtiT. SAFE LOAD
~ ~ PLF
TYPE 8RU6 8Rf6 REINF.
CMU*
SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LlNTELS
(AST.(RtiTti
TYPE
8RF3(HT
BRF30-2T
6183
6183
5924
5924
4594
4594
4453
4453
3865
3865
3257
3421
2322 16
2652
758 757 1365
SAFE LOAD - POUNDS PER LINEAR FOOT
BRF6-IT 8RFID-lT BRFl4-lT 8RFI8-lT 8Rf22-IT 8RF26-IT
BRF6-2T BRF1D-2T BRFI4-2T BRF1ll-2T BRF22-2T BRF26-2T
905 1748 2635 3522 4409 5296
905 1748 2635 3522 4409 5296
867 1675 2525 3374 4224 5074
867 1675 2525 3374 4224 5074
675 1301 1960 2618 3277 3935
675 1301 1960 2618 3277 3935
655 1262 1900 2538 3176 3815
655 1262 1900 2538 3176 3815
570 1012 1651 2204 2758 3312
570 1097 1651 2204 2758 3312
506 797 1462 8 1952 7 2442 6 2931 6
506 967 1462 1952 2442 2931
395 491 93112 1301 15 1640 IS 1980 i5'
395 589 1135 1514 1893 2272
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
4'-4"
(52") PRECAST
4'-6"
(54") PRECAST
5'-8"
(68") PRECAST
5'-10" (70") PRECAST
(80") PRECAST
6'-8"
797
(90") PRECAST
7'-6"
669
(116") PRECAST
9'-8"
411
4'-4" (52") PRECAST
4'-4"
(52") PRECAST
694 693 1249
4'-6" (54") PRECAST
5'-8" (68") PRECAST
4'-6"
(54") PRECAST
408 407 734
5'-8"
(68") PRECAST
5'-10" (70") PRECAST
382 381
5'-10" (70") PRECAST
687
595 788 510
(80") PRECAST
6'-8" (80") PRECAST
7'-6" (90") PRECAST
9'-8" (116") PRECAST
* SEE NOTE 18
6'-8"
509 674 393
7'-6"
(90") PRECAST
370 490 227
9'-8"
(116") PRECAST
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DROP GABLE END TRUSS
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\
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SPANNING (4) TRUSS
BAYS (8 FT) NAILED TO
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I 2
, S-3
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SCALE: 3/4" = 1'-0"
REV. 3/04/04 T.H.
SCALE: N.T.S.
REV. 7/19/03
TRUSS NOTES:
45^
.)
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND
BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT
IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED
TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY
CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT
EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL
LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED WI 2-16D NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT.
SEE TYP. TRUSS BLOCKING DETAILS
"
V~
'" MINIMUM 2"x4"
I ""'-- CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
_(3) 12d
V PER JOINT
~1 \ ~1 ~.
~CONTlNUOUS BOTTOM CORD BRACING 2"x4" MIN.
CROSS BRACING DETAIL (TYP)
CONY. FRAMED RIDGE
MAY BE NAILED wi MIN.
(4) 12d WHEN IT LANDS
NEXT TO PRE-ENG. TRUSS
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.e.
EACH DIRECTION TYP. U.N.O.
r- 2x8 BOONG. NAILED @ EACH
SIDE wi (3) 12d NAILS WHEN
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OVERLAP
6"
TB
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/
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2X4 CONT. AT
T & B CHORD
SEE r---.A ~
PLAN I ./~.
-PROVIDE 2X4 MIN. BLOCKING AT
<i OF HIP/RIDGE, TYP.BETWEEN TRUSSES
WI (2) 12D NAILS EACH END TO
TRUSS TOP CHORD
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
.....A
ROOF
SHEATHING
,
TYP.
A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING
WOOD TRUSS BLOCKING DETAIL (TYP)
SCALE: N.T.S.
2X4 BLOCKING
BETWEEN TRUSSES
~L?A
.
TRUSS
SCALE: N.T.S.
SECT. A-A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
I
JACK
TRUSSES
HIP
G.T
(2) 12D NAILS -
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
REV. 7118/03
~
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VERTICAL SCAB
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WI (4) 10d TOP &
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OR H5 OR HCLRjLL
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COLLAR TIE
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RAFTER
REV. 8/03/04
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TRUSS 0 END OF CROSS BRACE TO BE DESIG ED
FOR ADD'L 70 PLF UP & DOWN TOP CHORD
DROP GABLE END TRUSS & LOOK
RAFTERS FOR O.H. GREATER lliAN 1
FOR 12" AND UNDER - SPACE OUlLOO
BLOCKS AT 24" O.C.
SEE STRUCTURAL NOTES A
NAILING SCHEDULE FO
SHEA llilNG DETAILS
.
2X4 SPF BLOCKING
PANEL EDGES W/ (2) 1
NAILS EA. END TO TRU
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ABLE TRUSS
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TO PLATE W/16D 0
4" O.C.
100 0 8" O.C. STAGGERE ·
EACH MEMBER (TYP
CRIPPLE STUDS 0 16" O.C. BETWEEN
HEADER & TOP PLATE WHEN APPLICABLE
W/ SP1 AND SP2 TOP AND BOTTOM EACH STUD
(2) 2X12 NO.2 SYP HEADER W/7/16" OSS
SPACER UNLESS NOTED OlliERWlSE ON PLAN
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
TRIMMER STUDS:
(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE
(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE
CRIPPLE STUDS 0 16" O.C. BETWEEN
HEADER & TOP PLATE WHEN APPLICABLE
W/ SP1 AND SP2 TOP AND BOTTOM EACH STUD
(2) 2X12 NO.2 SYP HEADER W/7/16" OSS SPACER
UNLESS NOTED OlliERWlSE ON PLANS
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
(2) FULL-LENGlli STUDS AT EACH SIDE OF OPENING
UNLESS NOTED OlliERWlSE ON PLANS
(2) FULL-LENGlli STUDS AT EACH SIDE OF OPENING
TRIMMER STUDS:
(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE
(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE
100 0 8" O.C. STAGGERED
EACH MEMBER (TYP
FRAMING AROUND OPENINGS SHALL BE
NO.2 OR BETIER SYP
SIMPSON A34 EACH END, TYP.
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CRIPPLE STUDS 0 16" O.C.
w/ SP1 AND SP2 EACH STUD
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SECTIONS REQUIRED
1/2" X 8" A.B.
o 48" O.C. MIN.
LINTEL
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NOTE: SEE PLAN DETAILS FOR CONNECTIONS lliAT
MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
TYP. FRAMING @ EXTERIOR DOOR OPENING
SCALE: N.T.S.
(2) 100 TOENAILS OR (2)
16D ENDNAILS EA. STUD
(2) 10D TOENAILS OR (2)
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NOTE: SEE PLAN DETAILS FOR CONNECTIONS lliAT
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COMPONENT &. CLADDING DESIGN PRESSURE
(123 MPH, 3 SEe GUST, 2.1/12 PITCH, EXPOSURE B, HEIGHT =
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(PSF)
TRIBUTARY AREA
(FT 1
ROOF
WALL
10
20
50
100
125
(GCPI = +/- .18)
ZONE 1 ZONE 2 &. 3
14.9 -23.7 14.9 -50.1
13.6 -23.0 13.6 -45.4
11.9 -22.2 11.9 -39.3
10.5 -21.5 10.5 -34.7
10.5 -21.5 10.5 -34.7
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25.9 -28.1 25.9 -34.7
24.7 -26.9 24.7 -32.4
23.2 -25.4 23.2 -29.3
22.0 -24.2 22.0 -26,9
21.7 -23.6 21.7 -26.2
NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN
ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE
LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE
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OF THE FLORIDA BUILDING CODE 2001.
3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD
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SEE FND. PLAN FOR
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SIMPSON STRONG TIE
UPUFT LATERAL
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CAPACITY
CAPAOTY
335
335
335
335
150
115
400
NP
575
NP
NP
NP
META12
META16
META20
HETA20
H2.5
1040
1205
1205
1515
415
H5 465
H7 985
HTI16 4175
MAS 1005
H02A * 2775
H05A * 3705
HD6A * 4405
LUS26 1165/1125 **
NP
HUS26 1550/ 3325 **
NP
HUS2S 2000/ 3585 **
NP
MTS12 1000
MTS16 1000
MTS20 1000
HI0 990
NP
NP
NP
585
UPUFT CONNECTION CROSS-REFERENCE
FASTENERS
CONNECTOR
7 - 100 X 1 1/2"
12 - 10D X 1 1/2"
14 - 100 X 1 1/2"
16 - laD x 1 1/2"
10 - SD X 1 1/2"
8 - 8D X 1 1/2"
14 - SO X 1 1/2"
18 - 160 X 3 1/2"
6 - 100 X 1 1/2"
(3) 5/S" DrA BOLTS
(3) 3/4" OrA BOLTS
(3) 7/8" OrA BOLTS
TA14
TA18
TA18
HTA20
HCDP
HCDP
HD2X
HTI16
FA3
T02
TD5
TDX6
8 - 10D X 3"
THD26
20 - 160 X 3 1/2"
THD26
30 - 160 X 3 1/2"
THD2S
14 - 100 X 1 1/2"
14 - 100 X 1 1/2"
14 - 100 X 1 1/2"
16-8DXl 1/2"
M1W12
M1W16
M1W20
RT16
* MINIMUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONLY
*** DO NOT DRNE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS.
NP - NOT PUBUSHED
PRE ENGINEERED WO TRUSSES @ 24" O.C.
INSULATION BAFFLE
BATT OR BLOWN INSULATION MIN. R-19
TRUSS ANCHOR (SEE PLAN)
FIBERGLASS SHINGLE
ROOFING FELT
APA RATED STRUCTURAL SHEATHING
MIN 7/16" FASTENED TO TRUSSES WI
SD COMMON WIRE NAILS @ 4" OIC
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SCALE: 1/2" = 1'-0"
USP LUMBER CONNECTORS
UPUFT
CAPACITY
LATERAL
CAPACITY
245
245
245
590
255
255
NP
NP
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NP
1030
1520
1520
2005
495
495
1415
4290
1155
3435
41S0
5235
1533/2553**
1825/3040**
2330/3965**
1030
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1030
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17 - 100 X 11/2"
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S - 80 X 1 1/2"
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6 - 100 X 11/2"
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3 - 3/4" DrA BOLTS
3 -7/8" DrA BOLTS
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95
95
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(14) 100 X 1 1/2"
(14) 100 X 11/2"
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REFER TO MANUFACTURERS
FOR ADDITIONAL
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MASONRY WALL
REV. 8/14/03 TH
THIS DETAIL REQUIRED ONLY WHEN & WHERE
SPECIFICALLY INDICATED BY THIS SYMBOL
UPUFT CAP. 1010# (LSTA24) 1302# (HETA 20)
SCALE: N.T.s.
6
USP HETA20
W/7-16D TO COLUMN
NOTE:
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PLACE STRAPS IN FILL
CELLS WI # 5 REBAR
SEE FLOOR PLAN
FOR BEAM SPEC.
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12
(TYP) I SEE ELEV.
PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
UPUFT CONNECTOR (SEE SCHEDULE)
DOUBLE 2"X4" TOP PLATE
2"X4" STUDS @ 16" O/C
NON BRG KNEEWALL
BUILT-UP COLUMN
MIN. 2-2)(4 UNDER EA.
END OF BEAM.
X 4 P.T. PLATE
USP SPT24 @ EA. STUD
APA RATED STRUCTURAL SHEATHING
MIN 7/16" FASTENED TO TRUSSES WI
8D COMMON WIRE NAILS @ 4" ole
BOUNDARIES 6" o/C EDGES & 8" o/C FIELD
USP SPT22 @ EA. STUD
2"X P.T. PLATE
1/2" X 8" "J" BOLT @ 24" o/C MAX
8"X8"X16" K.O. BLOCK WI 1 #5 CONT.
AND FILLED W I GROUT
1 #5 VERT. IN CONe. FILLED CELL
WI STD. 90 HOOK IN K.O. BLOCK
2"X4" BLOCKING
MAIN SPAN ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
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CMU BASE FILLED
WI CONCRETE SEE
PLAN FOR SIZE
RAISED ENTRY COLUMN TO BEAM
(CORNER SHOWN INTERIOR COLUMN SIMILAR)
REV. 8/14/03 TH
UPLIFT CAP. @ EA. BEAM -
1025# (LSTA 30) 1302# (HTA 20)
SCALE: N.T.s.
KNEE WALL ABV. MASONRY WALL DETAIL
SCALE: N.T.s.
6
UJUJUJ
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STRUCTURAL NOTES
6
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6.65/8" X 7" EXPANSION BOLT OR 1/2" X 8" A.B. BOLT MAY BE USED INTERCHANGABLY
6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 11/4" LONG MASONRY SCREW FOR EVER
(2) -10D NAILS
6.8 USP TA51 EMBEDED STRAPS MAY BE REPLACED USING USP KST248 STRAPS WITH 20-12D NAlLS THRU
SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 1 114" LONG MASONRY SCREWS.
6) WOOD:
6.1 WOOD STRUCTURAL FRAMING MEMBERS:
WALL STUDS
TOP & BOTTOM PLATE
BOTTOM PLATE IN CONTACT WITH MASONRY
I JOIST SQUASH BLOCK I
TRUSS BRACING & BLOCKING
FURRING & B.U.e. STRIP
-SPF STUD
-SPF STD & BTC
-#3 SYP PT
-SPF STUD
-SPF STUD
-#3 SYP PT
(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (FB)
PER NDS-2001 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI
6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR
LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST
EDITION AND QST-LATEST EDITION.
6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.
6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MINIMUM SHINGLES OR TILE
6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
STRUCTURAL NOTES
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- -.J
1) CODES:
1.1 FLORIDA BUILDING CODE (2001).
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02).
1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE
INSTITUTE (TPI) LATEST EDITION.
2) DESIGN CRITERIA:
2.1 DWELLING FLOORS - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD.
2.2 BALCONIES - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD.
2.3 ROOF OVER LIVING AREAS. 30 PSF LIVE LOAD, 17 PSF (7 PSF TIC & 10 PSF Blc) DEAD LOAD FOR SHINGLE
ROOF.
2.4 WIND - 123 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0
2.5 NET UPUFT DEAD LOADS 10 PSF MIN. SHINGLE
lIII{)lUt
BUlLDL."\G CODE CO~1JLIA1"KE OFFICE tBCCO)
PRODVCT CO:-lTROL DIVISION
MIAm-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER ~t1LDING
140 'VEST FLAGLER STREET, SUITE t 603
MIAMI, FLORIDA 33130.\ 563
(305) 375-2901 FAX (305) 37S-2908
NOTICE OF ACCEPTANCE (NOA)
CertalnTeed Corporation
1400 Union Mtetfng Road
Blue Bell, PA 19422
SCOPE:
This NOA is being issued Wlder the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Dh;sion and accepted
by tIle Board of Rules and Appeals (BORA) to be used in Miami Dade COWlty and other areas where allowed by
tbe Authority Having Jurisdiction (Ann.
This NOA shall not be vaHd aner the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AlIJ (in areas other than Miami Dade CoWlty) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted UlaIll1er, the manufacturer will incur the expense of such testing and the AIil may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
lbis product is approved as described herein, and has been designed to comply with the High Velocity IIwricane
Zone of the F10rida Building Code.
DESCRIP'IlON: Landmark 30 (and-AR) (and WldeTrack QB), Landmark 40 (and-AR) (and WideTrack
QB) and Landmark 50 (and-AR) (and WldeTrack QB)
LABELlN'G: Each unit shall bear a pennanent label with the manufacturer's name or logo, city, state and
following statement: "Miami.Dade COWlty Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed ;md there has been no
chapgc in tl}ejlpplica.ble building code negatively affecling the performance of this product.
TERML.~ATION of this NOA wilt occur aner the expiration date or if there has been a re>;sion or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product. for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NO A.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, F1orida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
I~SPECnON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
]his NOA consists of pages 1 through 4.
The submitted documentation was reviewed by Frank Zuloaga, RRC
I
NOA No.: 02-1219.03
Elpiration Date: 02/28101
,\pprovaJ Date: 03/27/03
Page J of4
6. LABELL.'\G
6.1 Shingles shall be labeled with the Mian1i.Dade Logo or the wording "Miami-Dade County
Product Control Approved".
7. BUlLDL""G PERl\UT REQUlRE.~IEN'rS
7.1 Application for building permit shall be accompanied by copies of the following:
7.1.1 This Notice of Acceptance.
7.1.2 Any other documents required by the Building Official or the applicable code in
order to properly evaluate the installation of this system.
DETAIL A
Rake
Edge 1-55181
CERTAlNTEED LANDMARK 30, 40,50
All dimensions shown are in inches
....55/8,
~.~=
I j 1 ~ ~
k' i-~11 114- -.
~ /~ m
:-1-111/4 -<>1
- I
r-
r 5 5/8~
---.....
161/4 "1
-55181
27 112-
....5518...
331/8
~
+
Starter
Full
Shingle
....
'"
.... - .-
Eaves
I
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8
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XOA No.: 02-1219.03
Expiration Date: 0Z/28/07
Approval Date: 03/27/03
Page 3 or 4
ROOFI~GASSEMBLY ApPROVAL
FILLED CELL WI
#5 VERTICAL
(5) 1/2" DIA. x 8"
"J" BOLTS
Cat~1?orY~
Sub.CatE'Ron~
Materials
Deck T)'pi>:
Roofing
07310 Asphalt Shingles
Dimensional
Wood
./
CONT. WOOD TRIM
I
r.~ (.~r
1. SCOPE
This revises CertainTeed Landmark 30 and AR (and WldeTrack QD), CertaJnTeed Landmark 40
and AR (and WideTrack QB), CertainTeed Landmark 50 and AR (and WideTrack QD) Shingles
as manufactured by CertainTecd Corporation described in Section 2 of this Notice of Acceptance.
2. PRODt'Cr DESCRIPTION
Product Dimens[ons
1::>- _
l.
'11'"
II
I
2"x6" P.T. WOOD JAM
DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER
TYP. GARAGE DOOR
Test
Spcdfications
Product Desnfption
Certainteed Landmark 30 and 13W' x 38 Yl'
AR (and WideTrack QB)
Certainteed Landmark 40 and l3W' x 38 W'
AR (and WideTrack QB)
Certainteed Landmark 50 and 13 W' x 38 Y4"
AR (and WideTrack QB)
Accessory Shingles various
PA 110 A heavy weight, 2471b/sq, dimensional
asphalt shingle.
PA 110 A heavy weight, 264lb/sq, dimensional
asphalt shingle.
P A 110 A heavy weight. 296lblsq, dimensional
asphalt shingle.
proprietary Accessory shingles for hip, ridge and
starter strip applications.
J
,
TRACK MOUNTING DETAIL
3. EVIDENCE SUDl\IITIED:
Test Al!.encI
Underwriters Laboratories, Inc.
PRI Asphalt Technologies, Inc.
-
'fest Identifier
Test Name/Report
Date
VL 790
PA 100
04/02/01
01/12/01
11/12/02
11130/00
11108/02
R684
PCfC-O 1-02-0 1
crC-006-02-0 1
94NK9632
02NK42448
Underwriters Laboratories, Inc.
Wind uplift resistance PA 107
4. LL'UTATIONS
4.1 Fire classification is not part of this acceptance; refer to a current Approyed Roofing
Materials Directory for Hre ratings of this product.
4.2 Shall not be installed on roof mean heights ill excess of 33 ft.
~_ INSTALLATION
5.1 Shingles shalt be installed in compliance \\lith Roofmg Application Standard RAS lIS.
5.2 Flashing shall be in accordance with Roofing Application Standard RAS lIS
S.3 ]he manufacturer shall pro.ide clearly written application instructions.
5.4 Exposure and course layout shalt be in compliance with Detail W, attached.
~.S Nailing shall be in compliance \vith Detail'B', attached.
f=IGU~t: 1: f=LAel..HNG INeT ALLA liON
I
""" ""'''NO _<,
!il'i.~
'Ir~~
l~
DI.ER~-R / "'~
R..A5l-<N(i ~
lilli! lilll'l:l [!!lllliiL
XOA No.: 02-1219.03
Expiration Date: 02128/01
Approval Date: 03/17/03
Page 2 of 4
A6~t.Lt 5EA~Nt,
EXTEND l1iN. 01' b'
OJ' ~,C~ 0: FLA~I~
,''1,11; 6>
DETAIL B
..
12.~
38 3/4"
14 3/4.
-
12" ---
~GE
-- - 1.
1-~
_t
131W
~IAJ
~
"
'fm
61/8
L
m
I
5 5/8.
Exposure
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LANDMARK 30, 40. 50 (AND AR)
1.. 383W .....{
'/ / / / / // / / / /7//7// / //R.~.ase Tape/ / / // / / / / / / / / / / / / / -1
Nanlng .rea for "low 8<1lf .tandard" slopes (from 3.5:12 10 21 :12)
, Nat between upper & lower nail 6nllS. ,
WIDE - -{ IF 1" 12" --~L 143/4. =I 12" '" --::.{ lfil13 1/4"
NAILlNG-- ~ r- JIB: JiD, :a 'f I
AREA ~ I 7112"
5~ ~
EXPjUre
lANDMARK 30, 40, 50 (AND AR) - WIDETRACK QB
(low and Standard Slope)
FIGU~E 2: WALL FINle~
! " --- 38 3/4" .....{
// / / / / / / /77// / // / / / / ~~:,~a:.e..,r:~,L/ /77777// / / / / / / / /, -f
NaJllog .re. for .,toop. 510pel (l/feat..1han 21:1 2)
NaY belween bottom 2 naU rones. 13 1/4"
14314. '. 12"-'"
/'\ 1" ....-j --..
f
6 1/S"
'L
12"
-- i-- 1"
7\
~
I
5 518.
EXPoiura
I
., .. .'
.. .'.
, ".Il.
" ", ",
. \ ,l.,
LANDMARK 30,40,50 (AND AR) - WIDETRACK QB
(Steep Slope)
.. ~". ;:.
, .. \' . ~
.' .. ~ (
~. . . ..... .
,.... ,1 .
.. ~.. ~ \,
END OF 'flllS ACCEPTANCE
9
' '"
. ~~~.
~-
XOA ~o.: 02-1219.03
EJpiration Date: 02/28107
J\pproval Date: 03/27/03
Pa~p 4 of4
1/2" X 8" A.B.
W/2. WASHERS
SET IN TYP.
FILLED CELL
MIN. 5 PER
JAMB.
,,~
'-~
"'"
P.T. #?
Syp 2" X 6"
@.
/'"
~
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OVERHEAD
SECTIONAL
DOOR TRACK
WI 3(8" X 11/2.
STEE LAG
BOLT WI
WASHER. MIN.
6 PER TRACK
TO JAMB.
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L FASTEN PT 2X NAILER TO MASONRY
WI 3/16. X 3" TAPCONS 6" FROM
ENDS AND 16" O.C MAX. FASTENING
TO WINDOW TO BUCK RESPONSIBILITY
OF WINDOW MANUFACTURER.
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FICiu~e 3: CO~NER DEl AIL
FLAeJ-lINGJ INeT ALLA TION
U!~ERc ROOF Ma:T~ vERTICAL WALL
R<.lOf C~ET:
WN; :1.'1 'A.UP~
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FLASHING DETAILS
NOTE: THIS DETAil IS REQUIRED
AT ALL VERTICAL WALL INTERSECTIONS
WITH ROOF VALLEYS !o ROOF CRICKETS.
FLASHING DETAIL AT CRI~KET/KNEEWALL INTERSECTION
cu.<<' :~)4""';.","-H'~\"D (NO SCALE)
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'flt'.r"I""'l'~~'l\"""'~'t"t"".
. :.: ~::. ;;:. ;::. ;'::. ;'::. L ~:. ~:'~:,'... ;'.: $": ;..:: :..:: F: ~.:: ~:.:: ~":: ~':: ~:.:: ~':: ~':: ;'::~.:' ~.
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:', l\:" ~'. ~~,. \1';"~'1~".t\.'.-:"jo'."\,",:"..!'~;.\'t"',':',~."{' ~(t:'.:'
.' . ",.' t 1 \ ~ :~. ~\ :', ~', :\ i', ~~. t' ~', ~', (\ [\ :\ f\ l\ ~\ ~'. ~t ,t....
,~. ~IT''l' ,l.., .' I"" I' ,".f ," ." ., ".".,T .l'..; '~''''V'1f'
" ~ ",_' ~ ',' "". .i'~ ~ \ i...., ; '\ , \ ~ \ : \ ; \ ; 'f, / \ ; ''', ; \, ~ ,''', i:\ ~.\ ~ ,\ J " ....
" ~ ~ \ ~ .. !: \ \ ;.\ i'" ; ''l', ~ \ I'. ; \ ; \ ;... ; '., ; \. ~ \ ! f( ~'
';",: ;'1: ;':.' "1, ~.... f.\ $.\ ~,\ i.\ i,".$.\ ..... ".
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LAST PLOT DATE
Mar. 22, 05
MASTER SIIINGLE APPLICATOR'S MANUAL
II
.4
............
LAMINATED SHINGLES
WlR OBjECliIB:
To learn lbe correct procedure Jor illslallfng
l.mninated shingles.
UNDMARK~ SERIES, WOOOSUPEll SERIES,
UNDMARJ(~ 40 IR AND UNDMARtr Tl
Ihese shi.nf;les are built Oll a liber glass base to prol1de a Class A
rue resistance rating, Wind \\'anantles are graduated according
to the product's Wa1T~Ulty duration: .\ 30-ycar shingle pro\'ldcs a 70 mph
wind wamully, a 4O'year provid<.'S RO llIph, a SO-year provides 90 Inph
and a Urni{('d-Ufl.time duration is warrantl>d up (0 110 mph.
MHE: The wind warranty lncreal'cs wben falitl'ned with six nails in
the coomlon bond area iru;tead 01' with four as follows (Sce F(f;ure 15-5):
. 30-year increa.~es to 80 MPII
. 40- y'car i n(;1'ea:;es to 90 ),1 PlI
. SO-year int:rea.~cs to 110 MPH
(Roofing cement is not requirL>d, exn'pt 00 ~tel'p slopes.)
* ~'ood..'Cape and I.andmark shJngJes have tbe installer-friendly
WideTrack QB'" feature, whJch prol1o('s 11,y Ilide nailIng area and
specially formul<aed Quadra-Bond laminating adbc'Sive (ICe FI!;lJYe 15 -3) .
* Laudmark to LR - the LR stands for Jmpart resistant - is s~da1ly
manufactured with a reinforced Ubtrgiass scrim to met1 n H 18
Class 4 impact resistance rating and it is also algae resi~uUlt
:\O'J'E: Lmdmark 40 lR lIIust be installed OIer a clean deck (no
roof-ol'e~) (0 obtain the lU218 rating. It is strongly m;Umllll1Jded
that impact resbtant cap shingl('s made from Xl 50 IR shing.les be
installed on all hlps and ridges. Some insurance C:UTiCfS lUay oot
consider the roof system as compliant to l'L 2218 Class 4 without
il1'pact resbtal1t cap ~hiJJgles
J,aodmark TJ, is nni,/ue oc'olUse il~ palfnt('d rri-l.aJl1inale~
d('sign combines three lay('t; of malfrial to prOlide a dJ'amatkaJly
thick shingle \l'ith a wood shake style.
With tbe exception of Landmark 11., c1osed,cut valkys are prefmed
by CI:rtainTc'cd wben applying these shlnglcs. Open \'alleys are
recommended wben applying Landmark lL; boweyer c1osed.cut
l'aIlcJ'S are aJ:;o acC('ptable. Woven valltj'S are nut recommended for
Landmark n because the lit IJUllinated sblngle can buckle and
become damaged when shaped into the vaHey. :-iails are required as
fa.steners for Landmark '1'1., staples are 1I0t allowed_
HI..\D.\RD OR SIlEP SLOPE l~DERI.\nIE:'iT: Shingle
underlayment- lIl('("ting ASTM D4R69 T}1)C L standard~ is suggested.
CertainTeed's Roofe~' Sdl'(t'~ ShJngleFdt'~ or RoofWrap ,. is
preferred.
LOW SLOPIl u:\DERL\\MEXf: One layer of Wln(erGuard~ or its
e<{Uival<.1Jt-, or two laym of 56.' (91; nun) ",ide fdt ,Jungle underlay-
men! lap~d 19" (185 mm) must be appUed over the entire roof.
HtPORH..'ff: "fien instalUnfl l.andMark n on low sIop('S, one layer
of WinterGuard or an equi\'alcut waterproofing shingle undNlaymeut
138
,.
FiguJ'(' ];.10: . Fil(,' Gf)(irse Dk/{fJI/(t/JJet/lod.' illslallil/k).'l sdxmafic
fI
II
'-\ -
For capping hip and ridge. apply CerlainTood
"Accessory" shingles of a like color.
/ .h~-
K""~' ---<,-, __ ~ '\
<~~....,,"'~, -- .
~
~~
~-==:i~
~--
.L .
./ / '.,
_- ~ <);\ 't:> '!)'
. '\ <\'" ~~, t:J~"'<;"\"'--!
\ \ \\)\>,~~ ::-::..::>,
\ --.
-:- - ,"',...<;..\ 1
\':,<;..~'O\'$~ 1
1
6
~.-
\
. ~~,~
~~, ~?i.-\ "'\ <;,'
\)"'" ~:.~ <;..~'-~\\\\\~
'is ~'t",,1t;
-:.1.'-
~~
\ ~~~~
\..~~
....
,:.<
!
~
1!l
~
....
~
~
;;:;.
~
f
j
~
!
~
~
j
.-
::i
~
FASTENING
~
Sh 19l1'
""
Proper
Nailin~
II1lls1 he applied o\er the cnUn' roof. Appl)lllg tllO la)crs o( felt
shingle underla)ment is not an ace('ptable altcrnathe to
WintcrGuaro. One layer of shingle underlaymclU meeting ,\HM D'I&JQ
applied owr the required \l111terGuard i~ lliso rewmmeod('(\.
LOW AND stANDARD SLOPE
ENGLISH DIMENSIONS
SHEP SLOPE
.............
1ST un R."E: Apply a fuil shingle at thl~ lower left C01l1t'r of the
roof. ~L'lke the lower edge and left edge lie flush with the edges of the
starter c-ourst~ (tlgure 15-8).
",,-t. -::;t'.f'!:;::-~
_~---c-/-J'C::- \ '\
~..:~ '\ \
. \/~~,~~\ \--~~
___' '" ",,~\:$l, _-----n~
'$;t. "('{?"~\. _ _ 0 .k' \
\J~~"f _ ~ :::--.(~ ~' \,<'j-) ~~\ \ (-' \
- - - n,"~'" ,,',~ ,<S> . " \
..~",\,..) ~~,~..r;:.~'..:~.}a ,\f>l"-.t.. ,~ >, \
cg,__~~\-~~::~~'~C::~
"+""+-~"'5 \.. -~
. - ~ ~ -------
I~'~~."I\ ~!~ S ''P_--",~/
, '*~,. \,~\'tS;.~.,\~ /: _/"---
.. ",<$>~~~~,... I II 't---:. /
(P.~ \ ,~,~.~' \,~. \ \\ \ '
,?';f'-" , \\ I,
Figure 15-8: ANil.l'i/lg the/in15 CfiUI7>"eS on a slandard slupe.
ONE ClEAN-DECK APPLICATION METHOD
FOR ENGLISH DIMENSION SHINGLES
~
FIVHOURSE DIAGOttAL MEtHOD
(.SEVENS AND FOURTEENS")
PREP.\Rlt\G THE DECK:
. Apply underlayment as requiTed, CertaJnTeed suggelits that a
layer of shingle underlaymenl be applied. For lIL fire raUng,
underlaYlllCIlt is generally required. Apply flat and unwrinkled.
. Soap horizonlal aod leJ1Jcal rbalklines to assure shJngles will
be conwtly aligned. Expose all ~hil1gles 5' (125 mm).
l"se six nails and four spots of asphalt rooCin~ cement for eYery full
laminaled shingle. &c below. Asphalt rO(,fing cemellt should meet
.~SlM D45S6l'ype [I. Apply I' spots of asphalt roo[mg cement under
each corner and at ,tbout 12' to J 3" in from each edge.
12" 12" 12"
i -(305 lI'rn)-" -- (305 ITH)-'" -[305 rnrn)-"'I
Ilgl.re 15-2: ['roper and intpro/It'!" nailing.
CroJked U,Iier-
Or',e1
O.,er"
Ori-ter
-. 1-1"(25 flfT:)
LOOT
,,601"(21'12)
STEEP
Slope Applkat 0,'
1 {Jver 21m)
I t -;j' STANDARD
I I I · '... """""'"
! [I i ',\2 JD 1021112) ..<1B51"\41'2)
i . V ~ low Sk~ A;1oliWlior (telcw i,'12)
I V lDW- .<.951(2/12)
~-IiiiiIld- -" ~oo ".OI.I\.P. ply Shingles
Ij ~ ~ Below Zi1Z Slope
,,0]"(0/12)
Figure 15.1: Slope deftllitlo1i,l.
THE ROOF DECK' 'llSf BE :\T LEAST: 3/8' (9.S mm) thick
plywood, or '/16' (11 mm) tbick nOll I'eneer. or nomJnall' (2;
rnru) tllkk wood d(lck.
COJ.D \\RATIU.R Cl.IMXIRS (liL SLOPF.S): Applying WinterGuard
or its cquivalent- is strongly re\:ommended ",bel'CI'er there is a
possibility of ice lmild-up.
.USIIl'lG: Corrosion-resistant Gashing must he 1I5(>d to hdp pre\.ent
leaks 1\ here a roof met'ts a wall. anoth('r roof, a chimntJ' or oth('r
ubjects that pl'ndratC' a ruof.
SE.illI\G: Shingle seaUng may be delayed if shingles are appUed
ill coolweathcr aod may be further delayed oy airhorne dust
al'rumulation. If any shingles ha\e not seak>d ,uH:r a rl'a.s<lnablt,
time period, hand sealing may be necessary.
CAlnOS: To prevent cracking, sbJngles must be suffkiently warm
to allOIV proper forming for hips, ridges and valleys.
\HRR,\I\n.: 111e~ shingles are lVarranlt>d againstlllanufactut1l1g
defects and covered by five years of SUJeSta11 protl'(tiou, excl'pt
Land.\iark TL which prol'ldes tell years of SureSt,U1 and indudes
covnage for tear.off and dbposal costs. See the wanauty itself for
specilic detalls and lirnitatiolls.
~
*
for
"1.f~ .. . -
_ ''; ~L __ _
NaP Area for
StBap Slopes
FRONT
BACK
UNDERSIDE
OFTOP
LAMINATE
LAYER
~s
...
II :!
]: S.1iI ~ lit
:; I~U 'a,g
C J!I5.<:..
~ i<~ .!.3
PiRure 1 ;-3: Indclhldl Qlr.[eafures a u'id<~ ,wil arm !/lId
e:dril.;1rollg Qrwdru.l3ond construction.
FOI technical questions, Information on acteplable
alternative application methods and maleria[s.
or a copy 01 the produGt .....arranty, contact the
sources listed below:
Your supplier or roufing applicator
CertainTel'd Home Instnute
Cerf.ainTeed Fax.on.Demand
CertainTeed-RPG Technical Services
,/
,/
./ ./
800. 78Z-8771
800.941-0057 oJ
800-345-1145 "
ENGLISH DIMENSIONS
'14-----131/2" --1-9'-... -13'/2.' -..:
1345 11m). ! (230 runl (345 mm). '.
-10'12-~ I 1-10'/2 -...
I (265 nm) i I I (265mm):
1" : ! Scalant I I 1"
-.I-(25mm)i : J I I (25mm)-.j -
....---::-:- --+-l--~
(251,~~j~ '.~ ~ ~ ;1~n)
L_____J.Ro{]!in~.~elTlent _______...
f(25mml-"'1 ---
~ ~ ~~j ~
MHRIC DIMENSIONS
13" 123(4" 13"
1-(325 rr,m)-. -(319 mm)-'" -(325 mm)-"'I
-.U:"f~5'::fl1: _ ~at_ 1"~5':11.::j---
~~J ~.~ .~ ~
* WldeTrack QB
MEtRIC DIMENSIONS
<.,,\,>\'<:>\
.' '.,..
1: . ^~ \."!.~ 0
:'.. - \::--
'-13.'/2"-. "... --11;i4...._13112"-~
(345 n1ml (299 mm) (345 mm)
.-101/2'-.1 1."'101/1"
(265 mi) I (26511m)
l' I I Seaian1 I I 1"
-... :-(25mm)1 1 J I 1(25mm)-.j--
~.... - - -I-.!:" ~1 - --+~--=-: - ---::.~
1',-.114-
(25 mm) '. - - - - " ~
f . i Roofing Cement
13" 123/;t 13"
1-(325 mm)-'" -(319 mm)-. -(325 mm)-.,
I-f' (25 mrr) Re!ea.)~~ 1" (25 ITlfrj-l -
r
1W'
N31able r
Area
- .
~W1~~
LANDMARK n
-1"
(25 mrp)
* WideTrack Q8
'-13.'/2." -.'_113/f'._131/2"-~
(345 m11) (299 nn) (345 m11)
-10'/2'-'"'1 1-10'12.'-
(265 mn) I I (265 mm)
-. '''1 '2" 111m) I J 11 (25n.m\".... -
I . v . I I RehY'dSe T?.j)e (I . I
Nail !,rea .
for S~~~!p ~]" ~ ~ ~ -1'
(25 mn) -f:-~ 125 nlln)
. · Roofin~ Cement
~____""_____.H _."._ _.__
13'/2' 13" 13'12'
1- (343Tlm)- ... --(330 '11M)-'" -(343 mm)-"'I
1-1" (25 mm) 1" (25 mm)-"'j -
~ ~ ~~ -- ~
Figure 15./- ['$<' four lIafrsforen'l"YfuO sbill[;le"
G1x1f'ter 15 C Ii R r \I ;'oj 'fE Ii 0 S H I ~ G I. Ii \ P P 1.1 C H 0 R' S ~B ~ U .\L
--
-~
---/.-.--.-,.----- --- ---
--._~,.-.~:. - ~~-. -~----,.---~
-- _. _ r
I
.1
I
I
I
j
t
I
I
1ST COt RSE: "Ipply a full shingle at the lower ldt cUl1ler of the
roof. Make the 10w1'r l'dge and left edge lie Ilush with the edges of tlle
sta11t'r courst' (F/)I;II re 15 - ! 2).
~-~
,,",,,'/I _. --z'~-~
_.\-.-,"'::J~::>
A". ,,,1--cyi}. . .\\
I\,'\ . ~~-------~("\\~.. . \
.'\~~- \.
\, ('~ ,,\
, .' .< '';\~'" sy--
~\ '0<,,"," \.
".\.,,~-~'~.... ,,"I:;""''.~~'~' 0 ~;g;\
"P~"' ~.' _~_. ~~ti~
'c"~ \. _-:- ",,,C$>' \ \
\: ,-- ~'C:,~~....~ ,,'\,~\..~ '~\
~\~. _$~. .\,':,.~"\~':\"~"\'~ <.1>""".. \\\ .
... (I,."~ ~~,:;..~
..~ ...--:. '~,::;P"~' ...
"...,4~~~ ,'-" ~ ,~~~:...",:/~
---- -i\~ 'Il' - ~ /-~-~/
~;ll'n"'~"'~'\ ~~/
l.". '.~i't. '...~~ ~~\ '"'. "~"~~;"---
---'';~~~ 9" .-~/"
---- .1.' ~ '1".' ,"'-::::-----
'4}:':- l~..... .-~-
,'(>~ i ..~'t'1 '\ /
.,.,.. '. "",.. II I
'iI>'...~.'.'):"-'" \ I
ii';';~ . Ii \
, .1 I
Figme 15.12: Np~'I/lg tbe first 5 courSt'$ ojJ/etrfc dlltW'ISklll.
Sole: l1Je lrmd:\ulI'k lL dimensions differ (see insfrudiwis !xlow)
.ao-......~
1 _----
-........-:1"":
- -:;;_- I
I
I
_.. I
;:
:"\
2:\0 lllROl'(;ll 5TH COlRSES:
1
1
I
'1
I L,f)y
1 011 S';I:'p~
I S/i?<i'I%:S
1 Q'/ea.,7, C'/ '-001
. _ <7/7(/ ~'-oss v.
:-l._ Old,' ~17(0 /~ illl",y
I '/o//Jio C'
I Cl11e.7'St 'f;.~r..Of il/ea . '-_
I 30.; ~
I OlJa 00).
I <" <5'(/6'Ql
.;> (.:'0 .~.; s~/
:>.0';';>1//,00) With 17.949 Ii?
_!!OI/17/J C's/rw !J
C6"71el?/ 17/
-Co.
d,: 'I,? "(:'0
t/.o:::Ollill(y ?';70)
&,' "''-Co 11/
/'17/111'\7 0."',- 0/
s~llilJl6'
CA.lT10~1 Failure to follow Inslruction Sh'ps 1-5 below will bring
le.lnts too close tog(>ther and m<l.~' cause unattractive patteros!
I. Cut 5 ~'8" off the left C11d of the nr~t shingle and S:l'ie this piece for
lalt~r IIse. ~pply Ill(' .i.i I,'s' CH~;j;' for l.amlmark 11.) long pkcl' Ol'tr
and above (he fu,ICOW'Se shingle. !.eave the bottom 5 %.. tab portIoo
of the fi~t"course shingle exposed (F(gure 15.12).
2. CuI 11!;f' off the llrst shingle of the third course aud saye tl1is for
lain. Install the 27 V2' (~8l;i' for Landmark TI.) loug piece oln
and ahO\e the ~(~COnd'(:oU1'bC shingle.
3. Apply ~1e preliou~ly rellloved 1111\' long piece over and above tbe
third-course shingle.
4. Apply tbe prel'iously removed 5'/~" long piffe froUllhe second
course over and aboye tbe fourth"course shingll'.
5. Install a full sbingle against the right edge of eacb shlngle in
cou~ one ~ll'Ollgh file.
co~nl\n\G IP mE ROOf:
l. B('glnning again \\ith a full shingle, n'peat tbe Ow-course pattern
11 p tbe left rake.
2. Pill. Jo courses across the roof in a stepped diagonal fashion usinil
full ~hingles. Do 110t !'Un courses straight across.
IMPORH_"iT: Do not align joints of ~hjnglcs doser tbml 3 Vz' froO!
one another.
<t
Figure 15.11 Hir,:bligbl of closed"ut l'lIlley del(Iifs.
III
Clx,/Iter 15 C I! R U 1 \ TEllO S H I N G Ul H P 1.1 C H 0 R' S ~B ~ II H
ClJapter 15 C E R fA I ;'oj TEl! 0 S If I N G LE H P LI C .H 0 R' S ~B:'i l' H
...........
(HIMNEY flASHING
..........
Melal Slep flashIng
~-
" '.,'
f ,,' .:,':' II
2"(50 111m) -' ::':'.' 7
M'niITlllm : . . %0 rnm)
'1--1 Minimum'
3' (75 mm)
lAinimurf'
Figtlre 15.13: SII'Pflasbtllg minimum dimensions.
''10111: lJse 7'il&' or more for Metric dimen!.ioll and
l.andMark n shin~es.
Fold down - ...
cOljoler Ilas'Hg
over Sl3p IlasriltQ
~J--[~:":~JL~. 'II, .=c[=
f~Jr:~ ~~;::.~.::... ':~"t".t'
:1.. .... .~ (;1707177)
COUnlerJt /~ .... '. tl'~'~~!P~-
f laShlrlg I I _ II
I -
(/: ----
-Fas:en
Flashhg
To Roal
\
~ 0--
~T-:;! ~
':He ~L:-L.-:.J T - L :I-r::I;
~:_ _ '~~~-L~~ T 7j ~
I -- ~.Z ~LI7
..., _f--..r"""J7
~r~u~~~- .;2~/;-/::: -L~. 7:
- . - // -L 1':
- / -. ~
Figw'e 15.14: F"'sNn?, (jiYJImd a cbimney.
.~
----
. ().'l.~~
\,-()()'
2~D TIlROIGII 5111 COlRSES:
c.\nIO~1 Failme to foUolt' instruction sH'ps 1-; below will Dring
joinls too close together and may cause unattractive patterns!
I. Cut 7' off the Icrt end of tile first shingle and ,ave this pil'ce for later
use_ Apply the 29' long plt'Ce over and above the first.course shingle.
leave the bottom S' tab portioo uf the fi~1-course shingle e~pos~d
(Figure 15-8).
2. Cut 11' off tbe firs1 shIngle of the third course aod save this for later.
!nsf:tlJ the U" long piece ovef and above lhe secolld-couP.'e ~hiJlgJe.
3. ,~pply [he prc\'iously reIllol'ed Ii" long piece o\'er and above tile
tllird-course shingle.
4. Apply the previously rCIlloll>d 7" loug piece from lhe S<.'{ood
course over and abol'e tbe fourth course shJngle,
5. Install a full shingle against tbe rlglll edge of eacb shingie in
cour$CS one through five_
CO~lI:\U;'G lP IIlE ROOF:
1. Beginning again with a full shingle, repeal the l1ve-course patlt'rn
up the left rake (figure 15-10 - see BOil Page 11 f).
2. FilI.in coursl'S a<:rllSS tbe roof in a sll'pped diagonal fashion using
full shJngles (Figure 15,/0 - see ,t and B 011 Page 1fi). Do not
run courses straight across.
DU'ORH-'~T: Do uot align joints of shinl!Jes c10str tllan 31/2' from
ooe anolhtf.
Figure 15-6: Standard ,'lot>e IIl1der/a)1mmJ and slarkr driP edge eft'fairs.
SL\RllR COl'RSE:
1. L'se CcrtainTet>d Starter (pre-cuI 10' x 36'), or m:e S[;Uld,lrd three-
tab self.seallng shingles with the lower 5" tab portions remol'l'd to
prolide ~tarter shingles tIla! arc 7" in height (riglll'e 15-7).
I. 36'(915m11) J
I Full LenQ:t -I
L _ _ _ _ ~":S~'~ _ _ _ _ J+OCI
r 'i "l - ,
IRe 11 0 V e:1 the s e P:ID r t Ion S I
~_____J______j______"
LANDMARK Tl
'- 15" -10"-10''--.- 15" -~
I. (381 mm) (254 mm) (381 mm)
- 12" -.-I 1- 12" -
! (305 mm) I I (305 mm)
r' I 1 I r
-... 1- (25 mm) I 1 , (25111'1"') -.j --"
'. Iii I I
1"1~~ ~ ~.1"
(25 m~jlt~~~_~. '~R~~_~g Cem,ent __ _ ~_ f(2.'i mm)
Figure 15.;: :!fake slarter sb{nglc5 bJ' remol'lng tbe 10lrer 5' labs.
2. For tlle fin-t starter, cut T' from one side of the starter shingks.
3. .~pply the 29' piere to the IOWtT left COl11fr of the r<x,f. Make sure
tht'l'e is Ill' owrhanging the rakes and eaws if drip edge Is being
used. If you arc not u~ing drip edge, make the overbang Vr'.
4. Use full 36' long. 7" wide staJier shingles for the rest of the course.
Figure 15-5: [\'e ~i.'t naiLr andfouF VXJis of
asphalJ rf}fljin8 cement on sl('tll s"~'!es.
CAl'nO:'l: E'\Ct'Ssiw tL'ie of ruoftng cement GUl callse shillgk~ to blister.
B9
110
...........
ONE ROOF-OVER METHOD FOR
ENGLISH DIMENSION SHINGLES
---
PREPARING THE ROOf
SURFACE FOR REROOFING
. ~iake tbe surface of the old roof as smooth as possible by replacinA
missing shingles. Split anr1nail Oat all huck1c,l rafsell tahs and
curling shingles.
. lI's a Aood idea to cut old shingles back flush to the rakes
and cavcs.
. We suggest that you apply corrosion"resbtant drip edge along tile
rakes and eal'es, coyering (he edges of the old shingles. This will
provide a uniform and straight edge tllal \~i11 help pn'\ent water
from se('ping under the shingle edges.
UNESTlNGIO COMBINED WITH THE F1VHOURSE
DIAGONAL METHOD ("SEVENS AND FOURTEENS")
:\011l: Nesting i~ preferred over "bridging" mctllods when rerooDng
because nl'bUng sb(~tls water be~1 and looks better. \esting, a.~
described below, I~ an e;u;y <lj)plication Ol'fr square-lab a.sphalt strip
shingles with a 5" exposure. U you are cOI'ering a different !:pe or
size shingle, you may nced to rut back the tah~ so that nesting is
poSliible. To tkJ this, simply nrt off the leading edge of all old ~hillgles
when they are lapped less than 21;l . by tlle new shingles. Tbis permits
a Oat nested application (hat avoids lifted edges ant! slumps,
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Figure 15- 15: FfI'6-Course Dfll!,1(n1a~ ,ve\~I('d.
SLUiTER COlRSE:
1. Remove the tabs and the top 2' from standard sdf-I't'aling
shingles, lea\'ing S' by 56' ~lrips.
2. Cut i' olf the length of tbe fin,t >trip, apply the 29" rt'maining piece
over the old first cotu'Se althe lower left eomer, overhanging the
rakes and e"Jl'es 1;2' if drip edge Is used, or 3/\" if no drip edge is
used
3. Continue with full.lengtb sta11er shin~es along the eal'es
1ST COlRSE:
I. Tbe first.course shingles are made of full LandMark shingles with
2' cut off the bottom of the tabs.
2. Align the first-course strips with the left and lower edges 1Iu.<b
\\'ith the starter cour,e.
lH
141
Cbaph'l'15 CERrH~TIiEO SIU\GLR\PPLlCHOR'S MHlH
CbajJler 15 C I! Rf .\l :'iT I! B D S III N G L B AP P L1 C H 0 R' S .\H N U .H
2:\D THROI (;If HII COI.KSES:
C.4.UTlO:'il Failure to fol1o\l' instructioo stt,ps 1-5 btlow will bring
joints too cluse together and may cause unattrartive paUl'ms!
1. Cut 7" off the left end of the t'iTh1 shingle and saw tbis piece for
later use_ Apply the 29' long pie\:e over and above the fJrstcoul'se
slung/e. For this and all suc<:eeding courses, U/igll the lOp edge
of tbe shingle 10 he applied \lith the hottollllodge of old shingles
In tbe next course. Exposure of first cou~e only Is reduced to 3"-
l. Cut 14" off the firs1 shingle of the third ClJu~e and save thL~ for
later. Install the 22' lonl'( pie\:e ol'er and above the second-
cow-se ,hingle.
3. .\pply the previously removed 14' long piece over and ab()\'e tile
lhird-('ourse shingle.
t ,Ipply the prl'\iously removed 7' long piece from tbe second
course ol'er and abol'e the fOUl1h-course s!lingle.
S. ln~tail a full shinf;le against the right edge of eacb shinf;le in
courses one through Ihe. Rl'l11ellllwr thai course onc shingles arc
unly 10' \\1de.
COXIlHIXG l P HIE ROOF:
I. Begiuning again Iloitb a full shingle, n'pfat the t'ive'<:ou~e paUel"O
tip tbe left rake.
2. Flil-in courses across the roof in a stepped diagonal fashioo using
full shingles. Do flOt run courses straight across.
IMPORl~"'T: 00 not align joints of ~hinsks c!os('r than 31/l" from
one another,
..........
ONE ROOF"OVER METHOD
fOR METRIC DIMENSION AND
LANDMARK TL SHINGLES
..........
The same m(.tllod us<"d for clean.dl'Ck applicatloll of Ih('Se ~hingles are
used for roof.ovet;. Application of (h(;:;e shingles ou,,. English dim('n-
sion shJnf;les Is oot recommeoded - due to the high cost of workman-
ship ~Uld greater risk of work('r error.
..............
HIPS AND RIDGES
---
SHADOW RIDGE- ACCESSORY SHINGUS
FOR HIPS AND RIDGES
Shadow Ridge shingles have an aCCl:lJled shadow line tbat is designed to
complement th~ ~hingles. Simpl)' fold along tbe pre'cut lines and
detacb indJvidual cap pIeces. Sa\'e valuable in~iallation time compared
(0 cutting 3-tab shingles.
---
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FigUJ~ 15 -16: Shadow Ridge accessory sbillgu'S de/(i<:b easily lroll/
tJj/'('e-ph't? lillits to make ~2 Indit1dllal cap pieces.
Chu{Jler 15 C E R T :\1 ~ TI! E 0 S H I ~ G L E .\P P LI C AT 0 R' S M.\" l' H
TbtTe aJ'e 24 three-piece t!Oits in each Shadow Ridge hundle,
pro\idJng n individual caps that will cover 30 linear f~et (33.\/4
Unear fe('!, Metric) uf a hip or tidge. Each Engli~h dlmen;,ion n,p
piece is 12' by 12' (~fetric caps are U 1;4' by <) elf) and fe:ttures
clipped corners un tlle botto11l edge of lhc e~p(lsed portioll.
'10IE: Earh Ulp 11a5 a la~inglalignment notch at the top edge to
ceoter the piece on tlle ridge line, an.d two notches Oil each side
to indic;lte the Clirrel'le~posure aud shaouw-line placemellt
(Figure 15.19). The side notches of the cap bein~ applied should
be alignlod \\ith the top edge of tile prCVi(lll~ly applied cap.
.\PPUC.\TIO~ IS\S rou.ows:
I. .~ppl)' shil1g1e~ lip to tlle hip or ridge on b<)th sides, th~n trim
flush.
'101E: rhe fa:;t course of ~bingles ~hould have an e.>.posure of
S" (55/g' for mdr!c) ur less 1\11("11 the shillSll' (<Ill or ridge V1~llt i~
fastened io place. Otherwi,e, a potential watt'r leak could occur al
exposed shingle end joints. 1'he Dgures used ill Ihls section illustrate
till' applicalion of accc~~ory ~hingks Olet a ri<lgc \UII; ~lpplicatiol1
lUrl'l,tl~ to the roof d~ck is very ,imilar.
12" ~
(30511111') ,- Apply Over
(-- Slar!C( Shingle
;\---''4I~jd~,0.
:--"r~.
I I / Starter Sl1irgle
I r /
:'~18011~~1
~~l~W.;ir~;~!, .
/) 'i'
~
12'
1-(305mm)-~
-6'-1-6'-~
(150m) I (150mm) I
i
Nolch for
Ce'llering
.-
12'
(30Smm)
" /'
N~lches for Alignmenl to !
I~e Top Edge of the Previous (' 86 )
Cap for 5' (12Smm) Exposure . Imm
I
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---'-
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English Dimension
. 97/8'_:
(250mm)
_415/16"-. +- 415/16'-
(125mrn) (125mm)
r-
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I
Notch for
Conlering
Fi[;/Jl'e 15./7: :V,ply all/II cap sbl"!,'/(, (J(X'I'II)(' slarter J>i('('('.
flush u'ilb tbe boNom aIld ,id.. ed!,'es (!f I be ,"tarler
2. Install caps btginnJng at the bottom of a hip or at either end of a
ridge. .\I'p!y a stal1er piece tI,at ha.s lhe bottolll 5' (5 ':g-' for
metric) remoyed (Figure J 5-18). FNen the stalil'f \lith two nails
located about 3' from tbe rake edge, and I' in frollll'ach side
edge_ Make sme faslCners used to apply caps penetrate at least
3/1' into or tlll'OUgll the decking.
\'016: To assist in proper alignment when ridge vent is uot used.
snap a chalk IiM paralleI to the hip or ridge alllng the line "here
tile side cdges of the cap shingl~s should be.
l ,\pply a full rap shingle O\'Cf the starter (figure 15.18), and place
fasteners at S%' (61/j' for llletlir) lip fro/lllhe e~p()st'd bolloll1
edge and I" in from each ~ide Sails 1Il11~t not be e~posed 00 the
fini!.hed roof. .\lluaiI heads must he driven straight aJld must not
rul into the shingle ~urfacl'.
131i4' '- / I
(337Lmrnl ~~tches fO.f Alignmentto 75/8'
the Top Edge of the Previous (196~ n)
Cap fo! S5/S.l14fmm) ExJxJsure J 1 .
Metric Dimension
Figure 15.19: f:acb SbadOl.p Ridge ,bingle has II Ctmlei',.lIg IlOld; and
tu'o sidl"afigll1l11!1l11l0ldJes 10 help l>flsure pmJx'!" l,racellle,,1
:,"112SIT1J1"1)
fEJ<p<lsut1l
\-- "\ it,
~.,
12" .J
I _" (305,"IT1) --. I
~~~~~.{;iHjl;, Laylr>g Notch
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----'
figure t5. Ifl: "lstaU cap \blllgre.~ at thel, com>cl exposure
(lIld COlt" alllm1l't!('rs
1~({llTe J;.20: [....e la.ri'W notches to c<!/I/er sbitlJlles Oil bips and
I'i'~~t~. and la/ocate tbe {,()1"1'('('tl'.\po.~I,r!'.
cr)(!/Jtt'r t ~ C E RBI :'i TEE D S It I 'i G L E \p P LIe H 0 R' S ~l\ ~ r H
............
ONE ClEAN-DECK APPLICATION METHOD
FOR METRIC DIMENSION (13'/.8 X 38Y.")
AND LANDMARK TL (13'14' X 40")
SHINGLES
---
F1VHOURSE DIAGONAL METHOD
( S ~.. AND 11114")
I'REP4.RI\G TilE DECK:
. Apply underlayment as required. CertainTeed slIggests that a layer
of shingle underlayrtlent be appllcd_ For U. ore rating, UItd('r1ay-
men! is generally requiJed. Apply flat :lnd unwrin.kled_
. Snap chalklines to assure shingles \loill be cort'l"{:t1y aligned.
Expose all shin!:Jc~ 55/8' (143 mm).
ST.\RUR COlRSE:
1 lise Ccrtain1'\'cd Starter (prc-wt 10' x 38''14'), or three-tab sdf-
seuUng shingles with tbe lower tab portJons removed. Be sure that
tile starter shingles are at leasl 7 ~/8' in heighUf(gure 15.9).
~. __ ____ ~~'~s.::'~ ;- __-: ___] "J
IRe m 0 v e:1 the s e P:I 0 r t ion s :
~_____J______j______"
Figure 1;-9: ,I[al-e slarh:r .,blngks flxll lire 75.'8' in bdgbt
~. For lhe l1rst starter, cut 55/8" from one side of the starter ~hingl~s.
5 .\pply the remaining piece to the luwer left corner of [he roof.
~1ake sure there is Vr' overhanging the rakes and eaves if drip
edge is being u:;ed_ If you are not lL,lng drip edge, lIlake the Oltr-
1lang -'I,".
4. L'~l~ fulllenl,'lh startt'r shingles for the rest of lhe cou~c.
1H
CONtOURRIDGE"
-1'
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111(2'
(292 mm)
r
8'/4'
1210 nlln)
1.
:- 12"
(305 mm)
.1_
~..:
Foided Edge ,froriof cap)
Figure 15,21: nJ<~'(! are 30 cnp shingles per owuffe OICOf//ourRidge tbat
com'S 20 lIncar fi~>t 4/llP or rll~1;fI ai II 11 8'. e:.postli1!"
APPLICATION IS AS FOLLOWS:
I Install tlle firs1 cap at the eal.cs for hips and opposite tlle prt~'aillng
wind for ddges. Fasten "ith une nall applied on each side of lht' cap
shingle 8V4' back from exposed end and I' up from the lower edge.
2. .\pply the next cap shingle so the foldt'd front edge covers the
sealant stripe resulUng in an 8" c.>.posure. Fa."ten \\'i~l one nail
applied on each side of the cap shJngle 83;4' back from C),posed
end and I' lip from the 10IVer l'lige. Fastencrs ust'd (0 apply caps
must penl.trate at lea.'1 3/4, into the roof deck Of completely
through.
-
Approx.8' ~ '\ \
(203n~)~ ,\ _\
\-- ~ ~Nail}
~/'\ '\ '~~,.~;- -
~" ~~\~\~~
" \. \
1.'4' Overhang
to men)
Fig 15-22: rbe extra exposll/~ ,md tblckness of COlltourl?idge enhances
tbe I'ooflines and sares illslartal/on time.
3. Continue in the same fai>hion usIng the sealant stripe as a gauge to
il1~tall cap shingles at an R" e~jlo~ure_
145
146
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at least V8" 02 oun) through the deck.
Nails Jllust be 11- or 12-gauge roofing [jaiL<, corrosion. ('e~i~t:Ult,
with at lea>13;j;.' (9.5 mm) heads. and atle'asl J' (2S mm) long.
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DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DSI-222
FIJoW- ANCHORING OF A WOOD FRAME UP TO 5'4 X /)'a
SINGLE INSWING UNIT w/WO S10CUTES
PRODUCT ACCEPTANCE No.: OS/222
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N~ SIOllJTt IS ATTACHED TO
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lfo/SW1Na THRFSHOU)
Size: up to 5'4 x 6'8
~,q
l~ THRFSHQlO
-
(~)
~ n~
RJ.RR!~fREE
Thn Id
Product Acuptu(t No: DSI.121 .
rnsWina (wood iamb) ConIilluration:
2'0 n 2'6
.80 -80 +80 -80 +80 -80
INSWING: Opaque and Glazed
Max Door size: 5'4" x 6' 8"
DESIGN PRESSURES
DrawlDall
99-01
99-01
99-01
99-01
99-01
Dem;ptloD
Single
Single
Single
Single
Single
Single w/sl
Single w/sl
Sintle Opaque
WiSido:lites
Sin&le O:a.../ld
WlSiddites
(Door docs IlQl m<<t Mlssil.: lmpttt)
T~' 210-1987. 210-2024
.. 75 .80
~.n
x. OXO. XO, OX
2CR.. J.O
+sO . _~J+'~o -80
+(i() -60 +{J<} .(jJ
+SQ -67 . +5()~>O
':50. -60 . ..50 .(,()
-+M .71
Wa- by; Nan Y. Plastics/ Plas\pro
lil"iI1ptnn. NJ (j70J9
99-01
99-01
TESTS
Teat Location
National Certified Tesling Lab
Orlando. Florida
'National Certified Testing Lab
Orlando. FlOOda
Natiooal Certified Testing Lab
Orlando. Florida
National Certified Testina Lab
Orlando.l'1ocida
Ted Date
11/03/1997
04/0111998
11/03/1997
0410111998
11/03/1997
04/Ql11998
11103/1997
04/01/1998
NAN Y A PLASTICS CORPORATION I PLASTPRO, INC,
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
OPAQUE
Door SIu
2'0")( 6'8"
2'4" It 6'8"
2'6" x 6'8"
2'&" It 6'8"
)'0",,6'8"
Pressures
+80 -&0
+80 -80
+80 -80
+80 -80
+80 -80
2'8".x 6'8"
3'0")( 6'8"
+60 -6{)
+60 -60
Configuration: X, OXO, XO, OX
Test
ASTM E-330-90
AAMA 1302.S
ASTM E283-91
ASTM E331-96
DcMrllldoa
Uniform Slatic
Air Pressuro
Farced Entry
Air Infiltration
Water
Penetration
Product AcceptanceILabel Not DSI-222
...
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I
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~
~
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...
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"-
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~
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GLAZED
Door SIu Pressures
2'0"x6'8" +75 -80
2'4")( 6'8" +64-77
2'6" It 6'8" +<i0-71
2'8" x 6'8" +56 -67
3'0" x 6'8" +50 -60
DrawlDlE Ii
99-04
99-04
99-04
99-04
99-04
Desuipllon
Double
Double
Double
Double
Double
2'8"x 6'8" +50 -60 99-04
3 '0" )( 6'8" +50 -60 99-04
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DDI-224
FINAL ANCHORING OF A WOQD FRA!.A[ UP TO 6 '0 )( 6 B
DOUBLE INS.....'NG UNIT
PRODUCT ACCEPTANCE Noc: 00/224
~6"1 f
LQ
F@ (i)
i~'B.
\D
4" TYP.
I
rf-
14" TYP. !}-~t
t-~
30"
14" [. TYP.
(~ L -(j)
".m. r>lf
J.f- N
~ TYP.
14" TYP~ I
L 'e- f -W
-~ 'A' i-- 7
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. 112"
...!.A '
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-0
-0
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f- r-r
'BL-
SCREW $O<(Dl.)lL
3 10 x 5/8" PH!WPS fUr H~
4 10 x 1 3/4" PH/WPS ru.r HUD
5 10 X 2" PH/V..!PS fUr HOD
7 10)( 3" PHlWPS FLAT HOD
7
I
(sJ ~ 7/8"
t>::rr;18. ~ J
CD ~~~-
f'-"-L
"fl' HlNCE DE1'AlL
fjd
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--.J'
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~~
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WoM.J(fIC.~
~
NAN Y A PLASTICS CORPORATION I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCr APPROVAL TEST RESULTS
INSWING: Opaque and Q[azed
Max Door Size: 6'0" )( 6'8"
DESIGN PRESSURES
OPAQUE
Door Size Pressures
4'0" It 6'8" +74 -82
4'8"x6'8" +64 -70
5'0")( 6'8" +60 -66
5'4"x6'8" +56-61
6'0" x 6'8" +50 -55
Drawlnll II
99-08
99-08
99-08
99-08
99-08
Connguratlon: XX
Certi~'ID' tlorld. Ene.lDeer
Tut R~DOr1 II aDd Llc~llse Namb~r
21 0.1987-I.Sr If Barry Portnoy
210-2024- '-I, fj" P. B. No. 16258
210-198H2,~" BarryPortnoy
210-2024-1(, r, ~ P. E. No. 16258
210. 19S7-1, !.J.r BarryPortnO)'
2.10-202'H(~ P.E.No.16258 If
2tO. 1987-1.2,1 If I3arry Portnoy
210-2024'~_J'&No.1625L-
~/ov fdt1rPf.~.
Test
ASTM E-330-90
AAMA 1302.S
ASTM E283.91
ASTME331.96
Description
Double
Double
Double
Double
Double
TESTS
Test Locatloa
National Certified Testing Lab
Orlllll<lo, Fl9I'ida
National Certified Testing Lab
Orlando. Florida
National Certitied Testing Lab
Orlando. Florida
National Certified Testing tab
Orlando. F100da
Test Date
10103/1997
04101/1998
1010311997
04/01/1998
1010311997
0410 111998
1010311997
04/01/1998
DCKrllltloa
Uniform Static
Air Pressure
Forced En try
Air tnfiltration
Water
Penetration
Product AcceptancelLabel No: 00[.224
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8S1-226
FINAL ANCHORING OF A WOOD f'8^"'f UP TO 5'+ x 8'0
SINGLE INSWING UNJT W/'NO SlOEUTES
PRODUCT ACCEPTANCE No.: 08$/225
II
1-- ~ r-6- f 6"--1 r-
rf- -10 1 (fj-
12" TYP. .;; )=\!) CD
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12" f' 25 ~2". ..tA.
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4 "10 x 1 3/4" l'\1Ill.PS Fl/oT HOD
5 110 x 2" I'lJ/l..lJl'$ I't.AT NO.O
T "10 x 3" I'\HllA"S IVT ftOD
c--., ~~
INSWI.'I(; T HA OSHO' D
L-
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12" TY P. 25 1,12"
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12"t;- &-r!f
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12" tp~ a~
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"r LArcH DETAIL
$iTE:
\f/t(QI SIOCl.Jrt 1$ A7T~ TO
l.ATCH JI.ue US{. 8 x 1 3/4"
~ ru.r fIOtD ~
H Sl1lfI(t pv.~,. AHO I 4 SCM:01I
Hl'UCt OF I t.!) rnou SCHOXJU:.
,,~
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~t)
I~n~
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Size: up to n x 8'0
Product Acceptance No: D8SI-126
lnswina (wood jamb) Contiauntion:
2.0 2'4 r6
+99 .99 +89 -3~ +&4 -&4
X. axo. XO. OX
n )'0
.78 :7lI .10-10
+5ll4 ~.Ol ..SO.{,()
+78 -18 ..10.70
+H.l4 -04.01 +SO-60
SiIlale Opaqu.e
w lSidcli1<S
S~ Gloud
WlSideli~
(Door dots ~ med Miuilc lmpll<l)
Totl HO-2C24.4J.6.1<1.11.12
+99 -99
+8~ -39
Mf&- by: Nan Y. PllISw I P1altpro
tiv\n&s\on. NJ 010]'1
+84 -S4
NAN YA PLASTICS CORPORATION IPLASTPRO, INC,
DISTINCllON FiBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWiNG: Opaque and Glazed
Max Door Size: 5'4" x 8'0"
DESIGN PRESSURES
o raw !!I!! #
99-06
99-06
99-06
99-06
99-06
OPAQUE
Door SIze Pressures
2'0" d'O" +99 .99
2'4" x 8'0" +89 -89
2'6" x 8'0" +84 .84
2'8" It 8'0" +78 .78
3'0",,8'0" +70 -70
DrawlDl! 1#
99-01
99-01
99-01
99-01
99-01
OescrlotloD
Single
Single
Single
Single
Single
GLAZED
Door Size Pressures
4'0")( 6'8" +74 -74
4'8")( 6'8" +64 -64
5'0")( 6'8" +60-60
5'4" It 6'8" +56 -56
6'0")( 6'8" +50 -50
Test R~DOrt II
210-1993
210-2Q24
2\0-1993
210-2024
210-1993
21().2024
21()'1993
210.2024
Descrlplion
Single
Single
Single
Single
Single
Single w/sl 5'4" x 8'0" +53 -64 99-01
Single w/sl 6'0" It 8'0" +50 -60 99-01
Single w/sl
Single w/s!
Connguratlon: X, OXO, XO, OX
TESTS
Certifying Florida Engineer
ud L1cellJe Number
Barry Portnoy
P. E. No. 16258
Barry Portn oy
P. E. No. 161S8
Barry Portnoy
P. e. No. \6258
Barry Portnoy
'~~~~fef
Tut Dale
04101/1998
Tut Location
National Certified Testing Lab
Orlando, Florida
National Certi tied Testing tab
Orlando, Fl<rida
National Certified Testing Lab
Orlando. florida
N.tional Certified Testing Lab
Orlando, Florida
Test
ASTM E.330-90
Oe$crfDtloa
Uniform Slatic
Air Pressuro
Farced Entry
04101/\998
AAMA 1302.5
ASTM 8283-91
ASTM E3J 1-96
Air Infiltration
04101/1998
0410 l/\ 998
Water
I'onlltration
Product AcceplanceILabel No: D88[.226
GLAZED
Door Size Pressures
2'0" It 8'0" +99 -99
2'4" It 8'0" +89 -89
2'6" )( 8'0" +84 -84
2'8" It 8'0" +78 .78
)'0")( 8'0" +70.70
Drawinll II
99-04
99-04
99-04
99.04
99-04
DescriptIon
Double
Double
Double
Double
Double
5'4" d'O" +53 -64 99-04
6'0" )( 8'0" +50 -60 99-04
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8DI-228
FINAL 6NCHOfW:iG OF ^ WOOD fRJ..t.lE UP TO 5'0 X B'O
- DOUBLE:' INS.....ING UNIT
Pi?ODUCT ~CCE:PTANC[ No.' 080'228
iU)
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6"01k6.'
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1-
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f
SCR(W SCHG>UlE
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4 10 x 1 3/4'. PH!U.JP:S fU r Hl).D
5 10 x 2" I'HIUFS fUr Hu.D
7 lOx 3" ~fUrHv.D
I
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~~
IH$ T"IX~
NAN YA PLASlICS CORPORATION I PLASTPRO, INC.
DISTiNCTION FlBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
OPAQUE
Door Size Pressures
4'0" It 8'0" +99 .99
4'8" )( 8'0" +89 -89
5'0" It 8'0" +84 -84
5'4" x 8'0" +78.78
6'0")( 8'0" +70.70
Contiguratlon: XX
Tut R~DOrt II
210-2024-
4.5.6,10,11,12
210-2024-
4,5.6.10.11.12
210-2024-
4.M.l0.11.I2
2\0-2024-
4,5.6.10,11.12
Certlr,.lnl Ftorlda EDcln~er
lad L1c~nse Numbu
Barry Portn\l)'
P. E. No. 16'25_L_
BIIIT)' Portnoy
P. B. No. 16258
Ban)' Portn\l)'
P. 8. Nu. 16258 =t
BIIIT)' i'ortn\l)'
P. E. No. 16258
f
a~ I, (IV
ASTM E283.91
ASTM 8331-96
Test
ASTM E.330.90
AAMA 1302,S
DeS( rllltlon
Unifonn Static
AIr Pressure
Forced Entry
Air Infiltration
Water
Penetration
lNSWlNG: Opaque and Glazed
Max Door Size: 6'0")( &'0"
DESIGN PRESSURES
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DrawlDll f#
99-08
99-08
99-08
99-08
99-08
Description
Double
Double
Double
Double
Double
GLAZED
Door Size Pressures
4'0" x 8'0" +99 -99
4'8")( 8'0" +89 .89
5'0" x 8'0" +84 -84
5'4")( 8'0" ..78 -7&
6'0" It 8'0" +70 .70
Drawin!! 1#
99-06
99-06
99.06
99-06
99-06
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Test LOCltloa
National Certified Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando. l'1arida
National Certified Testing tab
Orlando. F100da
National Certified Testing Lab
Orlando. FlOOda
Test R~DOrt II
210-2024.
10.11.12
2l0-2024-
10.11.12
210-2()24-
10,11.12
210-2024.
19.11.12
Test Dale
04/0li1998
04/01/1998
04/01/1998
04/0111998
Product AcceptanceiLabel No: 0801-128
Certlfylnl Florida Enclneer
and LlcellJe Number
Barry Portnoy
P. e. No. 16258
Barry Portnoy
P. e. No. 16258
Barry Portnoy
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CO~FETE OR CA!..U SE1\{EEN \lOOIl INSTAl-LATlaN A'le UR IMPORTANT INFORMATION & GENERAL NOTES
& '~ASO~T OPEN.N(j BVCj( 8. MAS T iJt7N'''lG 3/16' DIA T APprR T!\e""e I1QT~ are p~oMed to 1!f\\uI! \ll"OPEI< l:1Sta~a~o" ({ clo<\:la El<lr\Jt:le<s M 1est0M
r Jjy i.llH(RS BY OTH(RS (NOTE :i?) I """',,~ __j ,.._,,_-..-H.J!
~ ONE BY 1.'000 '. ! ...~~U ono "'usl "" '0"'''''''' 'u V
9tJCK BY DT^tfSS ~"
('IOT[ 6 .. 7) 4 t> 1~lJt/l~ !.i!'.,:<!:lW. 1~1ALLATl0IlI~TilOCnO'lS 1) API'IJES TO AU ~'SH>.\.lCT1JAAl. EM:KS LESS T1-\A.'lII/l" THIO!lES$. ~lQT
CAiil< BEi',;H.N "l (B_D ['< l"lTelOEOTOlJMITTO'iOMIN1\lOOEIlYWOOOllVCKONLY eoc!<SGR(AcUl
l.ti~t'?V fLAN~ --...:.. I) SHiM AS REQ'O. AT EACH II<ST~'10~ ANCHO~ W11"H LON:J llEMlfIG SH.M. MAX. t' fHA."l l' NOMUo\Al (3,'4" THIQ;) IINO lESS:l1AN 2." tKlMlNAl.'(III2" THIO<) WlU
.. .tOOD eU,.1( ~. I> ,:::::" ,~lOI'<A8U SHIM s:1\CJt TO DE iJ< , ~ REQUTR! IWlLE'lGTl1 Sl.JFflOE!'IT TO tlEET EHBEUMEI\T REQlJIREMENT> OF
, \<::;.., , \I~' S~;~ 2) USE SIUCONIltD ACR'lUC CAWUIEHJoID 'NII<<:X:W FI.ANGl!.&.T HEiIC a W1llS. SIU. NOTE 5.
. ~ SPACE MA~'l f1lJST DE "TTACHEt> N 'l'rlE $J(<$lAATE WlfH 'M.'~ IIG i'OHESM (AVlJ(0It 8) ALlll>IStll.LLATlQN AtoICHORS MUST DE i".AOE OF o:JAAOSIO!\I R.E51S1A.'IT
T _ ---...... - AP\'ll.<MO EQ\JIIL APf'tICATION Of W\.IDo1116 108M CAlJU( "T flW.1f SIU. MUST 1-\l.1EJl:lA1.S OIl.IiAVE" COAAOSlOM P.ESlS' NIT COATIIf3 N'I'l.lEO StJlTFaE ~
~[- , : ~}; -a-j CClMJ'l Y WITli su.LAl<T l>'~"lUI ALTlJIlI:R"S RECOOME'lCATIONS. fHE ENvIRONME.'IT MDjOR fAAMlNG I1ATt1\IAl. WIiEI\E A'fCI-tORS ME usee l!04
1'--" or_=-, 1 b..~) use SILI~O~UltD ACR\1J<: CAU.k 1'<>1. ~tlUMtitll. st,\l. MOLINO El<"UJ()1 Of' PRESStJl\E'PRESl:R\'ATlVE TRCAT(il WQQO. THE wo:;c; SlJPI'U[P. ~Ll DE
STUCCO II I. L.k:.. W1NOO'oN FIA"GE AM) TO SEAl. HEADS ~ L'>S1mAl1QN fAST1:I<U1S. COr-r.;ulTt'O f()1l. P.ECOi~ME.-.oATION 01' A.'KHORS CONl'I\TUU WTrn r.jE
BY OTK(RS _1 J "1I'lOOQ.O. C\Il\JCifJ\S 1000 Stll.JES 1<O!t12CMAi. SUOCl\ IS SHaWI/. PRESSIJil.E.PRESl::R'<AllVe 1I\EKI1EN1' PROCESS USEO.
jJJ 5) W\~oo\W 'fW.1E MA~tRW.: I\J..U"'I'U~ ALlOV 50n 9) ALL nao SlJPl'UEO liCUS 11<1 THE fRAME (If REQUlRED) W!U BE 311&" IN
!L"" -l ~ L S\11Jo\ A$ "(Q'O Dw~m:1I..
;..=..C'I (SE( NllT(Sl ).1-1. ANOj()Il.l!!51J\iJ.AITW INSiRUCTlO~ 10) WOOOS1CREWS sw.u. t..aT /lNSUIS.&.1 OIMENSIONAll<tQUIP.ENOOS.
- DUCK 11) IF lWOO TENCIS TO SPtIT, Pflf-OORE rJOl..ES AS F<lUOWS: fB WOOO
i--J f'~IGH') GENtAALi 'iI:JlEW' 1/8" NA, PllOT 110tf a. '10 WOCIO SCREW. 9/W DIA. PilOT HOlE
n," - ' . ~~) 'Wl...nAO\~1E'IT c:I NQN-S-mJei\;1\M. ONE BY llUCK IS~. f!'.QM EAOi CCR.~ER ANO (NATIONAl [l[SIG~ 5PliOFKATlOO Fell. WOOD CONSTRUCTION).
fLM'G~ npE ~ ll" ON wmlt. USE" IWlllllil:C "T-'Wl' WlfH A a.em. OlAME'TtA.A!'lO I 318" ll.'lGTli
rn ,~L.. ~~~~; rRAl<r (SI8" lfo1SCtx1lm), AtWlVENL'O 't'oASOflRY MIL' WITH" 0, 146. DlAMl T1.:R /\NO 1 v,' 3/1&' DIA. lAWEA OON<:RETE SCAM (WIlli NOH.STRUCTURAL 0:011: BY
~~ J LU<G11< (~W EMllEDl>'t~TI ell EQlJI\II>LE:f1'. WOOO i\lJOl)t
L: ,6, ON( BY '.IOClD 9tJCI( B( CONCRETE C~
-= \ Lk..::..C. OT'l.[R. $ '.'NC1(.~.~. n ~'1ASONJH OP.ENING 12)WH(I\EW\NOOW1SINSTAillOlNMASON"YOl'EN1~Wl.TH"
LJ e ",- BY OTpERS NOH--STRIJC1'VAAl. ONE BY \'<'000 SUO< (NOTE 7). USE A 3(:&' OlA. TAI'f'El\
-~ - Co:'O.nE'iI:Jlrw c:I SUfflQENT LTH, TO IlDiIM Ml~. ENI3l:UMo.T Of 1-114"
:on RIGID ViNYL (BUCl< IoI1D.!-i'l/4' ~rM__ -\t~~.;..;~- .!'lTOWISONR.YORCUlK.RITE.
HI GlAZING !lEAD fLANC!: Hf1: SPACE MAX. I 1))SfESHEET2roJ\TN'PERINSTilUATI<ltoll\.'iOlOItlOCATICl'401AA.T.LE1TIIl
(H?') Io'I.~DO'J F~IIM( ~\~[fS REJ'D _ '\ DESIGNATIONS ON THE TAI-'PlR LOCATION own LNOIC.ATE WHERE 1AP1'!J>.
1\ fLAMiE: TYPE jloMll ~E toIJ1.Sl ,t:> CO~ETESCPEWS"RETODElNSi"LLEOWE!04l1SINI3THEEl(T(RJOR
I L \(i:-lDOIw' rRA!o<( INSTALLAilON ANC<JL'R " ELEV"TIO~I\S"r.EY,
__ __ .. SILL 3116' DIA. T APf>[R --~ ~ 14) TN'I'E.P. (!\AWl) CONCRETE SO'.EW MNU'IICMEO!lV POWERS FAS1E!'lLN('~
f m _____ - (NOTE 12) , '7 i.'/c' W1Ll aE l!S€O, lAK-oN (by (let) tD:rJ:i01INC) OP. TITeN (by SlMPSO,\f
-..-:::::'1: ______ R1GID Vl"lYL J HRO"lG- nf) C.A113l: >1J6$111\1TeO WllH THE FOlLOWING llMIT"1l0'-/S fQR
<: -~ GlAZ(!NG -lii;.V ~... lA- - THE HORlZOI>llAl SUOI!IG WlNOOW SIZE D24. D24S, D25 1\.'10 026:
((( 'f (( rq rr ((, GLASS (n?.l _\ /' I .) INSlAlL TWO AOOITJOIoW. FASTENeRS IN HOO Q'\iElt O\AA.T
REQuIlU:,""[,'fTS ,l,TlOCAnONS A A~D D.
lS) AU RE/o'.AL'I1NG r ACTORY APl'UEO lNS1Al.1.J\ TlQN r ASTtNER HOLES NOT
USEO F{)II T/Il'PLP. CO"lO'.ETE SCkfW INSTAllATION SHOU.o BE filLED 1'<1TH '8
W\X:JO SO<.EWS 01' SlJFflot~T lH TO AAOVlD€ MI~ SiB LN. EM8EtlMENT INTO
W\X:JO BUCK.
BY OTII[RS ..lNOC\J rLANGE J 110 WOOO SCUW (wm-t STRUCTURAl. TWO IV WOOD 8\)(l(}l
IJ.V. l l. "'DOD BUCK ". ""
PFRIM(lER ' 16) WMERf WINDOW 1S l~ill.LEO IN MASONP.y' Ol'ENl"lG WlTli A STP.lJC1'VAAl.
AC~ CAULK ST\"(;CO. TWO BY WOCIO BUCK.lJSE 'IOWOOO SCRtwS (ANSI 8185.1) OF >1JlHClENl
B ; I D B( 0 THtRS .aY Oifj(RS .... lENGi:i TO AO-iIM 1-3;8" Ml!04. EI1BeDME!'f1' IN10 THE li'10 BY WOOO IllJ(J(.
"'..' CAlilI( Se:rvt:;N 17)'IO\'<'X)OSCRCWSSHALltlEINS1I1LlEO,l,TALlFACTOIl.Y/lI'IU[O
-----CvI Nt'C\f' "'lD1Hl , ~ lNSl~TION f~srt:NLP. i10tf LOCATIO'iS. -
! F S'ECT'CN .tool) UK ,
..--0 ,,' .,.. . I ,IIAS'Y. (Jf'(Nl!'lG 18) WOOO SCREWS SHM.l. NOT 81: vseo TO FASTEN ASSE14t1LY I!'iTO T;.jE (NO
ff tJ ~ .>o~,''''" A.~~,., B - e BY OTf4:RS GAAIN Of 1'/000. (SEE SHm 2 f()R CONTlNUAT1O'1 01' NOTES)
,'H-t .. t A~4.~~<.J""\ REV) DESCRIPTION DATE INI FLOHIDA EXTHUDEHS l~~~~N~i~O~i~\.~~
B B i ~ fR~t'll ~ll .. ~ t - B 1_"0 ~ ."" j'""'m' R JA ~ ~ -- ~ .m "'-'FORD ,1.oRI"'
It! · I U '.l;.-- 4 II : 6 !..NO CfAA(;ED
_ Ii -.r7.,Z...;oJ iLOCAT!ON ON A:'lOiOFlS TITLE: INSTALLATION DETAIL WI TAPPERS
J ... ~ ~ W iTll't ffl'-. it . O!'4 2, S. 20 "Nt) .lO
--- I~~ \....\. ..............,.j __jHCH._ HORZ. SLIDING FLANGE ItIINDOII - SERIES 1000
. ?~.~" ",~., .~".' C 1RC<1S!:o NO'tt :>, eo 7 ,12119/03 R 'A
'...:~t .........~,.... .....D e. iOIDOCO -.oYE 23. j' '~DRAWN f3Y: BS I APPROVED BY: RJA
...\-.t;t~. _.....,_.5.~.. i ~c tfO~[ . . '7 TO "
".....::< iON[ 8Y aJ<.' (,'tJ.-Wt. DA1E: 12/19/03jSCALE: NTS IDlI"G.: F"lEX0020 SHEET I Of 2
[IX ? . 3/8
__ __ lUBE MLt.LlU!'i
'F-
- t:.a. 1/2 SEl'
~ T""":'<O SliS
'~~
lMPORTANT lNfORMATION &. GENERAL NOTES
These notes are prtJVkJed to crnure pr;opcr il1',tallation l:I FUida Ertrvdt.'I1 MI1€slune
products and must be follo'.-.ed fully.
A.'iOtOR "'S1All.AllO~ lN$lRJOIOi'iS (CO-,"IT)
1000 S.H - L I Xl' 119 11)('0 S.H. -- r I , 2 ~ ~a
J"'" rHP)l TJllt _lI.LlCl>l JAMI (l"P) \ L. T\!BC -'Jl.liON
-;:=!=. '--1
, !f:, .e - II? S[L; 1 ,Bl. -.8 , t/? Sn.f
,... . Afl'l"ING SJo4'S ,. APP~f<lG $J;l:S
1 ,I ~ ~. l.L~i
GENUW. (CONT):
~---'-----(E'JCt<B'~'I~TH) ----~
/':>.. OM: BY 'JOOD LNST~LlATl[]N ANCHOR
Le_,> Dl<:K B~ a'rHlRS - 3/16' D:A, TAFP(R-.,
(NQ'C ,; .. II (N')' [ 12>
SHIM "'S F;:tQ'", ~
11.' "'AX. ~..........
RIGID v!:-lYL (S(( 'ImES) -......::::
GLAlliG IlEAD -......::.::
OYP.) ~( 1\\ I
=t..: 17\-'
GLASS --i;A I
(1Yf")('lE'<<JTES)~Cl J
lIi~ta'fffk~-- 4'~'
JAMB CAiA,1< BElIJElN '
'..'r"lD~oI n.A~'[ --PER(~ETlR '.'".
L .1000 EUCt< CAULK /'
'.1.'-1 BY WUS/ .
C\llNl1C>i ';llDrHl~':
FIXeO BY CT'IERS CAu\.t< BtT"'[[N
'.lOUD BUO: ..
MSiT. []f'(N,IIG
BY OTKE:IU
CO~RtH:: OR-1
I1ASiJt.IRY [JPtNl"J
BY onlE'!S
-. !-ol';;"~"l,l; - G€NEi>.AL L'IST~.UA11(JI. lN$1FM;TIONS
t>
I) SHIM AS REQ'O. AT EACH INSTI\llATION ANCHOR WITli LOAD BEARING SHIM. MAX,
AllOWABlE 9i1M STACK TO BE 1/4'.
2) USE SIUCO"lIZED ACP.YUC CAULK B€lill'lO WlI'lOO\'ll RANGE AT HEAD Il.lAMBS,
SilL MUST B€ ATTAQ;EO ro DiE SU6STAATf WITH \IUl~EM 116 IIDHfSlVE' CAlU: OR
AWROVEO EQUAL. APl'\lCA TlON OF VUlKEH 116 AOtiESM CAUlK OR APPROVED
EQUAL Al rRAME SILL MUST COf.lI'lV WITI1 stAlANT MA'AJrM:TIJR.!:Il'S
RECOI.\I'IENOA nONS.
_.____ 3) uSE SIUCONIlEO AaYUC CAULK F<JR PEPlMETER SEAL MOUNO E):~JOR Of
Q ~ WiNOOW RANGE AND TO SEAL HEADS Of [NSi iIlLAnON r ASl!NtRS.
--- ~) FlOIU OA E):tkVOU,.s 1000 $tRIES Si.K;tE ~li~lG IS SHOW!1. trUS I'R.ll'fT AlSO
APPlIES TO THE FWRIDA EXTRUDERS 1500 MID 2000 sums SINGlE HUNG5-
5) WINOOI'I FRAME MAlERlIIl: ALUIo1INUM AlLOY 5003.
,
_'\'. T ___ M
XR~\."'t It f\lctN
'L"t!'o:tl(1VrlO\Ntir.t
L M\..l...lICN
*8 ~ HI! sar
~ Ai'f'I'lG s_s
~ECTlo~(J)
1 X ? 11!~ . I/t
Y\;BE I<<.lIO~
_._~_ "_~~<!( d
\. _. ~~~'f::,1 rtl~~fff
.. HtA.ll:Jt.i
Ie _ H/2 sru
~ ""~ING s.s
;-..E.Cr,QH_&: 8.W
<;T
11>00 S.Kl
J""! ,Ty!') \ r;::::
"='1
~
I
d~ll( a "..t6 x 3.-a
Il>:~ SJ1.} _ YlB( ","U'GN
.;~. (Tvfl)
~-
r::- 1 ~m=.
.e _ II? sur lJi.Q , If? :;(Lf
'- 1,.,p>.ll-'fG SIIS ' ~ 1AP?[N'G 5kS
I 1 n
PFRl1'lf:T[R I
CI\u\.K ..-J
BT Om!.:FS
\I ,H.
(\I IND 0'.1 '-!
-ltIliI-<ll I
GLASS (TV!>) :
\$fE NIJ,[S) I
GlASS
~ <I vPl (StE N01 E~l
/' B.H.
cllUC\(
CAULK BET\;([N "'"NDOIJ f-- 11[lrrT>
I LA'JGE ~ PRECAST SILL
if VUU(C~ :16 ",weSI/V- 'T.... =
CALI..K, OR AFRV D. [ell.
rll>NGt:: TY ~( ~~6~~~ E (),~~ "IN(, s..E C HQtLf:J::- 8
""ti1: W / ~lttN """[ """t.~s-\
h DT~[~S \ Ii ~i .
~ I'.
· \t "~II 1-3/8' '. f",," ./'
. ~ I-![N E~B.:.......-"., l~ ........... ~ 2X4. 2.&, 2x9 '....OOD BUCl(
1 · I r~ a""'- -::.. B~ O-HERS (s[E NOTE 1(, ~ 23)~
~, OM: BY '"OOD !lVC1( BY iJiH(RS
SECTION A;-A .....' _~ ((JPIIll',AU ("01.t 6, 7 d~:l 16M
- \,j,I,J - " lNS1A!..1 A1l0fj ANCHOR
SECTION A--A (ALTERNATE)
L~ E.9Lj_113l a i I Q!i<l.Tl.__I'i.itb...J_I'!_Q._J:)'j.
w_ilb,__Q.L_wLQ___Q_I1JLbLWQ Q(J _b.J.J k k~.,
K
IJ.H F G
-r-
II
po
~!.J~SJ~LA1IQ~"-!~I'M:JI<:L~
(i EN EP.ALI
y - -1
t,l; \ _ '"
\ "r sr......, 1ItI\l[1'
'L- lJ:hOO\t' fl..ANGH
.. NL.l.lICN
"8 . HI! :;(Lr
~ ""'-I'lG S~t
.$rCT~ON _,'-A_W
.,- -
- 1
<J
\\ '-./ :;t,~.I.!<' PE lyrE.
'l- ....:....l)Ol.f ~LAkGU
, IoIO..UCh
-'8 .: 1~1/2 S[LF
':A.P?i~Q :a<I'S
~C.:.J9N A-A W
/- 1 t . X 318
.--/_. .lll( ".\.l:O"
,.---
6) NAIL AT1 A01I4ENT OF "IO!'l-STRlJCnJRAL ONI! BY lllJO( IS 4" FROM EACH COr<NER
l':. ANO 8" ON CE!'ilER. use" HARDENED 'T-NAlL" WITH A 0.097" DIAMETER AND 1 3/8"
LC\ LPIGDi (Si8" ENB€OMENT), A HARDENED '11.I\SONRY I'lAlL' WITH A \l,I4&" DIAMETtR
ANO 11/2" LENGDi ()/4" EMB€OMEi'H) OR E-QUlVI\LENT. FORAlll:RNATESECT10N
A-,!,'s.-a, use A 0.113' C>IAMETER COf-lMON W1~.e NAIL WITI1 A 3/4" EMaeDM€~T OR
EQUIVALENT FOR l'WuNG NON--S1R1JC.1tJAAl ONE BY BUCK INTO A TWO flY
STRUCT\JRAl flOCK.
& 7} APPlIES ro ALL NON-STRUCTURAL BUCKS l~ Tw.N 11/2" TlilaNES$. NOT
ltoITENDEO to l.IMIT TO NOMiNAl ONE BY'MXlO flOCK 01-<<"'1'. !lUCKS GRfATER. Tl1A"I
I" NOllIl<W. (3/4' THICK) AND LESS l'HAN 2' NOI~iNAl. (11t7." THJCK) WilL PEQ(Jl/>.E
NAllLE-NGt'H SIJff1CIENT ro MEU f1.1&OMENT Rt<i'J1REMENTS OF NOTE 6.
& &) All INSTAlLATION ANCHORS MUST Be MADE Of' COAAO$IO~ RESIStANT
- MATERlALS OR HAVE A CORROSION RESISTANT COAn!'IQ AWLlED sunABlE KlR THE
~I'NlRONMEIH AND/OR FRAMING MA. TlRlAL W\-lERE ANCHORS ARE USf:D lI'l
PJ::ESSURE-I'RE$[R'.IA1IVE TREAtlD wo..:>o, THE WOCA:i SUf'l'\.ltR Sl-iAU Elf
CO"lstJL no F<JR RKOMMf/lOA TION DF ANCHORS COMPA TlBtE Wl1'H THE
PRESSliRE.PREStR\'ATIVE TREATME.NT PROCESS USED.
9') All nRD SUPPUED HOlES IN HIE FAAME (If REQulREO) WlU BE ),IW IN
DlAMETLR.
1(\) WOOO SCREWS SHALL MEET ANSI B18.611>1MENSIONAl P.fQUlRfME~
II) IF 1'1000 TENDS TO SPUT, PRf.llORe HOlES AS r<<LOWS~ iB WOOD SCREW.
liS" DtA. PILOT HOte & Il\l WOOO SCREW. 9/64"ulA. PltOT HOlE (NAllOML
DESlGN SPEOFlCA110N F<JR WOOD CONSlIlUCtlON).
[SEE SHEET 2 FOR CONTINUAT1ON OF NOlES)
FLORIDA EXTRUDERS 11~~~N~i'~ot-#"J]~
CERn""'l( Of' A<J:1iORiZA1\CH ,.,. ms SANFQJiI1-f:!.Q.m.Q.~
ntu: 1,.,$ T~LLA T ION 'JET A I L
SGL. HUNG Fll~GE WlNDC~S - SERIES 1000 lSOO ~ 2000
DRAWN BY: B B I APPROVED ByR J A
DATEe12/19/03ISCALE'NTSDlI"GHD'D016,SHT I Of <>
PRECAST SILL_____-;
BY O'HlI.!S
f'ERil"E.T(R
C"",\.I< -\i
" "~
CAiJtj( 8t T \{((N <I
Io'INL'C1w' flA,NCt::
& P~ECAST SILL
\,IIVLll!(E~ :15
ilDIIE-SIYE: CAL\.K
OR APPi<'DVEO EQl.
r===--l
I X . , 1/9
'J8( f'll.UCl>I
..Jr
lCOC t.H]
""'. ITrP)_.d~
IC()li tAl
";AJ.'l8 C' ~PJ \
, ~ '8 ~ V~ SELr ---"g
tAPprNO $;!o'$
I R
r-r~
I'll __'9 x !/2 SEV
f Ai'Ptk~ S~$
II
~
=\--""'- . ~
SCAlA!<Y II. T'iC'"
.J<tI<N f,:.NOt$
" itJ..l1Ct.i
IS ~ Hi! SEV
t oS'~lNG S"t
.s_EilLQtLA=f,_~j
I.A
17.
t#
ELEVATION
VIEWED FROM EXTERiOR
=.,J~ ' - .- 0.!1
\_ '., r se......r Br\lECH
"-- \linK" C1.,'.-..!
L I'U.,U(N
-'9 x H/l SE!..r
T APP:kC ~~
.s~_C.I!QtLA-..::.A.. CQ)
/
A- ELEVATION
~
~:
ii
J
i~
..", .......... $~ I.
a.... &.AJt ......
~........~, ",
~~ ...~~~.. '. II '\
'<: " t1r., f''4' '. ~
(1?tJ ~ wet \_~
i~v ~ 'l tfIZ ~ZJ.;oJ
\~"" it ~~./I/
".. ~t:" ......~!.-l
'. .....'l:1.1C~_ ~;::..
h,\~...,~......
REV DESCRIPTION DATE INI
c ~1~1~Tls2i: ~o :amlo"RJt
"~Tf: 2.1_ Rf'dSfO
I..'<O/OR ..ooEO RrLAT~'
~En:Jl(NCES IJ<O
\lli'Sl,,"!'O'S FOA !'10ft
PE'IlSICNS.
lDCll tHo 1 . 2 x VII 1(;(10 S.~ 1
cAPH cr'?I. __[ Tt;]lf "lUIO" JI"'. (lvP) =\
-~ r-'-, C- '.a. In S.Clf F~
~~l'iG $1ol:S;
I
. '!>
e~:\ - -~_
" 5t;'l..ltiNr B( rvtr....
'----.- 'w'1"'~ r,::~
, I'U...LJON
- ,. x I-vt stV'
T l\I>~lNu S-S
.sllilQN A-~W
I
A--.J
SINGLE ~IUNG
FRAME (FIN)
J~b, ~_ ;'i/=
\' SLALA."!' 8(Tlotf:fk
-- L- 'Jlk!)rrw' rUIo<(
" I"1ALl;J./
19 X H/2 SCU
'lAPPiNG ~S
FRAME (FIN)
HORIZON-r AL SLIDER -
SECTION A-A UJ
1)('l11'...~/e
illtJ( ~ULLlijN
1000 t.H. ,-1 X ? 71lS , 3/9
.J""'" CT'?) \ =! f,lB( ><<'UIO~
1 r=::.8 x 1I~ snf
I N'PJ!<l; s_s
~ r
PERlr-1EIER ~
CAL'lK .-/
BY UTHERS
- VINDD'" W'1DTH -]'~ ~1~ ~~~.'CE
SH1~ AS RtQ'D r",a BY '.,(OOll
I r'll'] Bt '.1000 (SU: NO'ES) r BY OT.i(R$
1/ BY OTHERS / \ j
VSHI'l AS f/E()'D [1 /~\\ ., -,~
($H NO'[S) . n.....
~g -. ["BUMeN!
I (\lOU!) S:CRE: \I)
t GlAllNG (TY!>,) .. <== --,I.:.. l f
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1/4' MAX, """'~ . ';L SHEA Trll'.(j
~S~;:~;,PCrRAME ';ltND.JJNr ;:~ 7)- ~,..-' ~~~~~:l~~::s
f;!:ADER J,*,8 f'[R;lol('ER [NSTAllAlIDN /l'leHOR
GlAZ:NG (TYP) CMJLK.S "'000 seRE'" SHO'..'N
~ ($EE N~TES> B( Ol,~RS STUCCO SY OTHERS
SECTION 8-8
1000 Sj{ ~
JA""I {~'(o.)
,----
~ATHL'~G l ~ I-!~ ~ T',;Q By' 'o'OOD
CfiUlK BEp,.'EEN B'r a-f..ltR$ - 0 ~ BY QlHERS
'oliNDa'" FIN" -............ trl ~ i! ^
sl<(AnlJ'jG ~ I -~5l
.sl~6~L~~~~~ ~~~~ ---- ~.:, i' ~ . \~
S1'UCCO 'JR lIil-; '\
S'Dj~~E~~ ---------- . IIV \ -I $;:;~' S~~E
FU:i~~~7 I I:I~ I
BY ~TltE"S ~ j
I I~J S:-lN AS Rl\l'O
::;LAZI'IG (TY?) ~ l' -< (SeE NOiES)
($[E '101($) ~ I = i--
~ rl'l TYPE
I '.11"100'" FRNo1t:
HE <\DER
I
IMPORTANT INfORMATlON & GENERAL NOnS
Tlrese notes ate pt'\JVided to CIlSti'l! proper in..,'1.lfIation c1 FToMa Ext"lK1<Y1 ~lIlesTQne
produds .11<1 rrl1H be follooe<J fullv,
___ 1* Ml1't L"1.BE Q.Ml.N T
('0/ OC 0 SeRE ';I)
CAULK at 1'..'(E"I ';:~!:A01T~~~ -l
l>iiNJOV FIN 8. .. "'- ~
SH(AT~ING ~ - ..
II..STALLATION ANCHCIIl.~_ ~ /
liB I.'OOD SCREIJ SHO\.'N -_. :: ~~
-- --h
STUCCO -- ..- 1/ - /'\
BY a-Hl'lS / \
~
n
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I
1/4' I-1M('
1- SHIM SP&ACE CA.ULK. BOI.'FtN
"':NDCV fIN
& SHEA TellNCi
it Ij \ I'. hI<.
C"lItD_CNl
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r I X 4 X )/9
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-
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- Iw'IN\JC'J ,"'10TH
1\(0 9'1' ",oon ~
ay O'HtRS
SHIM AS R(()'D
(stE: NOTES'
~
-
_~_\ r;v
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" M:lA.l.!L'N
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~CJ\lrDQV WInk-l
~~d
- ~~~ ,-
t: A.....,
,~C-I d II /I/.t I~I E.OUAtL'r
HEIGHT /1 // _ SPACE
Lt r ,A~i;,~S
t,NCHIJR .,..-.- A lC1 __B_ JI 0' BMAXJ -:1
SPIICI'lG (TVf')
($([ B(LC'o/) GLAZING (Tr!>.)
6' MAx. (T'r'f"_)-- ($EE NOlESl
GENEAAl INS1AlIAnO"llNST R~
/[
I) SHIM I\S REQ'O, AT eACH LNST ~iJ.ATlON ANCHOll WITH I.OAO SW.1I'IG SHIM,
~1AX. ALlOWABU1 SHiM STACK TO BE 1/~". Ai'1'l Y A 6fAO Of V\A.KEJoI115
/lWESM C.A'JlK OR N'P~_(,1vto EQUAl!\T THE rASTENtP. lOCATION l'RlOR TO
l~ERTING fHE SHIM TO ADHE!:.E THE SHIM 10 THE SUllSTMTE MOIOll
W\NOOW nw-1E'. F1..U lJ(ARJ~1G BETWEEN nil: SliIIoI, 5lIBS1AATE ANO \'Vl~W
fRAME lIRE RfQJIREO,
2) USE SIU<.."ONIZEO ACRYLIC CAiJlK BEHIND I'VlNDOW flN AT HtAD, SILL e.
lAI-1SS
3} lJ$f SIUCONIZEO ACRTlJ<: CAU\,)( FOR KRlHE'TUl stAl AAC'(J''lO EXTtJIjop' Of
WINOOW rRN-1E'.
4) ROOD-' [X1RllOlRS 1000 SERlES 5lNGlE flU'" IS SHOWN. TMlS PRINT AlSO
Ai'PUES TO THE flORIDA EXfllllClERS ISOO 11,'10 2000 SERIES St'IGU 11U'lGS.
S) WINDOW FfW.1E MAH.FUAI..: ALUMl~M AliOY 6063
NICHOIl.INSYAlLATIQN INSTR\JCTIONS
f--
',-j . ';
~!~
ptrerMC 'Ere
CAULK ~[ATHiNG
BY Q1HE.RS IlY llTHERS
STUCCO OR
SlDli'lCi BY
OTHtRS
1
lOGO SJ<. 1000 ~ >< '\
0''''. (1v., JI,.) ("p~\
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lliJlQ.lc,j !>.-A (5) mIlON A-A (?.)
,..I Nf'C'..'
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J- ~~:-{,.. --1 GE.NERAI.J
_..~" $J1i ,6, 6) Al.l1i'iS1 AUATIClN ANOtORS MlJSlll( MACE c:I COAAOSION RESlS1 A'I1'
/ .- ! IT Lk\ MATtRlAlS OR I1'vE ACORROSlOO RESlS1.&.NT COATING APl'UEO SUllP.Bte FOlt
1 I l rrlE EJ'MI\ONt-1t::!'fT MDlCIl. FRAMlNG MAIEP.lJ\L WHEP.E MCHORS Me USEe IN
B 1 PIlESSURE-PI\ESERV~TM TR!A""EO WOOD, iHE WOOD $liPl'UEA SliAll BE
I B CONSUl Tt'D f\)R Ra-o~""E!'lDAlI6N 01' A'K:l<lRS COMl',l,,'lIll1 WTfH T'HE
i OUillLY SPACE: PRESSURE-PRESERVATIVE TRtA,,.,lNT PnCUSS USEO,
i 4NCWJRS (TYP.l 7) ill.l nM SlJPPUEO HOlES I~ 11<E Fm1E (IF P;EQlII~EO) Will DE;
i ~ 6.. a) 3/16' IN DIAMETtR POll. #8 wo::JO SCREWS, 11.'10
. . LC..:. b) mE SHANK DIAMETER Of nlE NA. Il ROlINClEO UP TO nlE '~OT STIINOAAO
/ . D€SlG'lATlON OfIJlL BIT SUf.
I I 8) WOOO Y.}I:[WS SHAU. MEET MSI e:1U I DIME~IONAl R.EQlIlREMENTS.
_ 9) NAILS Sl-W.l MEET ASTM F 1661, "STIJlCMO SPEOI1CATlON f()1l. DRIVEN
lI:: J FASro,ER$; I>lNlS, SPIKES, 4~1O ~1J\PlES."
I A J~' MAX . lO} If w()(x) 1lNDS TO 5PI..lT, PRE-OORE rue AS lOUOWS (PtP. NATIONAl
(TY?)' C€SIGN Sl'EafKATlON F{)II WOOD CO~ION REQUIRE~1fI'lTSJ:
-, 6) f8 WOCiO SCE:fWS' Ii$" OIA. PltOT HCu:_
0' IlAX. (1(1'_) b) 0.1 B' CIA. MILS. #41lJRlLL Sill l'ILOT HOlE.
e) OrnER WJl DlAMETtR PILOT rUES ~K>T EXUH>lNG 75% Of THE "Wl '$
DIAMETER AS REQUlREo.
11) WOOD SCREW 1\.'40 MIl L'lr:liDAAWAl VAliJf.S l!S€O TO GtNCAATE
fASTT;MNG REQU1RtNEJ'rrs I.P.E BASED 00 SO\!1HERN PI'fE WITH A 5PE<IAC
GAA~'lTV OF 0.55,
12) ~/lX:!;) SCREWS 1\'40 folAnS SHM.l. '"'01 !If MIXED to fASTfN 11<1: SAME
ASSl:NDlY.
13) \'/lX:!;) SCRE'^'S A.'fO l'WlS SiW.L ,",OT BE IJSl:O TO FASlEN ASSU\61 Y I'ITO
THe ENe GAAlN 01' W'XlO. -
I) SHIH AS REQ'O. AT eA01INS1/1LLAllON ANCHOR WIT'H LOAD tlEAAlNG SHIM, MAX. ALLOwA8le Sl--II~
STACK TO Be 1/4", APPt V A BEAD OF V\.IlKEM 116 ADHESIVE CAUlJ( OR APPOO\'EO EQUAL AT THE
FASTENER LOCAnON P'RJOR TO iNS(RTlNG THE Sl111~ TO AOHtRE THE SHIM TO THE SUBSTRATE
AND/OR WINDOW rlW'iE. rulL OCARllllG SelWEEr<! niE SHIM, SUBSTAATE AND WINOOW rfW>lE AF:E
REQUIRED.
2) LISE SIUCONllEO ACR\'UC (.AW BEHIND W1NDO'W HN Al HEAD. SilL ~ lA.MEIS.
3) USE SlUC'OlIIlZEO IICil.YUC (AtU F<JR PERlMETffi SEAL 1\ll(.(J"lD EXtERIOR Of WINDOW FRAl~e.
4) WINOOW FRAME MATtR1Al.: AlUI~lNUM AllOY &063.
E..lEVA TION
Vi['I![O f~1.I EXTERlOR
HEAD, SII L I. JAMB ANCHOR SPMI:-lG
"'QCD ':CRE:\/l 24' D.C i'.AX. - TO 70 PSf" D.P,
fIN TYPE '..'INDO\(
rllAH!: jlll' B
'..'INDO'"
'jlIGHT
INS T IILLA lI:lN II'JC!-<JR
la 100'000 SCRf '.I S'<O'.tN
_L
ANCHOR
SPAC1';(J
(set: 9(LO\/,)
-- r-----
SECTION B- B
t.lA2ING (TV!>'>
(S(( NO'[S) "----_..
'JAiL' 7' IJ C MAlt - 46 PSf TO 70 PSI" D.P,
NA:L' I)' DC MI\)( - TO 45 PSF D.P,
"'INDe'"
itE.1GHT
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lMPORTANT INfORMATION & GENERAL NOTES
These notes ara provided to ensure proper instaRation cJ FlOOda Ex'.ru<le<1 Iomi?slonl! prodv<.l$ ard must be
followed ru IIy _
r--,
4NCHDR ~
SF ACI'IG -
(SEE sno'J)
ELEVATION
GENEAAL INSTAtlATION INSTRUCTlONS
FIN 1Ypt;
V. '.IiNDO... fRAMe
" SILL
PtRIH!:TtR MARllLr S[l!..
B( O~~~~"""\. d. -LI i~or?r>ns
- \ 10 111 --..,~ T"'O BY '..000
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Ie \,IDOD SCFEIJ SlO'"iN ---~- r'-'~
STUCCO____________- vjr--
I( [1' flE.R S J
CAJll< BEWE(N
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'SHEATHING BY OTIJtRS _
STOOL BY
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B~ CT~rR~ ~ 114' SHllol
~-'----.... [SPACE MAX
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1"I'i'ALLAT![]N A."I:f.iCR ill ~ '\-r-
.a '...ULID SCRE'" SHOWN -, .:......... ~ ~ SHIM AS R(Q'V.
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CAJll( BtT'w'E.E:N J l!~~ i~ /"~~"''''''i;;:~J~'\ REV DESCRIPTION
..11'<00'" 'll< T , - -at;! - . ~ ~.' ~-"-", \
~ SH[Ar1-<CNG SleEA HUG ~ilISi Ii. .. tiLL " i B flE\I1SEll NOTE I TO
9'1 ')Ti-l[RS 151:11'0'0 BY Io'UOO ! :.. i..-f:.::- ADO R[:Qt.JtRUoJENl TO
~ IlY DHR$ _ Ii I, u -.r7iZ3-iOJ ~s~~>l((~~~:U<
.. \ ~ j'1 l'1t ttl": __ :
SECTION A-A iiiII.' "~""'~ ~,v""!ff/ C flE\I1SEC NoTE 5.
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VIEWlO rRCM EXTf.flIOR
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NAIL' ]' ac_ ,w(. rOR J',,"BS AND
10' DoC MAX, FOR fl(AD ~ S:LL
SECTION A.::Jj
--i'MIN.
E~Bt:DMENT
('..'mo S(;1<'[,'..')
~
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bf~p~~~\t\ REV D,ESCRIPTION DATE: IN!
~~d'lli 1\...- '.., ,,~,~'!~ l(),ll/(1JR 'A
( , ., ~ 0 AlX' RlOUlI-:(M!:NT TO'"
ii 11 ,'l \is!: .<DHESiVt CAUlK
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~ " .. ,- .. "': ,.. RtViSED NOT( e. RJA
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.....,~~, \.::,. ... ER'lA1f
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[SEE SHEET 2 FOR CONTINUATION OF !'IOTfS]
(SEe SHEET 2 POR COr>lTlN\;A 116N 01' 'IOTtS)
FLOHIDA EXTRUDEHS1~~i~~ilo~+r..rl~~
CU/nflC;l\lr 01 AJTHOR1ZMION NO. 92.lS SANFORD FLORlDA
TI1L1S INSTALLATtoN DETAIL w/.S SCREI/S GR NAILS
SINGLE HU'IG F" I N 'J [NDell - SER I ES 1000. 1500. 8. 2000
DRAW~ !lY: SB I APPROVED BY: R,,A
DATE: 12110/03 !SCALl<:, N. T, $_ DWC.:rU:X002G. SliT 1 or 2
DATE INI
10/1/03 RJA
FLORIDA EXTRUDEDSINTERNATlONAL. I~C
..I n 2MO JEWETT UNE
CEIll';'l(./\'t rYF AUTHOAZA'"101< NO. 92;:., S~"t'ORD FLORIDA
l'ITLE: INSTALLAT (ON DETAIL li/t1B SCRE\lS DR NAILS
HORZ $l!DWG fIN \.lINDa'" - SERIES 1000
ORAW:i BY: BB I APPROVED BY, RJA
DAl'E;12/10/03ISCAlE:~{ T. $,'OWG:FLE:)(0020 SHEET I OF ~
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FLORIDA EXTRUDERS 1~1~rti~~14l..~~
8MlFORD rLORlDA
mtEeSER, 10001\500 FU,NGE SHEET 1 OF 2
VERTICAL I~ULll[]N !NiO HCRIZ\JNTAl
r 1000 P"J n(SlG~Q r~ lOJO P IJ /JlS!GNER'
';.ltL (f'tP) S:it.... ''''(P>
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Jl WI W, II 'I. L',",.. ". m5J I FLOHIDA EXTRUDERS 2S1.o J};;.t:1:r LA....l
...~ tJt I INTERNATIONAl. INC. 5~rO"D. ~lORlDA
+t'1.'~. ~ ~:'>t:>. ~ jI1T'1..e'SER. 1000/1500 f IN SHEET 1 OF 2
. ....~ 1 HORIZONTAL ~UlLION SECTIONS
t I
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CAULK BY -, v
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Jill
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I
INSTALLATION ANCHOR
#8 SeRE\.I \VOOD (TYP,
\VHERE TAPPERS ARE
NOT REQ'D. - NOTE 22)
SECTION A-A
&
CAULKING AT FASTENER
HOLES f':EQUIRED
(SEE NOTE 2).
SLIDING GLASS
DOOR FRAME-1
SILL
SLIDING GLASS
L.. DOOR FRAME
HEAD
~ ~TEMPERED
GLASS (TYP,)
CAULKING &
REQUIRED
(SEE NOTE 2).
~
J r;
I
flc>t
r 112' tI
4 tI /Jo f ~
A c>
t:> EMBEDl~ENT -
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&
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INSTALLATION ANCHOR
118 \oIOOD SCREV V/PLASTIC
ANCHOR (l YP. W'HERE
/..\ TAPPE.RS ARE NOT REQ'D.
ill SEE NOTE 22)
LIBERALL Y APPLY
CAULKING UNDER SILL
OR SET SILL. IN BED
OF" CONCRETE (SEE NOTE 2).
SHIM AS REQUIRED (SEE NOTE D.
SHEA THING
BY OTHERS
STUCCO
OR SIDING
BY OTHERS
PERIMETER ---1
CAULK BY
OTHERS
&
CAULKING AT FASTENER
HOlES REQUIRED
(SEE NOTE 2>,
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SILL
&
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<NOTE 17>
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(SEE NOTES)
CAULK BET\.IEEN
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& SHEA THING
'-L
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X
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[1.
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L DOOR FRAME
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(TYP)
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HEIGHT
CAULKING &
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(SEE NOTE 2).
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t EMBEDMENT
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t>
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_ INSTALLATION ANCHOR
3/16' DIA. TAPPER
(NOTE 15)
CONCRETE OR
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BY OTHERS
LIBERAlL.Y APPLY CAULKING
UNDER SILL OR SE T SILL. IN
BED Of CONCRETE (SEE NOTE e>,
SHIM AS REGlUIRED <SEE NOTE 1>.
SECTION A-A
DOOR
HEIGHT
~
MASONRY INSTALLATION
-...... .....-1/4' MAX. SHIM SPACE
1 114' MIN.
1--- -EMBEDMENT
ONE BY \.1000
BUCK BY OTHERS
<NOTE 11 a. 1~
&
2X4, 2X6, OR 2X8 \.IOOD-..
BY OTHERS (NOTE 6)
.d
CONCRETE DR
MASONRY OPENING
BY OTHERS
~
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\
\
,
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INSTALLATION ANCHOR
#8 \VOOD SeRE\.! <TYP,) \
(NOTE 23)
(ANCHO~S SHO"N IN SAME
PLANE: fOR CLARITY ONLY,
HOOI< STRIP ANCHOR HOLES
SPACED 2' APART ON / \ 1'1/8' MIN.
OPPOSll E FLANGES) \ EMBEDMENT
<TVP.)' . <t
SLIDING GLASS DOOR ~ ~ ~
HOOK STRIP 4 "
-i-- - . k.... <t ,," ~
17) / \ ~ ,,~ ~,~ 3/4'
~ IL "''' "'"............
TEMPERED GLASS ~ I T
(TYP) ~~
~ STUCCO
~ 1\ BY OTHERS
w... ""7 I ~~LIDING GLASS DOOR
// INTERLOCK
HOOK STRIP DETAIL
IMPORTANT INFORMATION &. GENERAL NOTES
MAX,
.d'
CAULK BET\.IEEN
HOOK STRIP a.
\.IOOD BUCK
CAULK 13ET\JEEN
q \.1000 BUCK &
I ~ --- MAS'Y. OPENING
~ BY OTHERS
___-SHIM AS REQ'D.
~ (SEE NOTES)
l\'~~:STALLATIDN ANCHDR
~ 3/16' OIA. TAPPER (t~OTE
, ~ ~CAULK BET\.IEEN
~ DOOR FLANGE
",*,. a. \.IooD BUCK
PERIMETER ___" ~
CAULK BY CONCRETE OR
OTHERS ~ MASONRY OPENING
.............. S,G,D. \JIDTH _.... BY OTHERS
STUCCO
BY OTHERS
x
u
III
!EMP: GLAS~J
<TYP,)
SECTION B- B
These notes are provided to ensure proper installation of FkJrida Extruders Milestone prodlJcts and must be followed fully.
GENERAL INSTALLATION INSTRUCTIONS
A1
I
1) SHIM AS REQ'D. AT EACH INSTAlLAllON ANO-IOR 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
CAUlXING OR SET INTO WET CONCRETE.
2) USE SrUCONIZED ACRYLIC CAULK BEHIND DOOR FlANGE AT HEAD &. JAMBS. liBERALLY AWl Y SILICONIZED ACRYLIC
CAULKING UNDER SILL OR set SILL IN BED OF WET CONCRETE. CAULK BElWEEN BACK CORNER OF SILL RISER AND
CONCRETE. CAULK ALL fASTENER HOLES PRIOR TO INSTAllING FASTENER AND AROUND HEAD AFTER INSTALLATION.
3) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTE.RIOR OF DOOR AND BEN.'EEN HOOK STRIP & BUCK
FOR POCKET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.
5) DOOR FRAME MATERIAL: ALUMINUM AllOY 6063.
6) TWO 8Y WOOD BUCK AND/OR FRAMING AT n~E HOOKSTRIP TO BE SECURELY FASTENED TO TRANSfER THE LOAD TO 111E
MASONRY, CONCRETE OR. OTHER STRUCTURAL SU8STRATE PER fOC, S€CTION 1707.4.4.2 AND niE ENGINEER. OF RECORD'S
DETAILS.
7) FLORIDA EXTRUDERS 1000 SERIES SUDING GLASS ??oo IS SHOWN. mlS PRINT ALSO APPUES 1"0 mE flORIDA
EXTRUDERS 500 MD 2000 SERIES SliDING GLASS DOORS.
6) WHERE "X" REPRESENTS MOVING PANEL AND "0. REPRESENTS FIXED PANEL, APPROVED CONFIGURATlONS ARE AS LISTED
ON 111E ANCHOR INSTALLATION CHART.
#
#
&
rn
B B
&
I
A...J
EXTERIOR ELEVATION
2 PANEL DOOR SHO~N
(SEE NOTES 8, 9 8. 10)
&
N
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.-....,.*~~~
(./~ .~.~".. \~ REV DESCRIPTION
't; .l \ B R[\II$ED NOTES I, 2. J, 6.
l ~ \ i:1.. I'. 12, 13, 16, 22, 23 '"
'10... 3. . ....... .......... 31 AND ADDED ~D/OR
_;, r ~ ,,~ ioI'lJ RlYlSEO RELATlO
~ l ~i~' REJERENCf:S AND/OR
,.. #fA ~~.. .~~.. ~.IJ- ILLUSTRATIONS. RENUMBERED
'\'" .... "I. .i' 'I NOITS 6 TO 10 AND
~ .,......,. RlYlSEO REfERENCES TO
. __ l1-IESE NOTES. R[\IISEO
.~ TAPPE~ FOR .9<lXX
'}-P^,"IEL DOORS.
DATE INI FLORIDA EXTRUDERS I~~~~NtJ~OE14L'J~~
12/18/03 RJA CERtiFICATE OF AUTHORIYDON NO. 9235 SANFORD. FLORIDA
TItLE: SLIDING GLASS DOOR 500J 1000 8. 2000
MASONRY INSTALLATION VITH NON-STRUCTURAL
BUCK AND TAPPERS
DRAWN By:BB APPROVED BY: RJA
DATE: 12/18/03 I SCALE: NTS DWG #: FLEX0021 SHEE T 1 OF 2
[SEE S1iEET 2. f-oR CONTINUATION OF NOTES]
FRAME INSTALLATION
........- DOOR I,JIDTH -.... F1I4' MAX. SHIM SPACE
1-1/8 MIN.
.- -EMBEDMENT
SLIDING GLASS
DOOR FRAME
JAMB ! T~O BY \.1000
I .r- BY OTHERS
~" (NOTE 6)
(SEE NOTES)
/
/
n INSTALLATION ANCHOR
r.L .fi.. t-- #8 \.IoOD SCRE\.I
= (NOTE 21>
- CAULK BET'JEEN
DOOR FLANGE
Be SHEA THING
T\.IO BY \VOOD BY
OTHERS <NOTE 6) ~
~
INSTALLATION ANCHOR
Ita \oIOaD SCREIJ (TYP.> --,
<NOTE 21>
(ANCHORS SHOVN IN SAME
PLANE FOR CLARITY ONLY.
HOOK STRIP ANCHOR HOLES
SPACED 2' APART ON /
OPPOSITE rlANGES.> / 1 1/8' MItt
~6b~1~T~I~ASS DOOR~ /,,, / /\ ~~f~~NT I
,t- .- \ / ,
'J \ /'''-." ~.e 3/4' MAX,
_ - I -'- T
==~ L SHEATHING
III \ BY OTHERS
\\ ~ LSLlDING GLASS DOOR
// INTERLOCK
HOOK STRIP DET AIL
CAULK 8ETIJEEN
rHOOK STRIP Be
\.IOOD BUCK
"
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(TYP,)
GLASS
TEMPERED '.) 7
GLASS (TYP;-
~
PERIMETER
CAULK BY
OTHERS
J;'
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SHEATHING
BY OTHERS
STUCCO
OR SIDING
BY OTHERS IMPORTANT INFORMATION a GENERAL NOTES
These notes are provided to ensure proper Installation of Aorida Extruders Milestone products and must be
followed fully.
SECTION B- B
AI
I
GENERALINSTAlLATI0NINSTR~ONS
#
#
b... 1) S1nM ftS REQ'D. AT EAOi INSTALLATION ANCHOR wrn~ lOAD BEARlNG SHIM. MAX. ALLOWABLE SlUM STACK TO
ill BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PlASnc AND MUST BE COMPlETELY
'--1 ENCAPSUlATED IN CAULKING OR SET INTO WET CONCRETE,
r t 2) USE SIUCONIZED ACRYliC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. U8ERALLY APPlY SIUCONIZED
B B ACRYLIC CAULl<1NG UNDER SIll OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL
b... RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER
ill INSTALU\TION.
3) USE SIUCONIZED ACRYlIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP
&. BUCK FOR POCKET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEALED wm~ A SMALL JOINT SEAM SEALER.
5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063.
b... 6) TWO BY WOOD eUCK AND/OR fRAMING AT THE I1EAD, JAMB AND HooKSTR!P TO BE SECURELY FASTENED TO
ill TRANSFER THE LOAD TO THE WOOD OR APPROVED fRAMING ~1EMBERS PER FBC, SECTION 1707,4.4.3 AND THE
ENGINEER OF RECORD'S DETAILS,
A--
fr EXTERIOR ELEVA nON
~ 2 PANEL DOOR SHOWN
(SEE NOTES 8, 9 & 10)
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DRAWN BY: BB
DATE: 12/18/03 !SCALE:
APPROVED BY: RJA
NTS !DWG #: fLEX0027 SHT 1 Of 2
[SEE SHEET 2 r<)R CONTINUATION OF NOTES]
EXrI'RUDERS INTERNATIONAL, INC.
~ . 2540 JEWETT LANE
CtRTlF1CAlE Of' AVTI10RIZADON NO. 92J5 SANFORD, FLORIDA
TITLE: SLIDING GLASS DOUR 500) 1000 8< 2000
FRA~1E INSTALLATION \.JITH #8 SCRE\.JS
DESCRIPTION DATE INI FLO RID A
~if .lrNO~'S~ ~~:?i:tt 11. 12/18/03 RJA
/\NO/OR RtV1SEO RflA"EO
FlEfEREloI(;[S /\NO/OR
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INSTALLATION ANCHOR INSTALLATION ANCHOR
3/16' DIA. TAPPER lt8 \VoOD SeRE'." <TYP. W'HERE
(NOTE 17> TAPPERS ARE NOT
CONCRETE DR ONE BY '..IOoD REQ'D. - NOTE 22)
MASONRY OPENIN'~Gr- BUCK BY OTHERS
BY OTHERSl <NOTE 11 B. 12)
SHIM AS &
(SEE :7 SLIDING GLASS
::~:S) I" I 114' MIN, ODDR r5~~~
t;;> EMBEDMENT - 1/4' MAX.
. t> . SHIM SPACE
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(NOTE 6)
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\/ SHIM SPACE
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Mar. 22, 05
PRODUCT APPROVAL SPECIFICATION SHEET
As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the
building components listed below if they will be utilized on the construction project for which you are applying for a bUilding permit. We
recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products.
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Cateqorv/Subcateqorv
1. EXTERIOR DOORS
A. SWINGING
Manufacturer
Plastpro Inc.! Nanya Plastics
Jeld-Wen
B. SLIDING
Kinco
BetterBilt lMI Home Prod.)
Fla. Extruders (Milestone)
General Aluminum
C. SECTIONAL
Clopay BUlldinq Products
D. OTHER
2, WINDOWS
A. SINGLE HUNG
Kinco
BetterBi It
Fla. Extruders
General Aluminum
B. HORIZONTAL SLIDER
Kinco
BetterBilt
Fla. Extruders (Milestone)
General Aluminum
C. FIXED
Kinco
BetterBilt
Fla. Extruders (Milestone)
General Aluminum
D MULLION
Kinco
BetterBi It
Fla. Extruders (Milestone)
General Aluminum
3. PANEL WALL
A. SIDING
B. SOFFITS Kaycan Ltd.
Cameron AShlev BUlldino
C WALL LOUVER
o GLASS BLOCK Pittsburgh Comino Corp.
E. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES Certain Teed Corooration
B. UNDERLAYMENTS
C. ROOFING FASTENERS
D ROOF VENTILATORS Air-Vent Inc.
E. ROOFING TILES
F. MODIFIED BITUMEN Certain Teed Coro.-Roofinq
G. SINGLE PLY ROOF
SYSTEMS
H. CEMENTS-ADHESIVES
COATINGS
I. ROOF TILE ADHESIVE
J. OTHER
5. SHUTTERS
A. STORM PANELS
B. COLON IAL
C. ROLL-UP
D. OTHERS
6. SKYLIGHTS
A. SKYLIGHT
B. OTHER
7. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/ Simpson Strong-Tie
ANCHORS
USP Structural Conn.
B. TRUSS PLATES MiTek Industries, Inc.
C. ENGINEERED LUMBER Boise EnQ. Wood Prod.
D. RAILING
E. CONCRETE
ADM IXTURES
F. MATERIAL
G,OTHER
FECP Corp. (Cast-Crete)
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Product DescrlDtion
AOOroval Number(s)
Simpson & USP Cross Over Chart with Florida
Product Approval Numbers
S' Pdt Florida Product USP Product Florida Product
Impson ro uc A I Product Description Approval
pprova Number
Number Number
Number
A34 FL474 Framinq Anchor MP34 FL570
ABU44 FL474 Adiustable Post Base PAU44 F L569
CS22 FL 1901 COil Strap Tie RS300 FL822
H3 FL474 Hurricane Tie
H10 FL474 Hurricane Tie RT16 FL565
H2.5 FL474 Hurricane Tie RT7 FL565
H6 FL474 Hurricane Tie LFT A6 FL820
HCP2 FL474 Hip Corner Plate Connector HHCP2 FL817
HDQ8-SDS3 FL474 Holddown UPHD8 FL817
HETA16 FL 1901 Embedded Truss Anchor HT A 16 FL821
HET A20 FL 1901 Embedded Truss Anchor HT A20 FL821
HGU8210-2 FL474 Truss Hanaer THDH210-2 FL821
HHETA40 FL 1901 Embedded Truss Anchor
HSUR/L410 FL503 Heavy Skewed U Hanaer
HTS16 FL538 Heavv Truss Strap HTW16 FL820
HTS20 FL538 Heavy Truss Strap HTVV20 FL820
HTT16 FL503 HDfTension Tie HTT16 FL821
HTT22 FL503 HDfTension Tie HTT22 FL821
HUS26 FL474 Heavy Joist Hanaer HUS26 FL818
HUS28 FL474 Heavy Joist Hanaer HUS28 FL818
HUS410 FL474 Joist Hanaer HUS410 FL821
HUS412 FL474 Joist Hanaer HUS412 FL821
HUSC410 FL474 Joist Hanaer
HUSC412 FL474 Joist Hanqer
lTT FL474 TF I.Joist Hanaer THO FL815
IUT FL474 I-Joist Hanqer THF FL815
LGT2 FL1423 LiQht Girder Tiedown LUGT2 FL568
L8SU210-2 FL474 Slopable/Skewable Hanaer LSSH31 FL816
LSSU28 FL474 Slopab!e/Skewable Hanaer
LSTA12 FL1901 Strap Tie LST A 12 FL816
LSTA18 FL 1901 Stra p Tie LST A 18 FL816
LST A30 FL 1901 Stra p Tie LST A30 FL816
LSTA36 FL 1901 Stra p Tie LST A36 FL816
L TS12 FL474 Twist Stra p LTW12 FL820
L TS16 FL474 Twist Stra p LTW16 FL820
L T818 FL474 Twist StraD LTW18 FL820
L TS20 FL474 Twist Strap L TW20 FL820
LTn9 FL474 Tension Tie LTS19 FL822
L TT20B FL474 Tension Tie L TS20B FL822
LUS26 FL47 Joist Hanqer JUS26 FL821
LUS414 FL474 Joist Hanaer JUS414 FL821
M BHA3.56/11 .88 FL538 Masonry Beam Hanqer NFM35X1178U FL578
META22 F1901 Embedded Truss Anchor HTA24-18 FL859
MGT FL 1423 Medium Girder Tiedown
MST48 FL1901 Strap Tie KST248 FL822
MST60 FL 1901 Strap Tie KST260 FL822
MSTAM36 FL 1901 Strap Tie for MasonN
MTS12 FL474 Twist Strap M TW12 FL820
MTS16 FL474 Twist StraD M TW16 FL820
MTS18 FL474 Twist Strap MTW18 FL820
MTS20 FL474 Twist Strap MTW20 FL820
MTS30 FL474 Twist Strap MTW30 FL820
MTT28B FL503 Tension Tie MTS27B F L822
PA51 FL474 Foundation Strao TA51 FL816
SOS 1/4x2 1/2 FL1463 Stronq Drive Screw
SDS 1/4x4 1/2 FL1463 Strong Drive Screw
SDS 1/4x6 FL1463 StronQ Drive Screw
SP1 FL474 Stud Plate Tie SPT22 FL817
SP2 FL474 Stud Plate Tie SPT24 F L817
SP4 FL474 Stud Plate Tie SPT4 FL821
U24 FL1218 Face Mount Joist Hanoer
Set Pac 10 FL402.3 Expoy
HD Titen FL23042 Titen Anchor
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Distintion Flbreqlass Entry Doors
Exterior Doors
FL1321
FL498,539
Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 21314/5 XHP
420, 470/452,4/0HP/452HP
Series 500/100012000
420/430/440
FL126
FL561
FL45
FL264
Residential WindCode Doors
FL542
Mk 40/50, Mk 40/50 HP
165, 165/3000, 74013740, 3240/4250HP
Series 1000/1500/2000
FL123
FL663
FL42
1100/1140/1440/1450/1540/1550/1570/19001
1940f1970
FL254, 1698
RW HP, RW XHP, RW4-XHP
168/3168,680
Series 1000
1180/1480/1580/1590/1980/1990
FL124
FL6/0
FL43
FL256, 1700
M k 40/50 PlY/CT, TWPW/CT
165/3000, 740/3740, 3240/4250HP, 680
Series 1000/2000
11 00TDU11 001450TDU1450f1550/1570/19001
1970/5000/5300/5350
FL125
FL6f6
FL44
FL255, 263, 1697
M03-04A, M02-03A, M96-08C
FL957
FE5f09/5710/5711/571215713/5714/5718
FL974
FE5700/5701/5702/5703/5704l5705/5717
1100f1900/1970
FL1252
0605/0606/9500/9510 Aluminum Soffit
41550/451 021451 02N Aluminum Soffit
FL1965
FL406
Glass Unit MasonlV installed w/Mortar
FL1363
CT20 (and AR)~ Landmark 30/40 (and AR),
XT25 (and AR), XT30 (and AR)
FL250
CRV Aluminum Ridge Vent
NOA No 03-093008
Modified Bitumen Roof System
FL479
see chart
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~
see chart
Truss Plates
Versa-Lam SP
Wood I-Joists ALLJOIST
FL2197
FL1644
FL1645
HiQh Strength Concrete Lintels
FL158
8. NEW EXTERIOR
ENVELOPE PRODUCTS
A.
8.
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 o~ the jobsite; 1) c~py 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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