HomeMy WebLinkAboutBIN B-4 PERMIT 4310
Termite Specifications:
Structural Notes:
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER
AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL
BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR
ELECTRIC PANEL.(FBC 104.2.6)
FOUNDATIONS
SOIL TO BE COMPACTED TO AT LEAST 95%
OF MAX. DRY DENSITY AS DETERMINED BY
ASTM - 1557 ( MODIFIED PROCTOR)
FOUNDATION INSPECTIONS
A FOUNDATION SURVEY SHALL BE PERFORMED AND A
COpy OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING
INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE
EXPOSED AND A STRING STRECHED FROM MARKER TO
MARKER TO VERIFY REQUIRED SETBACKS.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6"
PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.63
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT
LEAST ONE CROSS WIRE WITHIN THE 6".
4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF
ALL TOP BARS OF BEAMS.
5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0"
AROUND CORNERS OR CORNER BARS WITH A 2'-0"
LAP PROVIDED
6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR
SPLICES SHALL BE 40 BAR DIAMETERS TYP.
7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR
1 1/2" TO FORM
MASONRY WALL CONST.
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90,
WITH A MINIMUM NET COMPRESSIVE STRENGTH OF
1900 PSI ( fm = 1500 PSI)
2. MORTAR SHALL BE TYPE "M" OR "SO, CONFORMING TO
ASTM C270.
3. COARSE GROUT SHALL CONFORM TO ASTM C475 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, ETC. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES,TYP., U.N.O.
4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK
PER ASTM C. 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-C,
MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS
THAT ARE CORROSIVE TO STEEL IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO
SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS.
DOT SODIUM BORATE (SBX) DOES NOT.
SOIL BEARING
VALUE:
CODES:
PREFABRICATED WOOD TRUSSES
3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS
SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4)
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY
FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
HURRICANE CLIPS OR ANCHORS.
2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN
ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL
DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND
ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL
FOREST PRODUCTS ASSOCIATION.
3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR-
TIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE
FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE
LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
REQUIRED BY THE TRUSS MANUFACTURER UNLESS
NOTED ON THE PLANS.
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE
NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS
MANUFACTURER IN ACCORDANCE WITH THE DESIGN
LOADS AS LISTED ON THE STRUCTURAL DESIGN CRITERIA
6. DESIGN SPEOFICATIONS 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 SPECIFlED 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 CEMENTATIOUS FINISH LESS THAN 5(8"
THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6)
5. INITIAL TREATMENT SHAll BE DONE AFTER ALL EXCAVATION AND BACKFILL
IS COMPLETE.(FBC 1816.1.1)
WIND LOADS:
(F.B.C.)
CONCRETE
STRENGTH
@ 28 DAYS
6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2)
7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS,
ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASlIC FORMS. PERMANENT
FORMS MUST BE OF A SIZE AND DEPTH THAT WILL EUMINATE 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 SUBTERRANf.A.N
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) lOd 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/l/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 SET', OR HIL TI " 2 PART'
EMBEDDMENT EPOXY ), MIXED PER MANUFACTURER'S
INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM
DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND
AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY.
ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPEOFlCATIONS,
THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM
POUR.
4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF
GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE
FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
5. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT.
IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES
NOT HAVE TO BE CONT. TO FOOTING)
General Notes:
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THE FOLLOWING TECHINCAL CODES ~~~ ~
SHALL APPLY: i!: 8-
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2001 FLORIDA BUILDING CODE, Z
PLUMBING, MECHANICAL, FUEL GAS, Nco ~~~ ;~ ~
ENERGY EFFICIENCY, ACCESSIBILITY, ~ ~o
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AND 2002 NATIONAL ELECTRICAL CODES 0:: ~8~ ~ ;
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ORDINANCE 92-19 - APPENDIX "J" O)N g-W 00 ~
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TO FBC PLUMBING 2001 CODE. ~ oti,.,...... ;a
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1. TANK TYPE WATER CLOSET VOLUME W d ........w ~c~ i~ UlI
1.6 GALLONS a.: ..
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2. WALL MOUNT WATER CLOSET VOLUME ~ ~~ ~~t1 !" ~
3.5 GALLONS ~ ll. ~~ CC ra~
3. WATER - FLOW RATE. W :~~ ~~ ~l!5
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0.5 G.P.M. Z
PUBLIC FAOLITIES . . .
PRIVATE FACILITIES 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
ALL PLUMBING WATER LINES
TO BE PVPC
Structural Design Criteria:
FLORIDA BUILDING CODE, 2001 EDITION
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AO 318-02)
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89)
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (AeI 530-02)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION
APA PLYWOOD DESIGN SPECIFICATION
ROOF
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
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
4.
WELDED WIRE FABRIC SHALL CONFORM TO
ALL REINFORCING BARS
ALL STIRRUPS AND TIES
ASTM A185
ASTM A615-40 40,000 PSI
ASTM A615-40 40,000 PSI
VTR LOCATIONS ARE APPROXIMATE
AND MAY CHANGE DUE TO JOBSITE
CONDITIONS
THE FOLLOWING SHALL COMPLY
WITH THE 2001 FBC.
o PORCHES AND BALCONIES
SECTION 1014
o HANDRAILS - SECTION 1007.5
o GUARDRAILS - SECTION 1015, 1019.9
o STAIRS - SECTION 1007
o CHIMNEY & FIREPLACE
SECTION 2804-2806 (MFGR)
SECTION 2113-2114 (MAS)
!Xl EGRESS WINDOWS
SECTION 1005.4
ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI
MORTAR TYPE "SO 1900 PSI
CONCRETE GROUT 3000 PSI
CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O
SHOP AND FIELD WELDS: E70XX ELECTRODES
ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O.
NO.2 SOUTHERN YELLOW PINE (19% M.C.)
ROOF DECK: PLYWOOD C-(fC-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)
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 SPECIFlED CODES, DEDUCTING
A MAXIMUM OF 10 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL
DEAD LOAD.
DESIGN LOADS:
DEAD LOAD:
LIVE LOAD:
TOTAL:
15 PSF
40 PSF
55 PSF
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
SEE SOILS REPORT AND SPECIFlCATIONS 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.
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Index Of Drawings
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.
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)
WIND SPEED 123 MPH
WIND IMPORTANCE FACTOR -- (Iw) = 1.0
WIND EXPOSURE -- "B" (FBC 1606.1.8)
INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED)
SHT NO:
CONSTRUCTION TYPE -- TYPE VI UNPROTECTED
(SECTION 608 - FBC 2001)
WIND BORNE DEBRIS AREAS
THE METHOD TO SATISFY PROTECTION OF OPENINGS
IN THESE AREAS WILL BE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WIn~IN 5'-0"
OF ALL EXTERIOR BUILDING CORNERS
A
A1
A2
A3
A4.1
A4.2
A4.3
AS.1
AS.2
AS.3
A6
S-l
S-2
S-2A
S-3
S-4
S-6
S-7
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
PREVAILING CODES, FLORIDA BUlLDil':G
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
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REVIEWED
HAY 1 0 Z005
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CENTRAL FLORIDA DIVISION,
TAMPA, FLORIDA 33609
ENGINEERED PLANS
ON FILE
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FLOOR PLAN
FOUNDATION PLAN
ELECTRICAL PLAN
ELEVATION I
ELEVATION II
ELEVATION III
ROOF FRAMING ELEV I
ROOF FRAMING ELEV II
ROOF FRAMING ELEV III
INTERIOR ELEVATIONS
FOUNDATION DETAILS
LINTEL DETAILS
LINTEL PLANS
ROOF FRAMING (I, II, III)
BRACING DETAILS
WALL SECTIONS
STRUCTURAL NOTES &
HANGER INFORMATION
WINDOW & DOOR DETAILS
WINDOW & DOOR DETAILS
WINDOW & DOOR DETAILS
WINDOW & DOOR DETAILS
PRODUCT APPROVAL INFO
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Notice To Builder
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 CLARlFICATION..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.
ANDOVER 2005
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LAST PLOT DATE
15 Mar. 23. 05
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GENERAL NOTES:
THE FOLLOWING SHALL COMPLY WITH
THE FBC (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 "510" FOR COMPONENT &
CLADDING PRESSURE DESIGN TABLE
WALL LEGEND
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FILLED SOUD WITH GROUT
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PROVIDE A MIN. NET CLEAR
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24 HOURS AFTER CONCRETE PLACEMENT.
. INDICATES FILLED CELL FROM FTG
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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
NFPA NATIONAL FIRE ALARMCODE. CHAPTER 21999 EDITION
5. ALL ELECTRICAl IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT
CIRCUIT PER 2002 NEC
SINGLE PHASE 200 AMP
BREAKER PANEL NEMA 1
30 CIRCUIT
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VAULTED CEILING AT 2.5/12
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SQUARE CUT OVERHANG
HEEL HEIGHT = 2x4 STD.
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
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TRUSS END DETAIL
Truss Notes:
THE Floor and ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. Final floor and ROOF
TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. If FINAL TRUSS Layout LAYOUT Drawings
DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S
DRAWINGS SHALL BE REVIEWED AND APPROVED BY design styles, inc. and the ENGINEER OF RECORD prior to
CONSTRUCTION.
TRUSS MANUFACTURER TO verify adequacy of all specified Ivl beams and make any adjustments necessary due
to final truss design or calculated reactions. All modification to be reported to design styles, inc. and the
engineer of record prior to construction.
Electrical & hvac layouts are based on these framing layouts. Any deviations are to be approved by design
styles, inc. prior to construction.
typical truss connectors
1. ALL CONNECTORS ARE "SIMPSON, Strong-Tie".
2. USE MTS20'S FOR roof TRUSS TO FRAME CONNECTIONS.
3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES WI CS16'S.
4. USE HHETA20 FOR roof TRUSS TO MASONRY CONNECTIONS.
5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS.
6. USE (2) HTS30 FOR GIRDER TRUSS TO FRAME CONNECTIONS.
7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED.
8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS.
Design Styles, Inc. and THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS
INFORMATION IS SUPPLIED from truss manufacturer.
APProved by.
Date:
ID-STATE TRUSS CO., INC.
3125 Reynolds Rd., P.O. Box 1606
Eaton Park, Florida 33840
941-665-1309 / 1-800-940-8787
BUILDER:
US HOME CORP.
LfGAL ADDRESS:
DEl.;
ANDOVER 2005 ELEV. II'
Rf.Y1SIONl
9Yt
STB
JOB .
N.T.S.
11/04/04
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FRONT WALL
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S.G,D. SILL DETAIL
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SCALE: N.T.S.
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FOUNDATION NOTES
GENERAL MASONRY NOTES:
3) SOIL:
3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR)
4) CONCRETE:
4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2500 PSI (NORMAL WEIGHT).
4.2 REINFORCING BARS: ASTM A615 (GRADE 40).
4.3 WELDED WIRE FABRIC (W'NF): ASTM A185.
4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3"
BOTTOM AND SIDES.
4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK
AND DRIVE SLABS) 3 1(2" THICK MIN., REINFORCED
WITH 6X6 - W1.4 X Wl.4 WWF 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
1. MASONRY UNITS: lAW ASTM egO
2, MORTAR: TYPE M OR TYPE SlAW SBC TABLE 1402,88 IS
REQUIRED TO BE TYPE M OR TYPE S
3. GROUT: 3(8" MAXIMUM AGGREGATE, 8" - 11" SLUMP
3000 PSI OR ASTM C476
4. CONCRETE: 2500 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR
FOOTINGS: 2500 PSI FOR SLABS ON GRADE
5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN
ACCORDANCE WITH ASTM A615, A616,A70
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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
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SECTION BETWEEN DOWN RODS
ARE CONSIDERED SHEARWALLS
UNLESS OPENINGS ARE BETWEEN
THEM.
J 2 \ TYP. SHEAR WALL SECTION
, S-2 , 9/16/03 TH
INSTALLATION OF WINDOW
BUCK STRIPS - lX3 (MIN). GLUE
STRIP WI ADH ESIVE SEALANT
& SCREW W/3/16" X 2 1/2" PHILLIPS
FLAT HD. "TAPCON" SCREW MIN.
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INSTALLATION OF S.G.D.
BUCK STRIPS - lX4 (MIN). GLUE
STRIP W/ADHESIVE SEALANT
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EXTERIOR FRAME WALL
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, S-2 , 1/2" 9X 8" "J" BOLT @ 40" o/C SHEAR = 61 PLF.
1/2" 9X 6" EXPANSION ANCHOR @ 40" o/C SHEAR = 61 PLF.
2-7/S" HILTI X-DNI NAIL @ 12" o/C SHEAR = 140 PLF.
1/4" 9X 3" TAPCONS @ 16" o/C SHEAR = 198 PLF.
8
__ BLOCK LINTEL
-- 1/2" DRWALL
8
BUCKSTRIP - lX3 MIN (WINDOW)
lX4 MIN (SGD)
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.--
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EB MASONRY a"'NING
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)LOTT
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8/01/03
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HURRICANE ANCHORS (TYP.)
SPLICES 25" MIN.
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(TYPICAL)
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:- ALL SHEARWALL SEGMENTS CONSIST OF A FILLED
t- CELL EACH END WITHOUT AN OPENING BETWEEN,
t- SEE FLOORPLAN FOR FILLED CELL LOCATIONS.
FILLED CELL:
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LAST PLOT DATE
Mar. 22, 05
ENGINEERING
SPECIFICATIONS
I PRODUCT DESCRIPTION I
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 C475 F'G = 3000 PSI WI MAXIMUM
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP.
IGENERAL NOTES I
1. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
2, SHORE FILLED LINTELS AS REQUIRED.
3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL
ANDIOR 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 I
I.ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARlNG.
EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED
BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES.
2, N,R. = NOT RATED.
3, SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD.
4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR.
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE
DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE
THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES
BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY
FROM THE FACE OF SUPPORT,
. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA
COMPRESSIVE STRENGHT = 1900 PSI
. REBAR PER ASTM A615 GRADE 50
. 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
11.THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS
SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C925
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
<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)
WI 15% REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
(AST-(R4iTtI
____ TYPE
LENGTH _____
SAFE LOAD - POUNDS PER LINEAR FOOT
Bf8.0B 8Fl2.0B 8F[6-DB BF20-DB BF24-D8 BF28-DB 8m-DB
8U8 BF8- [B BF[2. [8 BF[6- [B 8F2D- [8 8F24- [8 8F28- [8 BF32. [8
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 2593 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 73~2 ([9 8733 19 10127 ([9
1105 1173 1531 2090 2549 3009 3470
1062 1451 2622 4360 7168 (45 6036 ([9 718[ ([9 8328 (20
1238 2177 3480 3031 3707 4383 5061
908 1238 2177 3480 5381 8360 [0394 37) 8825 (14
1011 1729 2632 2205 2698 319 3685
743 1011 1729 2561 3898 5681 8467 44 6472 ([5
699 1150 1525 2564 3486 28B 3302
752 1245 1843 2564 3486 4705 37 6390 (~7
535 890 1247 2093 2777 2153 2536
643 1052 1533 2093 2781 3643 (38 ~754 (45
582 945 1366 1846 2423 3127 4006
582 945 1366 1846 2423 3127 4006
540 873 1254 1684 2193 2805 3552
540 873 1254 1684 2193 2805 3552
471 755 1075 1428 1838 2316 2883
471 755 1075 1428 1838 2316 2883
424 706 1002 1326 1697 2127 2630
442 706 1002 1326 1697 2127 2630
NR NR NR NR NR NR NR
458 783 1370 1902 2245 2517 2712
NR NR NR NR NR NR NR
412 710 1250 1733 2058 2320 2513
NR NR NR NR NR NR NR
300 548 950 1326 1609 1849 2047
NR NR NR NR NR NR NR
235 420 750 1037 1282 1515 1716
NR NR NR NR NR NR NR
180 340 598 845 1114 1359 1468
NR NR NR NR NR NR NR
165 315 550 784 1047 1285 1399
NR NR NR NR NR NR NR
129 250 450 654 884 1092 1222
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO, 4
2'-10" (34") PRECAST
3'-6"
(42") PRECAST
4'-0"
(48") PRECAST
4'-6"
(54") PRECAST
5'-4"
(64") PRECAST
5'-10" (70") PRECAST
6'-6"
(78") PRECAST
7'-6"
(90") PRECAST
9'-4"
(112") PRECAST
554
10'-6" (125") PRECAST
475
11'-4" (136") PRECAST
362
12'-0" (144") PRECAST
337
13'-4" (150") PRECAST
296
14'-0" (168") PRECAST
279
14' -8" ( 1 76") PRESTRESSED
N.R.
15'-4" (184") PRESTRESSED
N.R.
17'-4" (208") PRESTRESSED
N.R.
19',4" (232") PRESTRESSED
N.R.
21'-4" (256") PRESTRESSED
N.R.
22'-0" (264") PRESTRESSED
N.R.
24'-0" (288") PRESTRESSCD
N.R.
SAFE GRAVITY LOADS FOR 8" PRECAST WI 2" RECESS DOOR U-LINTELS
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LENGTH ____
SAFE LOAD - POUNDS PER LINEAR FOOT
8RF6-OB 8Rf[D-08 8RfI4-08 8Rf[S-DB 8Rf22.0B 8Rf26-D8 8Rf3D-OB
8RU6 8RF6-18 8Rf[D-18 8Rfl4-[8 8Rf[8-[B 8Rf22.[8 8RF26-1S 8Rf3D-1B
1749 3355 3280 4349 5421 6493 7567
1535 1891 3699 5206 6639 8060 9479 10893
1596 3063 2992 3968 4946 5924 6904
1494 1756 3699 5206 6639 8060 9479 10893
920 1770 1716 2277 2839 3402 3966
866 1167 2481 4567 6389 8060 (3~ 7917 [9 93[[(19)
859 1653 1600 2124 2649 3174 3700
810 1113 2342 4242 6639 (10 8060 (39 7402 [9 8706 ([9
901 1825 3120 5048 7747 9448 7360
901 1825 3120 5048 7915 9479 [0893 (32
755 1490 2459 3776 5743 7239 5623
755 1490 2459 3776 5743 8998 [9 [0893 (48
466 999 1568 2253 3129 4091 3146
526 999 1568 2253 3129 4150 5891 (~7
(#) 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"
(58") PRECAST
5'-10" (70") PRECAST
5'-8"
(80") PRECAST
797
7'-6"
(90") PRECAST
669
(116") PRECAST
9'-8"
411
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
~AST-~R4iT. SAFE LOAD
~ "f PLF
________ TYPE REINF.
LENGTH_____ 8U8 8F8 CMU*
2'-10" (34") PRECAST 1293 1642 2135
3'-6" (42") PRECAST
4'-0" (48") PRECAST
4'-6" (54") PRECAST
1025 1024 1830
755 763 1365
592 591 1057
5'-4" (64") PRECAST
5'-10" (70") PRECAST
6'-6" (78") PRECAST
411 411 734
340 339 607
507 721 483
7'-6" (90") PRECAST
9'-4" (112") PRECAST
424 534 357
326 512 227
10'-6" (126") PRECAST
284 401 178
11'-4" (136") PRECAST
250 452 152
12'-0" (144") PRECAST
13'-4" (150") PRECAST
244 402 135
217 324 109
14'-0" (168") PRECAST
14'-8" (176") PRESTRESSED
15'-4" (184") PRESTRESSED
17'-4" (208") PRESTRESSED
19'-4" (232") PRESTRESSED
21'-4" (256") PRESTRESSED
205 293 98
N.R. 284 89
N.R. 259 82
N.R. 194 63
N.R. 148 51
N.R. 125 42
22'-0" (264") PRESTRESSED
N.R. 116 39
24'-0" (288") PRESTRESSED
N.R. 91 33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST WI 2" RECESS DOOR U-LINTELS
~AST-~RtlT4I SAFE LOAD
"f "f PLF
----- TYPE 8RU6 8RF6 REINF.
LENGTH ________ CMU*
4'-4" (52") PRECAST 758 757 1365
4'-6" (54") PRECAST
5'-8" (58") PRECAST
5'-10" (70") PRECAST
594 693 1249
408 407 734
382 381
6'-8" (80") PRECAST
595 788 510
7'-6" (90") PRECAST
509 574 393
9'-8" (116") PRECAST
370 490 227
* SEE NOTE 18
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
(AST-(R4iTtI
_____ TYPE
LENGTH ________
2'-10" (34") PRECAST
3'-6"
(42") PRECAST
4'-0"
(48") PRECAST
4'-6"
(54") PRECAST
5'-4"
(64") PRECAST
5'-10" (70") PRECAST
6'-6"
(78") PRECAST
7'-6"
(90") PRECAST
9'-4"
(112") PRECAST
10'-6" (126") PRECAST
11'-4" (136") PRECAST
12'-0" (144") PRECAST
13'-4" (160") PRECAST
14'-0" (168") PRECAST
14'-8" (176") PRESTRESSCD
15'-4" (184") PRESTRESSED
17'-4" (208") PRESTRESSED
19'-4" (232") PRESTRESSED
21'-4" (256") PRESTRESSED
22'-0" (264") PRESTRESSED
24'-0" (288") PRESTRESSED
SAFE UPLIFT LOADS FOR 8" PRECAST WI 2" RECESS DOOR U-LINTELS
(AST-(RtlT4I
________ TYPE
LENGTH _____
4'-4" (52") PRECAST
4'-6"
(54") PRECAST
5'-8"
(58") PRECAST
587
5'-10" (70") PRECAST
6'-8"
(80") PRECAST
7'-6"
(90") PRECAST
9'-8"
(116") PRECAST
8F32.lT
BF32.2T
9608
9608
7536
7636
5627
6627
5861
5861
4924
4924
4498
4498
4038
4038
3508 9
3508
2494 (IS)
2842
2007 (IS)
2544
17~9 (IS)
2369
1582 (15
2247
1321 (1~
1993
1218 1~
1954 (7
1129 1 ~
1874 11
1052 13
1801 1~
872 12
1~70 1~
746 12
1225 1~
654 11
1046 13
629 11
997 13
S66 10
875 13
8Rf3D-lT
8Rf30- 2T
5183
6183
5924
5924
4594
4594
4453
4453
3865
3865
3257
3421
2322 (16
2552
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BF8-lT 8FI2.[T BF[6-lT BF2D-lT BF24-lT BF28-lT
BF8-lT BF12.2T BFI6-2T 8F2D-2T 8F24-2T 8F28-2T
1972 3173 4460 5747 7034 8321
1972 3173 4460 5747 7034 8321
1559 2524 3547 4569 5591 6613
1559 2524 3547 4559 5591 6613
1363 2192 3079 3966 4853 5740
1363 2192 3079 3966 4853 5740
1207 1940 2724 3508 4292 5077
1207 1940 2724 3508 4292 5077
1016 1632 2290 2949 3607 4265
1016 1532 2290 2949 3507 4265
909 1492 2093 2594 3295 3897
929 1492 2093 2694 3295 3897
835 (12 1340 1880 2419 2959 3498
835 1340 1880 2419 2959 3498
727 (23 1021 1634 (12 210d;11 2571 (10 3039 10
727 1166 1534 2102 2571 3039
591 580 [13~15 14741S: 18[t15 2152 16
591 851 1326 1705 2084 2463
530 552 914([5 118])S) 1458 (15 1732 15
530 686 1183 1526 1865 2204
474 485 798(15 1034 (IS: 1272 (IS 1510 15
494 599 1028 1422 1738 2053
~70 (9 441 723 (1~ 936 (1~ 1151 (IS 1366 15
470 543 928 1349 1649 1948
~18(15 373 6C6 (1~ 783 (1~ 962 (I~ 11~1 1~
428 455 770 1145 1444 1718
384 (15 346 559 (I~ 723 (14 887 (14 [052 1~
410 420 709 1050 1434 8 [694 (8
239 323 519 (13 671 (13 823 (13 976 1~
246 390 655 968 132~ 8 162 11
224 302 485 (l3 626 fl3 767 fl3 909 13
230 364 609 897 1224 8 1562 1~
187 255 404 (12 520 (12 637 (12 754 12
192 303 500 732 993 8 1268 1~
162 222 347([[ 446([1 546 ([2 646 [2
166 261 424 616 83[ 8 1057 1~
142 198 306111 393(11 ~80(11 567 11
142 230 359 531 713 7 903 13
137 192 295 (10 378(11 461 (10 545 11
137 221 354 508 681 7 86113
124 175 267 (10 341 (10 416 (10 491 10
124 200 316 450 600 (7 756 [2
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4
SAFE LOAD - POUNDS PER LINEAR FOOT
8RF6-lT 8RflD-lT 8Rfl4-1T 8RfI8-lT 8Rf22.lT 8Rf26-lT
8Rf6-2T 8RflQ-2T 8RfI4-2T 8RfI8-2T 8Rf22.2T 8Rf26-2T
905 1748 2635 3522 4409 5296
905 1748 2635 3522 4409 5296
867 1675 2525 3374 4224 5074
867 1675 2525 3374 4224 5074
675 1301 1960 2618 3277 3935
675 1301 1960 2618 3277 3935
655 1262 1900 2538 3176 3815
655 1252 1900 2538 3176 3815
570 1012 1651 2204 2758 3312
570 1097 1651 2204 2758 3312
506 797 1462 (8 1952 (7 2442 6 2931 (6
506 967 1462 1952 2442 2931
395 491 931(12 1301 (15 1640 (15 1980 15
395 589 1135 1514 1893 2272
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
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DROP GABLE END TRUSS
FOR O.H. GREATER THAN 12"
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PANEL EDGES - NAIL
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CONTINUOUS 2X4 SPF
SPANNING (4) TRUSS
BAYS (S FT) NAILED TO
2x4 BLOCKING @ 4" O.c.
w/12d & 2-12d TO CHORD
~
2X4 SPF BLOCKING
BETWEEN TRUSSES
@ 48" O.c. MAX.
~
5/8" OR 1/2" CEILING DENSE GYPSUM
WALL BOARD FASTENED W/8d COOLER
NAILS OR 11/4" LONG DRYWALL SCREWS
COMPLYING WIASTM CI002 FOR FIRST
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4 BAYS
GABLE END BRACING
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SCALE: 3/4" = 1'-0"
REV. 3/04/04 TH
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MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
GABLE TRUSS
12
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(SEE SCHEDULE ON S3 FOR SIZE
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_ 2X4 LOOKOUT RAFTERS @ 24"
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'x II I II II 1II11 / ') j , N
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IF APPLICABLE
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" TRUSS CHORDS ________ c 7/15" MIN. THK. -
V I' 4'.0" IN LENGTH ~ c I ~ NAIL w/Sd COM. @
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REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
SCALE: 3/4" = 1'-0"
REV. 3/04/04 T.H.
SCALE: N.T.S.
TRUSS NOTES:
45^
>
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRAONG 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 SPEOFIED 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~
f'\.. MINIMUM 2"x4"
I "\.....- CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
(3) 12d
~PERJ01NT
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/1 r- 2X4 BLOCKING
/ I \,\EEN EA. ~U~ L
I \ ~
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CONV. FRAMED RIDGE
MAY BE NAILED wi MIN.
(4) 12d WHEN IT LANDS
NEXT TO PRE-ENG. TRUSS
CROSS BRACING DETAIL (TYP)
J 4 \
'S-3 ,
2X4 DIAGONAL AT S'-O" O.C.
MAX & EACH END ALTERNATE
I DIRECTION TYP. '"
Z '\.
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SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
\ -; AT LEAST ONE TRUSS
\ SPACE
OVERLAP
6"
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--
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PRE-ENG. TRUSS
I
\M1N1MUM (2) 16d PER J01N1
~~
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l,NIMUM 2"x4" SPF OR
SYP TRUSS BRACING
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS TYP.
* SPACED AT 15'-0" MAX
DIAGONAL "-
AT 8'-0" "
MAX .."r
...
IX - -- ----: ~WOOD
~ .".
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EACH DIRECTION TYP. U.N.O.
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TRUSS DESIGN NOTE:
TRUSS C 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 TI-lAN 1
FOR 12" AND UNDER - SPACE OUTLOO
BLOCKS AT 24" O.C.
SEE STRUCTURAL NOTES A
NAILING SCHEDULE FO~
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TO SIDE}3f GABLE
TRUSS WEBs' ______
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IF APPLICABLE
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SPACER UNLESS NOTED OTI-lERWlSE ON PLAN
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
TRIMMER SllJDS:
(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE
(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE
CRIPPLE SllJDS @ 16" O.C. BETWEEN
HEADER & TOP PLATE WHEN APPLICABLE
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BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
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UNLESS NOTED OTI-lERWlSE ON PLANS
(2) FULL-LENGTI-l STUDS AT EACH SIDE OF OPENING
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(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE
100 0 8" O.C. STAGGERED
EACH MEMBER (rY?
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NO.2 OR BETIER SY?
SIMPSON A34 EACH END, TYP.
- DBL. 2X4 SILLS FOR WINDOWS
CRIPPLE SllJDS 0 16" O.C.
W/ SPl AND SP2 EACH STUD
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NAIL GABLE TRUSS
TO PLATE W/16D 0
4" O.C.
r SEE PLAN FOR ADDIllONAL
SECllONS REQUIRED
1/2" MIN. OW CEILING
NAILED W/5D COOLE
NAILS 0 7" O.C.
4 BAYS
1/2" X 8" A.B.
o 48" O.C. MIN.
LINTEL
-COURSE
~ASONRY
WALL
NOTE: SEE PLAN DETAILS FOR CONNECllONS TI-lAT
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GABLE END BRAONG
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MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
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10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4H, WHICHEVER IS SMALLER, BUT NOT
LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 M).
COMPONENT &. CLADDING DESIGN PRESSURE
(123 MPH, 3 SEC GUST, 2.1/12 PITCH, EXPOSURE B, HEIGHT =
o TO 30 FEET, IMPORTANCE FACTOR = 1 )
( PSF)
TRIBUTARY AREA
(FT 1
ROOF
WALL
10
20
50
100
125
(GCPI = +/- .18)
ZONE 1 ZONE 2 &. 3
14.9 -23.7 14.9 -50.1
13.6 -23.0 13.6 -45.4
11.9 -22.2 11.9 -39.3
10.5 -21.5 10.5 -34.7
10.5 -21.5 10.5 -34.7
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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 -23.5 21.7 -25.2
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
BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.2D
OF THE FLORIDA BUILDING CODE 2001.
3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD
AND AWAY FROM THE BUILDING SURFACES.
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LAST PLOT DATE
Mar. 22, 05
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1/2" CD DRY\^IALL __________~/ I
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1/2" DRY\^I ALL
OJRTAIN NAILER ~
1 X 6 P.T. @ WINDOWS
1 X 6 P.T. @ S,G.D.
1 X 4 P.T. @ SIDE BUCKS
MARBLE STOOL
1 X 2 P.T FURRING
R-3 FOILINSUL ON EXT
BLOCK WALLS
1 X 4 P.T. BASE NAILER
WOOD BASE
4" CONC SlAB
6 X 6 10/10 W.W.M.
6 MIL VISQUEEN
TREATED
CLEAN FILL
SEE FND. PlAN FOR
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{ 7 'CONCRETE BLOCK
\::;J REV. 9/03 TH 6
SIMPSON STRONG TIE
UPLIFT lATERAL
CONNECTOR
CAPACITY
CAPACITY
335
335
335
335
150
115
400
NP
575
NP
NP
NP
META12
META16
METAlO
HETAlO
H2.5
H5
H7
1040
1205
1205
1515
415
465
985
HTT16 4175
MAS 1005
HD2A * 2775
HD5A * 3705
HD6A * 4405
LUS25 1165/1125 **
NP
HUS26 1550/ 3325 **
NP
HUS28 2000 / 3585 **
NP
MTS12 1000
MTS15 1000
MTS20 1000
HI0 990
NP
NP
NP
585
UPLIFT CONNECTION CROSS-REFERENCE
FASTENERS
CONNECTOR
7 - 100 X 1 1/2"
12 - 100 X 1 1/2"
14 - 100 X 11/2"
15 - 100 X 1 1/2"
10 - 80 X 1 1/2"
8 - 80 X 1 1/2"
14 - 80 X 1 1/2"
18 - 160 X 3 1/2"
5 - 100 X 1 1/2"
(3) 5/8" DrA BOLTS
(3) 3/4" DrA BOLTS
(3) 7/8" DrA BOLTS
TA14
TA18
TA18
HTA20
HCDP
HCDP
HD2X
HTT16
FA3
TD2
TD5
TDX5
8 - 100 X 3"
THD25
20 - 160 X 3 1/2"
THD26
30 - 160 X 3 1/2"
THD28
14 - 100 X 1 1/2"
14 - 100 X 1 1/2"
14 - 100 X 1 1/2"
16-8DXl 1/2"
MTW12
MTW16
MTW20
RT16
* MINIMUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONLY
*** DO NOT DRIVE NAILS THROUGH THE TRUSS PlATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE THE PlATE OFF THE TRUSS.
NP - NOT PUBLISHED
PRE ENGINEERED WD TRUSSES @ 24" O.e.
INSUlATION BAFflE
BATT OR BLOWN INSUlATION MIN. R-19
TRUSS ANCHOR (SEE PlAN)
FIBERGlASS SHINGLE
ROOFING FELT
AJ'A RATED STRUCTURAL SHEATHING
MIN 7/16" FASTENED TO TRUSSES W/
8D COMMON WIRE NAILS @ 4" O/C
SCALE: 1/2" = 1'-0"
12"
. ,'., 'Ii',
>., .
USP LUMBER CONNECTORS
UPLIFT
CAPACITY
LATERAL
CAPACITY
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FASTENERS
7 - 10D X 1 1/2"
l! - 100 X 1 1/2"
l! - 10D X 1 1/2"
17 - 10D X 11/2"
8 - 80 X 1 1/2"
8 - 80 X 1 1/2"
10 - 10D
(1) 5/8" DrA BOLT &. 18-16D
6 - 10D X 1 1/2"
3 - 5/8" DrA BOLTS
3 - 3/4" DrA BOLTS
3 - 7/8" DrA BOLTS
18-100/
12-10D X 1 1/2"
18-16DX3 1/2"
12-100 X 11/2"
28-16DX3 1/2"
16-100 X 11/2"
(14) lOD X 11/2"
(14) 100 X 11/2"
(14) 100 X 11/2"
16-10DX11/2"
NOTE:
CONNECTOR CAPACITIES
ARE FOR SYP. PLEASE
REFER TO MANUFACTURERS
FOR ADDITIONAL
INFORMATION.
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1030
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1520
2005
495
495
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4290
1155
3435
4180
5235
245
245
245
590
255
255
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PLACE STRAPS IN FILL
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X 4 P.T. PLATE
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STRUCTURAL NOTES
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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
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(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" PL Y\'VOOD 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.
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 1 1/4" LONG MASONRY SCREW FOR EVER
(2) -10D NAILS
6.8 USP TA51 EMBEDED STRAPS MAY BE REPLACED USING USP KST248 STRAPS WITH 20-12D NAILS THRU
SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 11/4" LONG MASONRY SCREWS.
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STRUCTURAL NOTES
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 UPLIFT DEAD LOADS 10 PSF MIN. SHINGLE
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BUlLDL~G CODE em1.PLJA.,,"CE OFFICE (BeeO)
PRODUCT CO~TROL DIVISION
ML\..'H-DADE COUNTY, FLORIDA
ME1RO-DADE FLAGLER BtlLDlNG
140 '''"EST FLAGLER STREET, SUITE 1603
MJAMJ, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTA1~CE (NOA)
Certa.lnTeed Corporation
1400 Union ~feeting Road
Blue Bell, PA 19422
SCOPE:
Ibis NOA is being issued W1der the applicable rules and regulations governing the use of construction materials.
The docwnentation submitted has been reviewed by Miami.Dade County Product Control Dh;sion and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade COW1ty and other areas where allowed by
the Authority Having Jurisdiction (AIm.
Ibis NOA shall not be valid afkr the expiration date stated below. The Miami-Dade County Product Control
Division (In Mianri Dade County) and/or the AIIJ (in areas other than Mianrl Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may
inunediately 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 detemuned by Miami-Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein. and has been designed to comply with the High Velocity Hurricane
Zone of the F10rida Building Code.
DESCRIPTION: Landmark 30 (and-AR) (and WldeTrack QB), Landmark 40 (and-1ill) (and WideTrack
QB) and Landmark 5() (and-Au') (and WldeTrack QB)
LABELING: Each unit shall bear a pennanent label with the manufacturer's name or logo, city, state and
following statement: "Miami. Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in t1}eypplica_ble building code negatively affecling the perfonnance of this product.
TERMUIlATION of this NOA will occur after the expiration date or if there has been a revision 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 tem1inate 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 pIttedcd by the words Miami-Dade County, Florida, 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.
INSPECIION: 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 Omcial.
This NOA consists of pages 1 through 4.
The submitted documentation was reviewed by Frank Zuloaga, RRC
I
NOA No.: 02-1219.03
Elpiratlon Date: 02128107
;\pproval Date: 03/27/03
Page 1 of4
6. LAHELL"\G
6.1 Shingks shall be labeled with the Miami.Dade Logo or the wording ":Miami.Dade County
Product Control Approved".
7. BULDL"\G PERl\UT REQUIRE:\lENfS
7.1 Application for building pemut shall be accompanied by copies of the following:
7.1.1 lbis 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
Rak.e
Edge -55/81
CERTAINTEED LANDMARK 30.40.50
All dimensions shown are In inches
~_=-55181
-, ,
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k'i--1-111/4+---
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tt_111/4 1-.,
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161/4 1
- 5 5/81
27112-
- 5 5/8'"
331/8
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~OA No.: 02-1219.03
Expiration Date: 02/28;07
,\ppronl Date: 03/27/03
Page 3 of 4
ROOFING ASSEl\IBL y ApPROVAL
FILLED CElL W/
#5 VERTICAL
1/2" X 8" A.B.
W/2" WASHERS
SET IN TYP.
FILLED CELL
MIN. 5 PER
JAMB.
,,~
Cate1l.ory:
Sub-CatE1!.of'V ~
:\latuJals
Deck T,pe:
Roofing
07310 Asphalt Shingles
Dimensional
Wood
, [. ,/ [ . ~r ( CONT.WOOD TRIM
I .::::=-t
ll!
'I~
OVERHEAD
SECTIONAL
DOOR TRACK
WI 3(8" X 11/2"
StEE LAG
BOLT WI
WASH Eli. MIN.
6 PER TRACK
TO JAMB,
(5) 1/2" DIA. x 8"
"J" BOLTS
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P.T. #?
SYP2"X6"
1. SCOPE
'TI1is revises CertainTeed Landmark 30 and ,ill (and WldeTrack QB), CertalnTeed landmark 40
and All. (and WideTrack QB), CertainTeed Landmark 5() and AR (and WldeTrack QB) Shingles
as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Acceptance.
2. PRODL'Cr DESCRIPTION
Product Dimensions
IT
1
2"x6" P.T. WOOD JAM
DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER
TYP. GARAGE DOOR
Test
Specifications
Product DescriptloQ
Certainteed Landmark 30 and 13'1." x 38 W'
AR (and WideTrack QB)
Certainteed Landmark 40 and 13W' x 38 Y4"
AR (and WideTrack QB)
Certainteed Landmark SO and 13W' 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.
PA 110 A heavy weight. 2961b1sq, dimensional
asphalt shingle.
proprietary Accessory shingles for hip, ridge and
starter strip applications.
J
,
5
5-8
\ SECT. OVERHEAD GAR. DOOR INSTALL
J SCALE: N.T.S.
TRACK MOUNTING DETAIL
3. EVIDENCE SUBMITTED:
Test 1\e.ency
Underwriters Laboratories, Inc.
PRI Asphalt Technologies, Inc.
Test Identiller
Date
Test Nam~Report
UL 790
PA 100
04/02/01
01112/01
11/12/02
R684
PCIC-O 1-02-0 1
CTC-006-02-0 1
94NK9632
02NK42448
Wind uplift resistance PA 107
11/30/00
11/08/02
Vndemriters Laboratories, Inc.
4. LL'UTAHONS
4.1 Fire classiiication is not part of this acceptance; refer to a cunent Approved Roofmg
Materials Directory for frre ratings of this product.
4.2 Shall not be installed on roof mean heights in excess of 33 ft.
5. lNSTALL\TION
5.1 Shingles shall be installed in compliance \vith Rooting Application Standard RAS lIS.
5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115
5.3 'Ihe manuracturer sball pro.ide clearly written application instructions.
5.4 Exposure and course layout shall be in compliance with Detail 'A', attached.
5.5 Nailing shall be in compliance \vith Detail 'B', attached.
&
' ""
. ,~~:
~OA No.: 02-1219.03
Expiration Date: 02128107
Approval Date: 03127/03
Page 2 of4
'AC,--..."~ _~
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BY Pl.A...
c.ALY. i"'iL
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-- 38 3/4"
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LANDMARK 30, 40. 50 (AND AR)
I .. 383/4*- -I
'/ / / / / / ///~~~::.'~~:::~:::e6~:::;:::~~~7/ / / // / / / I
NaS between upper & Iw'ef l1an un8$. t
~ 12"----.-41 143/4" ..I.. 12"-,",_ 131/4"
-- 1" 1"--1
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5~ ~
Exposure
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LANDMARK 30, 40, 50 (AND AR) - WIDETRACK QB
(Low and Standard Slope)
FIGURE 2: WALL FINle~
TEXT\.i<'ED. PAiNTED
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LANDMARK 30,40.50 (AND AR) - WIDE1RACK QB
(Steep Slope)
END OF THlS ACCEPTANCE
9""
- ~~"'.,
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XOA ~o.: 02-1219.03
Expiration Date: 02/28107
,\pprova\ Date: 03/27/03
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NOTE: THIS DETAil IS REOUIRED
AT ALL VERTICAL WALI.INTE;RSECTIONS
WITH ROOF VAlLEYS & ROOf' CRICKETS
FLASHING DETAIL AT CRICKET/KN~E't{ALbJ~T~RSECTION
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}l ,\ S T E R
SlIINGLE APPLICATOR'S
MANUAL
LAMINATED SHINGLES
}OLR OBjEClJIB:
To team Ihe correct procedure for installing
Laminated sbfngtes.
LANDMARK" SERIES, WOODS<APE- SERIES,
LANDMARK~ 40 IR AND LANDMARI\ Tl
These shingles are built all a tiber glass base to prOl'ide a Class .\
fire resistance rating. Wind warranties are graduat~d according
to the product's warranty duration: .\ 30-year sbingle pro\'JdC':' a 70 mph
\\ Ind wam1lit)', a 4D-)tar provides flO mph, a SO-y('ar pl'Ol'id{'s 90 mph
and a limit('d-Uf(.time duration is warranted lip to 110 mph.
!l;OlE: The wind warrant}. increases \\beo fal't(,nt'd with ,ix nails in
the COOlJl10n bond area fm;tead of with four as foUow~ LICe F~~/II'e 15-5)
. 3O-l'ear increases to SO MP11
. -to-year increas('s to 90\-11'11
. 50. year i ncrt'ases to 110M PH
(Roofing cement is not required. un'pt on steep slopes.)
* Woodsnpe and Landmark shingles bave the instaUer.friendly
Wide rralk QB'" feature, whkh pWl'ides I',y \\ide naiung area and
spl.'CialJy form\l~ll('<l Quadra-Bond laminating adh~sjv{' (X'(' F(~'Ura 15.3),
* Laadmark 40 [R - the IR ,tand, for Impac1 resistant - is ~~ia1ly
manufactured with a reinforced ffbtrglass scrim to meet 11 2218
Class 4 impact resistance rating and it is also algae rcsi,t:Ult.
:\O'1'E: ["uldmark 40 lR musl be installed O\'cr a clean derk (no
rouf-\ll'ffs) 10 oblail1tbe llU1l8 rating, Jl is ~lrongly r('(omTllCnd,'d
that inlpac( resbtlllt cap ~hingles made (rom Xl 50 IR shingks be
instal1~d 00 all hips and ridges, Some insurance c~uTiers may not
C()n~id('r the roof s)~tem as compliant to II 22 [8 Class 4 without
impact r~i,lallt cap ,bingles
Landmark TJ, is unique !x~:ause its palt'nt('d Tri-I.amin,uew
d('sign combinl's three layns of matelialto pr()\;de a dramatkally
thick shingle with a wood shake styte,
With tbe exceptio 0 of Landmark n, closed-cut l'aU,'). are prtfcrred
by CtTtainT('ed I' hl'll applying these shingles, Open I'alleys are
recommended \\ hen appl)iJJ~ Landmark 11: hO\\e\er closed-cut
l'al1t~'S are also accl'plable. WOWll vall('j'S are nol recoolIllt'nded for
Landmark 11 because the u'llaminuted shln.,r,le can budde and
become damaged \I ben shaped Into the ,alley. ~ails are requirtd a~
fa.-teners for Landmark n, ,taple;; are lIot aI1O\\ed.
ST.\.'\D.\RD OR SIUP SLOPlll:'lDERL\UIE:'IT: ShIngle
underlayment* meeting \SB1 D4R69 Tnve I ~tandard~ is suggested,
Cl'rtainTeed's ROO(ITS' Select", ShjnglrFdt'>~ or RoofWrap. is
preferred.
LOW SLOPE u:\D[RL\\ME"I~ One layer of WlnlerCuard~ or its
equivaJ('IJlo, or two layers of .16" (915 mm) \\ide fdt >Jungle underlay.
ment laPlX'd I C)' (is; mOl) must be appUed OWl' the entire roof,
IMPORT.\.'; r: \\l11'n installing LandMark n 00 low sIop('!', oue la}l'r
of WinterGuard or ao equivalent wate"proofJng sbingle und('r!aymellt
us
r~Q(j."C 15, II)' ' fiH',CQUrse D/af.,'l,JlI(I/ ,lfclbod" hWi/llal/o.'! scbnlUllic.
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FASHNING
$1 19le
Proper
Nailin~
Illusl be appli(,d o\er the clltirc nJDf, Appl)lng I\\{) lalers of felt
~hlngle underlalffimt Is uot an ac('('ptable altnnalhe to
WinterGllard, One layer of shingle underbyment lllel'tine; \Sl M DI&:A
applied o\'cr the n'qlllred WluterGuard is also recommcnd('(j,
---
LOW AND STANDARD SLOPE
ENGLISH DIMENSIONS
--
STEEP SLOPE
l'>e ~lx nails and four spots of a~phaJt roofin!\ cement for every full
laminated shingle. S~ below, ,tsphatt roofing cemelll ,hould meet
.~STM D4586 Type II. .~pply I" spots of asphalt roofing wnent under
each corntr and at about IZ' to 13' in (rol1l each edge,
12" 12' 12"
i +-(305 Il'fTl)-- ~ +- (305 !'lfr)- ~ -(305 n:rn)-"'I
e'ooked
-.1--1"(25rlfT1)
r1r;ure ]5.2: Pm/,er (/l1d improllf.'t' nailfllg
U1Ce'-
Or'.~1
O'ler-
Dlbp.r
L90T
*
Figure 15-1 VOl''' deJ",itifms,
mE ROOF DF-CK" \llST BE U LEAST: .l/~' (9., mm) thick
pl)wood, or j/l(,' (II mm) lhick noo leneH, or nomJnal I' (2;
mm) Ih ic k \\ ood deck,
COW \H.\TlU.R UIM.UI\S (ill Sl.OPI\S): Applying WinterGuanl
or its eqtlivaIent~ is >trongly recommended wbere\'er tbere L, a
possibility of ice huiM-up,
HASH1'iG: ClIrrosion-rcsistant f1ashing must he us('d to hdp pren'nt
leaks \\hcre a roof mc<'t.\ a wall. anoth('r roof, a chimney or mht-r
ohje'(ts th;ll pnH'lrat(' a roof.
SE_UI!\G: Shingle sealing may be ddayed u shingles are applied
in cool weatl1l'r and may be furtber deJa) ed by airhorne dust
accumulation. If any shingles h:i\e not sealed after a fl'asollabll'
time pl'riod. hand sealing may be nece"ary.
CAlnO:\': To prevent cracking, shingl~s must be ~ulJkiently warm
to allow prop('r forming for hips. rid~es and \alkys,
'HRRA~n: 11lr~ shingles an' \varrantl'd against rnanufactuting
defer IS and cOI'er('d by five years or SurtSt:u1 protection, ew'pt
Land.\iark 11 whicb prol'ides ten years of SureSl111 and includes
coverage for tearotI ,Uld disposal costs See thl:' wnranty itself for
specilic detail, and lJmitations,
FRONT
* WideTmk QB
r j-1 (25 riff)
1 '12" -. -.-
N3 lable r
p.rea
LANDMARK n
ENGliSH DIMENSIONS
l' (25 ,iT) - ~I -
--1
(25 11Tll
Roofing Cement
METRIC DIMENSIONS
'----13'/2' -
(345m)
.. ' 10 1'2 ~
(265 -rn)
--11~1."-
(299 m11)
* \1ideTratk Q8
131/2 13" 131.12'
\- (343 11[11)- ~ +- (330 nm)- ~ +- 13A3 ITIII1)- ~I
'+-1111' - ~131!1"-~
(299 nn) (345 1111)
+-10112 -
(265 mm)
-'1-1"(25mn)
---------------~
~:;::;~,~~.~
BACK
UNDERSIDE
OFTOP
LAMINATE
LAYER
s
'"
Naj: r,rea ,
ror Slnepl
1'-- 1--
(25 rT1f'1)f - - -
-1"
(25 rln)
figure 15," 1'5<' fOllr nails {or rt~'1)ftlll shingk
Quadra"80nd
J
E3 ~~
Four laminating adhesive strips for a stronger bond
FOI technical Questions, Information on acceptable
alternative application methods and materials.
or a copy of the produ"f warranty, contacl the
sourceS lisled belo\v:
YDtJf svpplier or roofing arplica~or
CertainTeed Home Inslrtule
CeriainTeed Fax-vA-Demand
CerialnTaed-RPG Techrical Services
~ -..
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e 1~"iS .~~
:; i.'!l~ "is gj
== '<-= ~o
fu
figure 1'-3: ttidel'ri/('R Qlr//!{/Iures a u'l4<7' 'Iail (/!'('a and
exlra,slroU!i Qrliu!rl/,/Jond COl1slF'UcfI'on
800-782'8771
800-947-0057
800-345.1145
I bapler J5 C II Rf\ I :'j IE 1\ [) S If I ~ G t 1\ ~ I' PI. r C \ r 0 ti S \i \ ~ (j .\L
---
...........,-
2'iD THROt:<lH 5TH COlRSES:
I
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I I} sl'?al!. <'s
>7/1".:> el'r,
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:-1..._ ad,' ,,,10 I"; "lie}'
I ~alf?/? e
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<J'I !'?"/ <'If!?a' '__
I '30$-
I e17~ /1?IJ?)---
I <" LY "'0\
<7. (.,.,o/)' CI,> '~/'>i
s.o';Q>/i t: !J/ll) it'1i:h "'.9{q Ii?
:?01i?g C' ,r,0.o a
-- C6'IJ?f'I?( al
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C\lTlO:'l1 Failure to foUow instruction ~tpps 1-5 below will bring
jc,lnts too close togt'ther and may cause unattractive patterns'
I, Cut 5 "t" ot! the left cnd or the fIr't shingle and save tbis piece for
tall'f use. Apply !hr ,~.~ 1/3, (34\,ojl' fOf I.andmark T1.) long pkw O\'lr
and above the fIr:;t COlU"Se shIngle, Leave the bottom 5 '/8" tab p0lllon
of ~le fI~t-C()urse shingle exposed lfifjllre 15,12).
2. Cut [11/4' off tbe firsl shingle of the third course and save tJ1i~ for
laler. Install thr 2/V2' (2S1/,' for lamlmark TL) IOllg pil'ce 0\,'1'
and al)(l\c the ,('c1Jlld.cour1-(; shingle.
3. Apply tJle pmiously re!tlo\'(.d II t/I' long pi{'Ce 0\'l'T and ahcM UlC
tJliru-course shingle.
4, Apply the pfe\'iou~Jy remo\'{~d 5 '/~" tong piece ffolll the st'Cond
course m'rr and ahove the fourth,course shIngle.
5. Inst:Ill a full shingle against the ri~ll edge of eacb shJngle in
courSl'S one ~lrQugh Ihe,
co~nI\U"G II' llIE ROOF:
I, Ilt'ginning again \vilh a (ull shingle, rl'peat the the-course pattern
I'I' the left rake.
2, Fill lu courses across the roof in a stl'pped diagonal fashion uslOil
full shingles. Do not run cour:'>Cs slraight acros~,
mpORH_'T: Do not alfgnjoint'i of shingles cJo5('r lhau 3 !fz' from
one another,
f!~tll'e 15,1 1. Hif!,b{(~bl r!f closed '{,'Tlt wiley de/ads,
III
Chapler 15 eRR T~" T" R 0 S H I N G I R \ P I' [, II: H 0 R' S \H N \1 H
Ox/I'fer J; C E R T \I ~ TEE 0 S Iii S G tE .\ P I' Ll f..H 0 R' S ~f Oi l H
........
CHIMNEY flASHING
--
Metal Step FlashIng
~-
2 '(GO [1'111) J.. .' .:',;:":: 7 "
IA"'"III'11 . :' .' %:0 rnrr)
T 1_ -1 Mirli'11H'
3' (75 mm)
l,'lni:nIIIT
Flgll1'e 1513: St/'Pflasbll!g minimum dimensimlS,
':\O'IE: l;se 7'.11' or more for ~lcllic dil1lcn.sion and
LandMark TL shingles
Fold down
COlJllte' l'dS'l rg
ove' step flas~lrrg
Figrue 15.14: FIa,b{llg CI/'ot/lld a chimney.
113
,_ Roofing Cement 1 _
LANDMARK Tl
---- lS" -~+----10'-.....--- 15" -~
(381 nn) (254 mnl (381 nn)
-- 12" --< '+- 12" -
(305 mrr) ! (30S mr)
1" I I 1"
1-- r.2S mm) I 1(25 mm)--i ..
I I I I
figure 15-5: Cse ~f.'!: l!({fL, Ilndjimr s/Jots af
asl'half mr!f!/lg cement on "fC(11 .f!{J,~
CU '110:11: hcessive use of IW)fuIg r~I11C11tran cause shingles to hli,ter,
139
110
---
2:\D TIIROI (;If 511f COI KSE.S:
ONE ROOF"OVER METHOD FOR
lNGLlSH DIMlNSION SHINGUS
........
ONE CLEAN-DECK APPLICATION METHOD
FOR ENGLISH DIMENSION SHINGLES
~----~---' --------
FIVHOURSE DIAGONAL METHOD
("S(VENS ~ND FOURTEENS")
PRfP,\RI:\G mE DECK:
. Apply undl'rlayment as required, Cel1ainTeed suggests that a
layer of shingle ullderlayment be applied. for lIL fire raUng.
underhli1Jlcnt is g('nl'rally r('(juired, Appty l1al and uUl'rinlJed,
. Soap horizontal and \'ertical ('halklines to assure shingles will
he corre;:tly aligned, E\l)()se all ,hillgles 5' (125111111).
FiKur'e 15,6: Srandard s{olte tlllderftmnt'lfl and sfllri{'r dl'ip edge details,
SEnna COrJ~SE:
1. l'se CcrtaioTl'cd 5taJ1er (pre.cut 10' I 36' ), or use s~uld,u'd thn'c-
tab se[f,seallng shint;les I"ith the lo\\er 5" tab portions removed to
prollde qarter shingles that arc 7' in hei~1t (f'igure 15-:').
I 36'(mnT) J
. FUll Lenq:t !
L _ _ _ _ ~~:::S~'~ _ _ _ _ J~oml
I 'I "1
IRe 11 0 ~ ell I h e s e p:IC r tic n S :
~_____J______J___ __J
Figure 15.;': "'fake starler ,blllgfcs ~y remm'ing lhe k~i"'" 5' lab.~,
2, For the Orst st:u-ter, ('ut 7' f['(lm one ,lde of the starter shinglt-s,
3 ,~pply the 29' pi{'('e 10 the 10\\,('1' left CO\1H'r of the roof. Make sure
tbt're is t/2" o\whanging the rakes and eaws if drip edge Is being
used. [f you are nOI using drip edgl", make the o\'crhallg Y4",
4, Use full 36' 10llg, ('. wide st:u1er shingles for the rest of the course,
Cba/JI<,rI5 CER'f"'iTEED Slfl'GLIl \I'I'LJC.\TOR'S M\'ilH
--
CAUTlO'l Fai1ul'!' to follow instructiun stt.ps 1-5 bdow will bring
joints too close togl'lhcr :md may ('ause unattrani\e paUl'll1s!
TIll're are 24 thr('e-pil'(,1;' lIoils in I;'~lh Sludow Ridge hundt\',
pl'OI'!ding '72 indiYidual C:lpS that \I ill cOI'er 30 lJnear feet 03 \;~
Unear fec!, ~ll'tric) o( a hip or ridge. Ealh Engli," diml'n,ion C;lP
pic'ce is 12' by 12' (~fl'lric caps are I.~I/~' by <)-~") and fe,HUrl'S
clipped lorner~ on ~H' bottom edge of till' ('\posed portion,
PREP~RING THE ROOF
SURFACE FOR REROOFING
. ~i<1ke !be surface of the old roof as smooth as possible by \'I'placing
missing shingks. Split anllnail Oat all budded. raised lah, and
curling sbingll'S,
. It s a ,~ood idea to cut old shingles hack flush to tl1e rakes
and caves.
. We stlggest that you apply corrosion -resistant drip edge along the
rakes and eares, cOH'ring the rdges of the old smngles, This ""HI
provide a uniform and straight edge thai \Iill hdp pn~ellt \"Ul'r
from :'>Crplng under the shingle ed~es,
"NESTING" COMBINED WITH THE FlVE-<OURSE
DIAGONAL MlTHOD ("SEVENS ~ND FOURTEENS")
!'IOTE: Nesting is preferred O\er "hriclging" methods when reroofing
h('cause nl'1>ting sh('ds water besl and looks bdtl'f, \e:;ting, as
described bclow, is an easy appliration OWl' square.tah a.~phalt strip
shingles \\'ith a 5' exposure, If you are covering a different l\pe or
size shingle, yOU may need to rut hack the tabs so that nesting is
ptJssible, To do thi~, simply cut otl the leading edge of all old shingles
when they are lapped less thao 21;'1 . by the new shingles, This permjts
a f1alnested application that al'Oids lifted edgrs and slumps.
12"
I _" (30Stn{1'1) -- /'
i 4l~/
^ ~t.~i;P<Y~
c.-)~
, Apply Over
Starler Shingle
/ Slaller SI""gI6
CO:'lI1:\U\G lP TIlE ROOF:
1, Bt'ginning again I"ith a full shingle. [{'peat Ihe fhe-rourse pattern
lip the ldt rake,
2 FUlin courses across tbe roof in a strpped diagonal fashion using
full shingles, Do not run courses straigl\! across,
l.\tPORT\-'f: Do not align ioillts 01 shingles dos<'r t!!an 51/1' from
ooe another,
.-..
0/0'8, .
'. OO/,
ONE ROOF"OVER METHOD
FOR METRIC DIMENSION AND
LANDMARK TL SHINGLES
;:(~UJ'e J5,li: ;lpply a/lln CI'P shl'I[,;I(' 0117' 1/>(> sltil'l",. jJ!('('C
,;7ush u1'lb Il.te bollum and sfde edges (if 1/1e ...Ia/'Ier
---
2, Install nIps beginnil1~ at the bollom of a hip or at either end (If :1
liJge, App!, a ,tarter piere that h,ts lhl" bottoli\ 5' (5 \/~. f(lr
mdrk) rl:'moved IFigure 15.18), Fasten the stal1er \Iith 1\\'0 n;lil,
located abollt ~' from the rake ('dgl", and 1" in from each ,ide
edge. Make ~1lre faslenm used to apply caps p('nl'trale at [eaot
h' into or through the d{'Cklng,
'iOlE: To assist in proper alignm~nt when ridge l'I'nt is not used.
.'llaj) a dlaJk JilJe parallel to the hip or ridge ,uung tl1e line \1 here
the side edges of the cap shin~es should be,
l .\pptv a full cap shin1',le o\('r the starter (rlgUiYl 15.18). and pla('e
fa-'t<~lwrs aI5',if (6'/\" (or l1H'lrlr) lip from the e\po>t'd lx'ilom
('dge .md I" in from earh side, 'I:uls mllst not be e\posed Oil the
fini,bed roof, .\lll1ail heads must be driH'tl straight and must not
nit into thl' shingle ,urtal'{',
The same method used for dean ,d('Ck application or these shingles are
used for roof.ol'Crs, Applkation (If these shingles UfN' English dimen.
sion shiniUi.'S is 001 recomm('nded - due to the hiRh cost of l"orknl<Ul-
ship and grealt'r risk of ~ orkl'r error,
........
HIPS AND RIDGES
--
Figure 15-15: Fire-Course /)itl!f,(mal, V<~sled.
SHADOW RIDGE- ACCESSORY SHINGLES
fOR HIPS ANO RIDGES
STARnR COLRSE:
I, Remov(' the tabs and the tup 2" (mm stamlllnJ sdf.s<'aling
shingles, leal'ing 5' by 36' strips,
2 Cut 7" off the length of the 6.r:;t strip, apply the 29" rl'maining pi('Ce
over the old first course at the lower left corDer, uVl'rhanging the
rakf.'S and r'J\ t'S '/2' if drip edge is u$(,'d, or 3/( if no drip edge is
used
3 Continue with Cull-Ie\'lgth ,tal1er shingles along the ea\es
1ST COt RSE:
I, The firSI-coufSt shingles are malle of full Land.\I:u'k shingles I.;ith
2' fut off tbe bottom of !he tab~,
2, Align the fJrsl-course strips wi~h the left and lo\\c'r c'(!ges t1u-,b
with the startl'r ('ou\',(',
Figure 15,16: \'hadou: l?fdgeaccl'ssOIJ' ,<bil/gu'S detat.'h easllyfrom
Ibl'cepi",,:e UI/IIS to make '2 IlIrflt1dual cap pieces
Figul't' 15,18: 1'/slaU cap <hillgle,' at tbelr (fI1'1'f't'f e.lpOI'I!I'!'
tl'ld co/wall fm1I'n(','s
114
Cbl/pler 15 C E R HIS IE E D S If r ~ G L E H P LI C .H 0 R' S ~U:ll l H
Oh!I.'I," I:; C E R 1 ~ I ''IT BE!) Sit r 'i G L E \P I' L I cn 0 R' S ~t \ 'oil' H
Figure 15-8' .,tNilrillg 1/1e fir\15 c"(JI~es 1m a slandard slope
2:\D TIlROlGII ~m COt RSES:
('\l1'lO:'\1 Failure 10 follow instrurtioo sH'pS 1-S below \\i11 bring
ioinL~ too close IOgt.ther :Uld may cause unaltra;:!i\c patterns!
I, Cout ~. oIT tile ldt end of tile fJrs! ,llingle and save ~lis pic't:e fur latl'r
use. Apply the 29' long pi('Cc ovcr and a!1o\'c the fiN-course shingle,
l~tve the bottom 5' lab ptJt1iOll of the li~t-co\Jrse sbingle exposed
(figure 15-8) ,
2, Cut 11' off the I1rs1 ,hing!e of the third COllrse and sale this for later,
Iuslatl the 22' long pic'Ce o'cr and ahole ~le ,('(ond-cour~e ,hlngk
3, .\pply Ibe prel.iously rt'mo\'ed It' long piece ol'er and ahm e the
tf1ird-colll'se shingle.
4. Apply the prel iously removed :" loug pit're Crom the S(,'Contl
course o\'er and abo\'e the fourthcotlrse ,Ilingle,
;, lostall a full sbingle against the ri!\llt edge of each shingle in
courS("o<; one through Ove,
CIWII:\lI.'\G ll' lllE ROOF:
1, B<'ginning again with a fuU shinglp. rl'peat the uve-rotlr,e patll'rn
lip tbe left rake (flguri' 15,10- sce 8011 Pagi' 111).
2. Fill"ill wurSt'S antlss tbe roof in a ~h'Pp('d diagonal fashil}[\ "'ing
full shingles (fi;fiure 15,10 - see.! mId B 011 Page !iI), Do not
run courses straight across,
IMPORT.\.'T: Do uot align joints of shjn~es closer than 3 V2' from
one ,mother,
Cbapl{7' ]5 C E R H I :'j IE E D S II I ~ G L Il ,\ P P LI C H () R' S :.i \ :'j U .H
'OlE: Each C:l[1 has a {a~;nglalignl1\t'lItno!l'h allhe top edge to
center the piece on the ridge line, and t\\'o nutches on each side
10 indir,lte the correll e~po,ure and shadow-line placemenl
(Figure 15,19), The side notches of the cap beine; ,1pplJed ,hould
he alignl'd II ith the tllJl edge of the prl'\iously applied cap,
12
I:m (3OSmm) ,
6"- 1~6'-~
(1S0mnl) l 11S0mm) ,
.-
t
Notch for
Ce'lte:ing
12"
(305mm)
'- / !
, I
Notthes for Alignment to 7'
tile Top Edge of the Previous (18Gmm)
Cap for 5' (125mm) Exposu:e ,
,
I
I
-1.
L-
English Dimension
+-- 9718' --1
(250mm)
- 415116"-. - 41S116'-
(1251T1I1) (125mm)
1
Notch lor
Centering
~~tches lor Alignment: - 7L.
the Top Edge of the Previous (196mn'\
Cap for 55.'S 1141 :m) Ex(XJsure __J ..
Metric Dimension
131(4'
(337ml1\)
Figure 1.5,19, [arb Vvodofl' Ridge sNngre Ix1s 0 C<.'tlf~'-;lIg '1Olcb and
lu'O .\'id('-all~~/llIIel1llwlt'bes 10 be/jJ e/lsure /Jm/Jr'" /,rac('lr/elll
--
---\"
IrJ[/{re IS .20: (',.;e fa) in,!! 1I(;leb.'$ 10 c<'lller sbillgles 011 blps and
n'dge<. and 10 locale I/le cor'1'1'cl P.\IK/,I'III'f',
---
ONE CLEAN"DECK APPLICATION METHOD
FOR METRIC DIMENSION (131/4" X 38Y4")
AND LANDMARK TL (131/4" X 40")
SHINGLES
---
FlVHOURS( DIAGONAL METHOD
(S~.. ANO 111/4")
I'RE.P\RI,\(; '11IE D[(;K:
. Apply uodertayment as required. Ct'rtalnTeed sllggests that a layer
of shingle untltr!a;nwnl be applied, for I t fire rating, unt1l'rlay.
menl is generally required, Apply nat and un\\I'In.kJed,
. Snap chalklines to assure shingle, will be corrl'cl]\, aligned.
Expose all shin!'Je, 5 " H' U t3 mm),
S[\RHR COlRSE:
1. {'Sf C('11ainTn;d Starttr (prr-cut 10' x :,SVl'), or thrre-tab ,df-
sealing ~hinf(les \lith the lower tab portio os removed, Be sure that
the starter shillgJe~ are at least ~~/R' in heighl mgure 15-9).
~ $1"'" S'i ,,. P
------------- +
-- . 'I !. ;..
IRe 111 0 'i e:t I h e S a p,l c r, 0 n S ,
1_ _ _ _ _ _ ~,_ _ _ _ _ _ J_ _ _ _ _ _ ~
r~I,'tire 15-9: ,1fat'e slai'u'1' shingles ilxtl are 7 '"8' 111 belgbt.
!, for the first starttr. cut, 1/8" from one side of the starter shingl('s,
:\. ~pply the ITmaining pkce 10 the lo\\('r Il'ft coron of the roof.
~1a."e sure there Lq 1;2" overhanging the rakes and I'ayes if drip
edge is bl'ing uSt'd, If \'\!u are no( USlllg drip e\lgr. make the 0"'1'-
hang V\ "
4. l\t' full IPlIgth slartl'T shingles for thl' rl'st of the COIlI,(',
lit
CONTOUR RIDGE"
:- 12~
(305 rT'm)
--.,.1
,
Fo;ded Edge, frollt of cap)
{lgw'l' 15,21: nJ{,'t'e aI'/? 30 mp shingles /lC1' bl/lURe ofContoul'Ridgc loot
com-s 20 hUMr ji~,t ~f hip ()!' I'ill.~e {If all 8" e:.:/XIsure
APPU(ATlON IS AS FOLLOWS:
1, Juslan U1C fi~1 cap at the l'al'l'S for hips ,md oppo,ile the prevailing
wind for tidges. Fasten with one naiJ applied on each side of the cap
,hingle 8 ~/4' bark from exposed eud and I' up from Ihe lower edge.
2. .\pply the uexteap shingle so the folded front edge cu\'l'rs tl1e
sealant stripe resulting in an 8' exposure. Fa.-te!l with one lIall
appli~d all earb ~ide of the cap sbingle S 1/4, back (rom e~prJsed
end and I' up from tbe lower edge, Fastl'ners used to apply raps
must pent.trate at lea.'t 3/t" Into tbe l'Oof deck or compleH'ly
through,
1'4' O'ierhang
,6 m'fi)
Fig 15.22' TiJe exlra exposuJ'e Imd Iblcklless (ifCo/1lo/JI'RI'dge enbances
lbe rooflines and >tIres Insll/i{d/on lime,
3, Continue in the same fasli10n u~illg (he s('alanl stripe as a gauge to
illstall cap shingles at all 8" exposure,
ns
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L\IPORT.\.'H: For decks 3/t' (19 mm) thJek or tWchr, nmls must go
at least :\"4" (19 mm) into the de('k. On tWnner deck<, nails lIlust go
at least 1/8" Olmrn) through tbe deck,
\ails must be 11- or 12-gauge mofJng nails. corro~lon resistant.
\\ith at least ,1/8' (9,5 mm) ht'ads. and ;It !ea.'ll' (25 rnm) IlIng,
land\lark n requires nails at least 11/4' long
METRIC DIMEHSIONS
13" 12'/4" 13"
1--(325 rrm)-'" -(319 mrr.)- - --(325 mnl-"'j
--1.. (25 mrr} SeaJdflt
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Cut 7" off the Il'ft ('nd of the first shinglr and saw Ibis piece for
laler w'e, ,\pply tbe 29' tong piece OWl' and above Ule fJrs! course
sflin~e. For utis and all succet'ding wurst's. align the top edge
of ,he ,hingle in he appIll'd \\ illl the ho((oTll edge of old shingles
in tbe next fOurS<', Exposure of first conl'Se only is reducl'd to " "
2, Cut It" off the fiN shingle of the third course a.nd sale this (or
later, Install tbe 22" long piece o\er aDd above the ,econd-
course ,hingle,
J ,\pply the prl'\'iously refilmed I f' long piece o\er and abO\e the
third-('ourse >hin~e
j, \pply the pmiousJy removed 7" long pi('Ce from the second
course o\'er and abow the fOUl1hcourse sllingle,
Install a full smogle against the right l'llge of each shingle in
courses one IlmHJgh n,l', Rt'1l1ellllwr that wurse one shinglcs ar('
only 10' I'ide
Shadow Ridge shingles have an accl11ted shadow one thai Ls designed to
l'(1mp!ement these ~hjngJes, Simpl\' fold along the pre-rut lines and
detacb indi\idual cap pl('('es, Save \'altl<lble installation time compared
to cutting }tab ,hUlgJCS,
.\PPLlC\T10:'\ IS \S rouows:
1. .\ppt\' shjn~es tip to the hip or ridge on both sides, then trim
nush,
'iOlE: rhe Ia.,t cour'e of shingles should ba\'e an e~po,lIl'e of
5" (;'/R" for !ll('lric) or It':'s \\IWI1 the shingll" ('ap Of ridge \('l1t is
fasteoed in place. Otherwise. a potent!:u wa!I'r leak could occu I' at
exposed sltingle end joints. lbe figure, used in tllis :'>Crtion Illustrate
thl' applifatJon of ;1((,(,SSOI'} ,hinglcs ()\vr a ridg(' \vnl; applicatiolJ
dirc~:tly to the roof deck is \e(~ ,imitar,
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Description
Single
Single
Single
Single
Single
Single w/s1
Single w/s1
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DSI-222
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DDI-224
FINAL ANCHORING OF A WOOD FRAME UP fa 5'-40 )( 5'8
SINGLE INSWING UNIT W/WO S/D!lITfS
PRODUCT ACCEPT.A.NCf: No.: D5/222
-1 re" f e"-1 r-
a--€ ~'D'cl> crr-
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30"
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__ Gill" 1/2:J l-
~sa~
3 /110 x 5/8". fV,T MUD
4 1110 x 1 3/4" 'FUr H,UD
5 1110 x 2" fVt7 ~
7 /110 x 3" PHUJPS FU.T HOD
-1 t-' II'.f. 1/1:._t - &Y~2" TYP.
f: ~d> D b> <b d> ~ .
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-lA'
FINAL ANCHORING OF ^ WOOD FRA'-4[ UP TO 6 '0 x 58
DOUBLE fNSWING UNIT
PRODUCT ACCEPTANCE No,: 001224
I
'5' 9 7/8"
~~ I
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.. 11' HINGE DErAIL
lQI!:
lW1(N SIOa/Tt IS A1T1QfCD TO
H/NQ(. .JNie II I@ $CRtt lMT
at lJU'l) JtlSir)D OF A ~ 5a!(W
~ .. ,cv SCR~ PV' SCREW SCHfOOlL
-(!)
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f- S 112"
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.
"If" LA'1'r:H DETAIL
A'~ SIOfUT( IS ATTACHED TO
I.4TCH JNIt lJSC 118 ll, 1 3/4-
~1lLJPS tV.r ~ $CREWS
IN s1RHCt PUT{$. NIO I (4) ~
lNf'UoCE OF I CO fflOV ~ SCHEDtJlL
SClff:,;o SCJ1CIXJU:
3 10 x 5/8" PHlWPS IU r H(.I.O
4 10 x 1 3/4" PHIWPS ru.r ~
5 10 x 2" PH/WI'S IUr HOD
"f 10 x 3" Pt11wps ru. r HOD
'" R::>
1\);;, ~ ~
r-.... ~"-
5JM;J\) ~ ~' "-
LINt: ~~ ~,
~JOS ~
~
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(j)-;:: ~ r;oJ
CD - ,tt.lLJ
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1H,$WWO THR['SHOlJ)
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RARR1rR-FREI
ThtulKltd
-0' ASTJUCAL PLATE
Size: up to 5'4 !<6'1
Product Acceptance No: DSI.l21 ,
rnsWwl (wood jlllllb) ConItgUlation;
2'0 2'4 2'6
..80 -80 ..10 .80 "80 -80
x. OXO. XO. OX
2'1L J'(J
+50 -8'J.'~O -80
+(,() -<JI) +<;(~..(IJ
tSQ fJ7 +50'<.>U
':5O.-Q() +50 .(1.>
Sin,le Opaque
W lSidelites
Sinale OJa;.,~
WlSidclitc!
(lJQof dQ(t not meet MlssU~ Impact)
T~ '110-19S1, 210-2024
+7S -80
~ .71
+60 .71
WI, ~': Nan Va PlllSliu 1 Plastt'fO
li\i11pton. NJ 97039
-1 r-
1-
=(
-{1)
@=
0-
NAN YA PLASTICS CORPORATION IPLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESUL IS
NAN Y A PLASTICS CORPORA liON I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWING: Opaque and Glazed
Max Door Size: 5'4" K 6' 8"
DESIGN PRESSURES
OPAQUE
Destr!ption
Single
Single
Single
Single
Single
Door Size
2'0" K 6'8"
2'4" K 6'8"
2'6" x 6'8"
2'S" K 6'8"
3'0" x 6'8"
DrawiDll1#
99-01
99~1
99-01
99-01
99-01
Pressures
+80 -80
+80 -80
+80 -80
+80 -80
+ SO -80
2'S"x 6'S"
3'0" x6'8"
+60 -60
+60 -60
99-0 1
99.0 1
Single w/s1
Single w/sl
Configuration: X, OXO, XO, OX
Test
ASTM E-330-9O
AAMA 1302.5
ASTM E283-91
ASTM EJ31-96
TESTS
~rllldoll
Uniform Static
Air Pressure
Farced Entry
Test Locatloll
National Certified Testing Lab
Orlando. r1l1ida
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. F1CO'i~
National Certified Testing Lab
Orlando. Florida
Teot Date
11/03/1997
0410lfl998
11103/1997
0410111998
11/03/1997
04/01/1998
11/03/1997
04101/1998
Air Infiltratioo
Water
Penetration
Produc:t AcceptanceILabel No: DSI-222
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INSWING: Opaque and Glazed
Max Door Size: 6'0" K 6'8"
DESIGN PRESSURES
GLAZED
Door Size Pressures
2'0"x6'8" +15 -80
2'4" x 6'8" +64 -77
2'6"x6'8" +60-71
2 'S" x 6'8" +56 -67
3 '0" )( 6'8" +50 -60
OPAQUE
Door Size Pressures
4'0" x 6'8" +14 -82
4'8")(6'8" +64 -70
5'0" x 6'8" +60 -66
5'4" )(6'8" +56 -61
6'0" x 6'8" +50 -55
Drawini 1#
99-08
99-0S
99-08
99-08
99-08
Desc:rtption
Double
Double
Double
Double
Double
DrawiDi 1#
99-04
99-04
99-04
99-04
99.04
Desuiption
Double
Double
Double
Double
Double
2'8" x 6'S" +50 -60 99-04
3'0")(6'8" +50-60 99.04
Conflguratlon: XX
TESTS
CertlfylDI florid. EDpDeer
Test Rrport 1# ud License Number
210-1987-1;6; 'I Barry Portnoy
210.2024- 'M';" P. 8, No, 16258
210.1981-1. z.~ 'f Barry Portnoy
210-2OZ4-'Ii 1:; ~ P. E. No. 16258
210.1987 -I, t..J, Y Barry Portnoy
210.2024-~~ P. E. No. 16258
210.1987-1,1,11t llarryportnoy ~ /
~;;~~.~~; (,11
Test
ASTM E-330-90
Dt$r1lltlOD
Uniform Static
Air Pressure
Forced En try
Test Locatloll
National Certified Testing Lab
Orlando. Florida
National Ccrtifioo Testing Lab
Orlando. Florida
National Certitied Testing Lab
Orlando. F101'ida
National Certified Testil1g Lab
Orlando. Florida
Test Date
10/03/1997
04/0111998
10/0311997
04101/1998
10/0.3/1997
04/01/199&
10/03/1997
0410111998
AAMA 1302.S
ASTM E283.91
ASTM B331-96
Air Intiltratioo
Water
Penetntion
Product AcceptanceILabel No: DD[-224
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8S1-226
FINAL /<.NeHORINO OF A WOOD F8"''''f UP TO 5'+ )( B'O
SINGLE IN$WING UNJT W/WO SlOfUTES
PRODUCT ,.,CCEPTANCE: No,: 0851226
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Product Acceptance No: D851-226
!n.swinc (wood jaJllb) C onIic~tioo:
20 n 2'6
+99 -99 '89 -39 '34 -34
X. OXO. XO. OX
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.18 .IS +70-10
.. 5).)4 ~.Ol +SO-<>O
+78 .IS ..70 ,70
+SH4~.01 +50-<>0
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WlSidcli1cS
Sinlle Glazed
WlSidelilles
(!)Qot clots I1Q\ med Mi..ile lml'*tl
TeU 2\O-2<l14.4J.6.11l.11.12
+99 .99
+89 -39
Mf&, by: Nan Ya PllStlcs I Ptasl.p<o
Li',n&slon, NJ 07019
.. 84 -&4
NAN YA PLASTICS CORPORATION IPLASTPRO, INC.
DISTlNCnON FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWING: Opaque and Glazed
Max Door Size: 5'4" x 8'0"
DESIGN PRESSURES
GLAZED
DoorSize Pressures
4'0" K 6'8" +74 -74
4'8" K 6'8" +64 -64
5'0" x 6'8" +60 -60
5'4" x 6'8" +56 -56
6'0" x 6'S" +50 -50
Test Rrport 1#
210.1993
210-2Q24
210-1993
210-2024
210.1993
210-2024
210-1993
210.2024
Drawinl! 1#
99.06
99-06
99-06
99-06
99-06
OPAQUE
Door Size Pressures
2'0" x 8'0" +99 .99
2'4" x 8'0" +89 -89
2'6" x 8'0" +84 .84
2'8" x 8'0" +78 .18
3'0"x8'0" +10 .70
Drawlnl! 1#
99-01
99-01
99-01
99-01
99-01
Description
Single
Single
Single
Single
Single
DescrloCion
Single
Single
Single
Single
S mgle
Single w/sl 5'4" x 8'0" +53 -64 99-01
Single w/sl 6'0" K 8'0" +50 -60 99-01
Single w/sl
Single w/sl
Configuration: X, OXO, XO, OX
TESTS
CertlfylDi F1orld. EDpDeer
IDd LkellJe Number
Barry Portnoy
P. 8, No. 16258
Barry Portnoy
P. E. No. 16258
Barry Portnoy
P. E, No. !6258
BArry Portnoy
?::~~f&
Tut Date
04101/1998
Ttst LocatloD
National Certitied Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
National Certifled Testing Lab
Orlando. F10rlda
Natiooal Certified Testing Lab
Orlando. Florida
Test
ASTM 8-330-90
~rlDtloa
Uniform Static
Air Pressure
Forced Entry
04/0 ll1998
AAMA 1302,S
04/0111998
04/0 1I1998
ASTM 8283-91
Air Infiltration
ASTM E3J 1-96
Water
Ponmration
Product AcceptanceILabel No: D8SI.226
GLAZED
Door Stze Pressures
2'0" lC 8'0" +99 -99
2'4" x 8'0" +89 -89
2'6" x 8'0" +84 -84
2'8" x 8'0" +78 -78
3'0" x S'O" +70 .10
Drawinll N
99-04
99.04
99-04
99.04
99-04
Desc:rlptlon
Double
Double
Double
Double
Double
5'4" X 8'0" +53 -64 99-04
6'0" )( 8'0" +50 .60 99-04
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8DI-228
FINAL ANCHORING OF ^ WOOD f8t,/:./ E UP TO 5 '0 X B '0
DOUBLE:' INSWING UNIT
PI?ODUCr ~CC[PTANCF: No,. 0801278
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NAN YA PLASTICS CORPORATION I PLASTPRO, INC,
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWING: Opaque and Glazed
Max Door Size: 6'0" K S'O"
DESIGN PRESSURES
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4'0" x 8'0" +99 .99
4'8" x 8'0" +89 -89
5'0" K 8'0" +84 -84
5'4" x 8'0" +78 -18
6'0",( 8'0" +70 -10
Description
Double
Double
Double
Double
Double
GLAZED
Door Size Pressures
4'0")( 8'0" +99 -99
4'8" K 8'0" +89 -89
5'0" x 8'0" +84 -84
5'4" K 8'0" +78 -18
6'0"K8'0" +10 -70
Drawinl! #
99-06
99-06
99.06
99.06
99-06
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99-08
99-08
99-08
99-08
99-08
Configuration: XX
Tut Rroort /I
210.2024-
4.5.6,10,11.12
210-2024-
4.5,6,10.11.12
210-2024-
4.5.6.10.11.12
210-2024-
4,5.6,10.11.12
Certifylnl F1orld. Enclneer
alld License Number
Barry Portn\l}'
P. B. No, 1625.t._
Barry Portnoy
li.,No. 16258
Ba...;-y Portnoy
P.B.No.162SS t
Barry Portnoy
P. B. No. 16258
f
a~ I, (tv
ASTM E283 .91
ASTMB331.96
Test
ASTM 8-330-90
AAMA 1302.S
TESTS
DeKrllltloll
Uniform Static
Air Pressure
Forced Entry
Test Locatloll
National Certifled Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. f101'ida
National Certified Testing Lab
Orlando. Florida
National C<<ti lied Testing Lab
Orlando. Florida
04101/1998
Tut Date
04/0 II 1998
Test Rrport f#
210-2024.
10.11.12
210-2024-
10.11.12
210.2024-
10,11.12
210-2024.
10.11.\2
0410111998
Air In61tration
0410111998
Wate.-
Penetration
Product AcceptanceILabtl No: 080[-228
CertlfylDI F10rida EDclncer
aDd LlcellJe Number
Barry Portnoy
P. B. No, 16258
Barry Portnoy
P. B, No. 162:S11
Barry Portnoy
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These notes are provkJt'd to ensure pr(.pel' in,iaRatbn uf F1urida Elttvdl'fS r~ Ilt~
prodUlts and mest be follo'."€d fully.
CONCRETE OR:SAclLK Il[-\{E(~ '.I~OD INSTALLAtlCJN A"C iUR iMPORTANT iNrORMAlION & GENERAL NOnS
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\ T "' - 1IPI'11.000D EQU-'L. AS'f'lKA lO!< Of Wu;u.1 116 AOl<E.SM (AlJU( ~T rM/.tE sru. MVST I~,EPJA\.S Oil HAve ~ OJAAOSTON RESlSl MT COATj~ tlWUEC SUlTAIllf FOR
If ..JU;; , CQMP\.Y I'll,\; SEALANt ~cA."lUfA('rJRCll'S <zfCCi'1NE'lDA1lONS. me ENVlRO"iMf.'l1' MOJOR. Fll.AM1NG MATtFUAL WHERE A'4OiOR.S ARE USED 1'4
$ T "'CO 1 j' ".1! r.~~ I J.\ l) use 51U(O,'1lZl'0 IIClt'IUC (AW( roR ~tlUMt1tR 5(AI. AAO\Jt~ EX'U:lOl tA' PRESSlJRE.PFIS{RVATII'E 1 FCAiEO NOOO, 1'1 IE \"1000 SlJPPUCR SliAU BE
-"- I LQ:,. WlNOOW fV\,.;Gt AI.o TO SlAt BEADS Of L';S"Pol.lAllOO fllSnNtyS. CO'lSlJLTt'C fOR I\ECOMME'lCATION OF "'iC}10RS cu~U',..mllE WITH T'iE
Bf CT~(~S ~ld .) F\.O!UO>\ IXTll.JCoE.RS 1000 SUits f<<IZOkT". Sll(J(A IS 5HO\"~_ f'RfSSliREPRESl::Jl.VA1T1'E 1REATMENT PROCCSS VSEO.
I 1 5) WINOO\~ 'fW<1E MA.tR:Al.' ALU'lIMJM ALLOY 50lil 9) AlL nao SlJPPUtD rl<.'1LES IN THE fAAME (If REQUIRED) WILL BE 3/W 1"
rfRI)ofPtR :'l -A "1 -~ L SH!>4 A$ REQ'n DlAMETtll
Cld..K' I I (S~E ~J'(Sl B.H. I\,'ni().BJ"N~~~Ilor.!lli~.!~9.c"l~ IO)WlYJOs(;REWSSr\l\l.l.I~u.T""Slel86,lD1MENS10NAl.FEQUIP,EHENTS,
BY DTH!.:FS I <!lUCK II) If WOOD itNQS TO 5i'UT. P'lE.OORE IlOl!S AS FOUOWS: f8 WOOD
.... H I HE IGI<') GENtAAll SOlEW. 1/8" C'IA PllOT I tOlE 8. '10 WOOO SOlC\'f - 9j6~' D1A. PILOl H<XE
""'I'lDJ\oI .6 ~) ';AJl.l,T1AOi~'E'l1' <.E N01H1Tl\!CrulW. OI>E 8'T llUCI( IS.' fP.OM EAOi COf\,~ER AND i'l.A 10.... C1ESIG"l c~OfIC'll"~ ~. ,~""" ~'STR' ~~..).
:1E.!uHll f LIlMiE T:Pl.. ill /l" ON CHntlt. IJ$E.I, hAAotNEO .PWL' W1rH A O.o<J7" OlAME1"ffiA!fD I !li9" lE<GrH ,~,""- ,., ~ '':'.. ""~ ",'.<vV ,~, o.r..'''';''
1/111" CIA. TAPPEA CONCR.EH SCREW (Wlnt NON-STllI)(TUIlU ONE BY
\ SeE N!J 1 f S) : ~ ---.; , lENCl'< {)f4" El'llE(;t.lt..t"} ca ~lVALE!'fT. WOOD BOCK)l
l: ! ~ I). ONE BY ',lOaD 8UC~ BY ceNCRE 1 E Cq
-- ~ ~D!'ifRS NHE (, s. ]) ~' SiJ!'~RY OPEN!';G 12)WHEREWlNOOI'fISI~STAillOlNMASONIl.YOPENJ'lGWlTHA
B '" B~ 0, HE RS NOH.S1R\JCT1JIV.I. O'lE BY WOOO BUCK (NOTE i), USE A l/ 1&" DlA. T Ai'I'E~
B J( In' COOCP.fie SOl".... Of sumUIJ<T LTH, 1'0 ACHiM Mi... (M!l[C*"ET<T Of HJ~'
RI'i1D V:'lYL -.-< , J(.' ,l'll/i' SHIM_: .~~:'9't';:~,* - l"lTOMASONRl'QRCOIOETe:.
"'1 GLAZI~G !lEAD F LI\NCE TYf't SPACE MAX, I 13) SEE SI-.EET 2 FOR TAPPER INSTAllATION I\.~ LOCATION O1AAT. I.E1Ttll.
, (TYP.l ..INDO'..! f RN1[ S,~;~ AS REJ'D .. \ OESIGN,H1ONS ON TIE lAf'KR LOCATION OWl.T INDIUTE WHEJ.'.E 1AWeR
fLANGE TYPE JAMB ~ NDTES) ,t> CO'lU\E1tSCPE'NS"'RETOBEINS1ALLEO~E'4USI~n"'EX'1..PJOR
_ I<j~:lCI,/ ERI\/o'E lNSTALlAIJJN ANC'KJR .... EtEV~TIONI<S~t;(Y.
S:LL 3/16' ~IA TAf"(R - -.-= i.) l/lflPf.R (Mllll) CONCRETE SCI'.EW folII.'UACnJREO BV t>OWERS fASTENlNC',
f'~ ---- - (~J - 1_) ~- i\ " lNC, W1LlllE USED. TAX;O!'i (b-, CLeo tOO'PO'lINC l 01\ T1Tt'N (l1'I S1t~PSON
.... ....... -~<:J_ ____ 1:'C!!C2~11?~ . .V2~_AYYL~ ~. . I L\ 1.. _.'07 STRO'lG-Tlf) (,A'I BE SUIlS'I:1,;T1:D WllH THE HC1U..O,'ItNG l!/IIJT.I,110NS fOR
~. ~" "'J BEAV "1;\: THE HCRlZOf>lTAl. SUOING WINDOW SIZE 024, D24S. D2S AN{) D<6:
( ( (( (( I ( : ((J 1 GlASS (TYP.l.\ /"' a) INSTALL TWO 1\..'>t>ltlOl'lAi. fAS1ThERS 1'1 Hoo 0\itR O1AU
REQUlkE!"'E."ffS ~ T lOCA TIO'oIS /I. ...1010 D,
CAULK ll( T \/(('1 <l j q Q IS) I\U. REIo'.AL'lIN':i r ACTORY Af'PUEO INST I\U..A 110N fASTENER HOlES tlOT
"'iNtC", fLANGE I" USEO FOR TN'PLR CO~.ETE SCREW lNSTALI.A'!1ON SHOLl\.!) BE filLED \\1TH #8
~ f'RECAST 5 II L -' J WCIJO S<1lEWS Ol' SlJFflaE~T l T1-l, to AAOVlD€ MIN, 5/8 IN. EMBE()NENT 1~1'O
AOI~[~~i~~~ PRWST SILL ~ECTIO~:L A-A WCIJOflUCK.
OR I,PPROVl:D EOL. BY O-'I[RS \0 I~DC"t ELANGE J no WOOO SCREW (WITH STR\KTUIlU TWO IV WOOO 8UO<}l
I"A IJ,I,./. l ""OUD BUCK p
PERIME:1tR j 16) WHERE WiNOOI'f lS I~ALLEO IN MASCNR.1' OPEM."iG WITIi A STllOC1'\JAAl.
^c--l 0 CI.llL~ STUCCO ----I TWO BY WOOO w:J<. USE 110 WOOD SOl[WS \ANSI81S S 1) Of SUfflOlJ<l
~ BY OT'<(RS BY O'1<(R$ LENGT,..TOACHIM1.1i8"Ml'l.EMElEDME'ltINT0T11ETW08YWOOOIllJ(Ji:.
-r-:- '.! ,I CAULK BE1VH.N 17) 1/10 WOOD SCR!:WS SHAl.lllE 1e.'$1ALll:).\T I\U. fACTORV AI'l'tJE!)
1 E +--- /:1 ..f-:t F ~W"U:;1oI \{lb'::)ECTION ~pos.~,lltJorC.rKN1~.... l~lALLATlONrAS"llo/CP'IOUL()(.A'!1O'iS.-
I "....... ~ i :::."" <.. ',,, i8) WQI"JO S<1lEWS SWILL 'lOT SE useD 1'0 fASTEN ASSEH9\.Y 1'i1O rne E'lO
\J.H. $ # r-j' -H--l ,.;~ /'~:~:,~~~~.,. [3-8 llY O~f<tRS C,,-IJNOfWOOO. {SEESliHT2roRCONTl!'lUAT1O'lOF'lOlts)
[I' ?;/' ~ ~ /-1 "~~~" ~ \ HEV DESCRIPTION DATE IN! F'LOI.lIDA EX'TI:JUDEI:JS INTERNATIONAl, INC
i i 'R~~' <:l ^~ . . " ." \ 25tO JEWETT lA"lE
B B J. 1IIftn".... B 1~~~;~~",!,?,:~:~10I\Sl03RJA C[!mntA,,!ry.wm~.ZA1lOI<NO.9135 SA:-IF'ORD FLORIDA
J to :..' ~fr;.;{3'Fr ,Loc...'I)N;N ~...o.cRS TITLE, INSTALLATION DETAIL WI TAPPERS
____,,____ _. _+ " ,t~" "" 1~~2, S, ~o "'40 so HORZ, SLIDING FLANGE WINDOW _ SERIES 1000
EI_EVA'TION A-- 1----- ~~ \.~.~t,~.~,'::.~~';.~/'C;g111~~~1k~'1;~9/0)RJA
--....I ~ s: .;.~ tl.1fA',. ""~... '..roEll llO'! $ l< 7 '0 DR4- In. BY: B B I APPROVED BY R JA
VIEWED FROM EXTERIOR ....,." "..:.:'.... fONt BY B.IC< (''il-Wt IHn:, 12119/03iSCALE: NTS IDwe., rlEX002D SHEET I Dr 2
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DRA\f~ BY: B B I APPROYED BY R J A
DATE,12/19/03ISCAl.E'NTSIDll'GHEi0016,SI-T I or 2
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FRAME (FIN)
HORIZONTAL SLIDER
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AOOESM CAU\)( OR APPROVED EQUAL AT mE r ASTl'iLR LOCATION PRlDll.l'O
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3) Lr..>E SIUCO'lIZED ACRYU<: CAUl)( FOR PlRlNETtR SCAL AAOO~O EXTtl>l~ Of
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4) R.ORJOA EXTRlJOlRS 1000 SERIES SINGLE HU~lG is SHOWN. THIS PRJNT ALSO
I\I>PUES TO -:e'f f1.0RlDJ\ EXTRUDERS 1500 !\.'lO 2000 SeRiES St'lGlE liIJ'KiS,
S} .v!NEXiW rRAl-le MATtRlAl.: t.LUMI~UM loilOY 601>),
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Thesa notes art! pro',lded to ensure proper instaR4Iion <A Ronda Extnxlef1; MPi!-,lone prodvds as'" !Oust be
followed fu fly
GENEMl, INSTALl..AnO'i [~STRUCT1ONS
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3) USE SrU(OOI<:EO /lCR\'t.lC CAUl!( f<lR PERIME1ER SeAL AAC'4U'lD EXTERIOR Of WINDOW FRAI1E.
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FLORIDA EXTRUDERS 1~1~~N~i~O~~L'Lm~
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SILL
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MASONRY INSTALLATION
-......
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(NOTE 11 eo 1~
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INSTALLATION ANCHOR __
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(NOTE 23)
<ANCHORS SHO\iN IN SAME
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(TYP). <J
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n "," xx"'-
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<TYP) ~ '1 L ~~ug~8ERS
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INTERLOCK
HOOK STRIP DET AIL
IMPORTANT INFORMATION &. GENERAL NOTES
MAX,
d
CAULK BET 'WEEN
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'WOOD BUCK
SLIDING GLASS
DOOR FRAME
JAMB
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\ I' ~v- MAS/Y, OPENING
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r CAULK BET\rJEEN
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~ SHEATHING
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ANCHOR (TYP, \JI-lERE
TAPPERS ARE NOT REQ'D.
SEE r~DTE 20) -
&
LIBERALLY APPLY CAULKING
UNDER SILL OR SET SILL IN
BED OF CONCRETE (SIE NOTE 2).
SHIH AS RESll.JlRED (SEE NOTE 1).
INSTALLATION ANCHOR
- 3/16' DIA, TAPPER
(NOTE 15)
CONCRETE OR
'- MASONRY OPENING
BY OTHERS
SECTION A-A
DOOR
HEIGHT
t
CI
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<TYP,)
SECTION B- B
These notes are prQvid(.'(j to ensure prope- installation of Fk)rida Extrud€f'3 Milesto~e products ar'ld must be followed fully.
GENERAL iNSTALLATION INSTRUCTiONS
A1
I
1) SHIM AS REQ'D. AT EACH INSTAlLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABlE SHIM STACK TO BE 1/4".
LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPLETELY ENCAPSUlATED IN
CAULKING OR SET INTO WET CONCRETE.
2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FtANGE AT HEAD & JAMBS. LIBERALLY APPlY SILICONIZED ACRYLIC
CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER MD
CONCRETE. CAULK ALL fASTENER HOLES PRIOR TO INSTALLING fASTENER AND AROUND HEAD AFTER INSTALLATION.
3) use SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUQ(
FOR POO<ET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER,
5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063.
6) TWO BY WOOD BUCK AND/OR FRAMING AT ruE HOOKSlRIP TO BE SECURElY FASTENED TO TRANSfER TIiE LOAD TO l11E
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FOC, SecTiON 1707.4.4.2 AND THE ENGINEER OF RECORD'S
DETAILS.
7) FlORlDA EXTRUDERS 1000 SERIES SUDING CLASS DOOR IS SHOWN. 11115 PRINT ALSO APPLIES TO l11E FLORlDA
EXTRUDE.RS 500 AND 2000 SERIES SLIDING GlASS DOORS.
8) WHERE "X" REPRESENTS MOVING PANEL AND "0" RE.PRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED
ON 11iE ANCHOR INSTALLATION O'iART.
#
#
&
r.
B B
&
A......
EXTERIOR ELEVATION
2 PANEL DOOR SHO~N
(SEE NOTES 8, 9 8. 10)
&
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REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNA~IO!;lAL, INC
B REVISED NOTES I, 2. J. 6. RJA 2540 JEWETT LANE
II, 12. 13. 16. 22, 23 & 12/18/03 CERTif!CATE OF AIJll10RlZAOON NO. 9235 SANFORD FLORIDA
~~~~ ~~?f.;-~D/OR TITLE: SLIDING GLASS DOOR 500, 1000 8. 2000
REfERENCES AND/OR MASONRY INSTALLATION \.11TH NON-STRUCTURAL
ILLUSTAATlONS. REN\JIJBERED BUCK AND TAPPERS
NOTES 6 TO 10 AND
REVISED RE:ftREN<'ES fO DRAWN BY' BB APPROVED BY' RJA
TI-lESE NOTES. REVISED . .
1~:1"1~ ~:xx DATE: 12/18/03 I SCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2
[SEE Sl~EET 2 r-oR CONTINUATION OF NOTES]
FRAME INSTALLATION
"""*- DOOR \JlDTH -...... Fl/4' MAX. SHIM SPACE
1-1/8 MIN,
.......-EMBED~ENT
SLIDING GLASS
DOOR FRAME
JAMB ! T\40 BY \4000
\ ~ BY OTHERS
,,' (NOTE 6)
~~
/ ___ SHIM AS REQ/D.
-- -~ (SEE NOTES)
T\rJO BY 'JOOD BY
OTHERS (NOTE 6) ~
PERIMETER
CAULK BY
OTHERS
J'
\
INSTALLATION ANCHOR
Ita \JOOD SCREIJ (TYP,) -,
(NOTE 21>
(ANCHORS SHOVN IN SAME:
PLANE FOR CLARITY ONLY.
HOOK STRIP ANCHOR HOLES V;
SPACED 2' APART ON
OPPOSITE FLANGES'> 1 118' MIN.
~~b~IN~T~I~ASS DOOR", \ / \ II /\ ~~~~;N~
~ 1 \"k.~ ~e 3/4~ MAX,
il IL '" ,,,""'-.....
TEMPERED ~ . L T
GLASS (~YP) ~
SHEA THING
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~~ I ~SLIDING GLASS DOOR
INTERLOCK
HOOK STRIP DETAIL
CAULK BET\rJEEN
tHOOK STRIP B.
'WOOD BUCK
'"
.-=.I'
\
1\ INSTALLATION ANCHOR
-- #8 \rJOOD SCRE'W
(NOTE 21>
--- CAULK BET\rJEEN
DOOR FLANGE
~ SHEA THING
~~
u
(
III
IEMP:D
(TYP.)
,J
GLASS
SHEATHING
BY OTHERS
STUCCO
OR SIDING
BY OTHERS IMPORTANT INFORMATION &. GENERAL NOTES
These notes are provided to ensure proper installation of Florida Extruders Milestone products arid must be
followed fully.
SECTION B- B
AI
I
GENERALINSTAlLATIONINSTR~ONS
#
#
D.. 1) SlUM AS REQ'D. AT EAQi INSTALLATION ANCHOR wmi LOAD BEARING SHIM. MAX, ALLOWABLE SlUM STACK TO
ill BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPLETELY
_, ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE,
r t 2) USE SIUCONIZED ACRYUC CAULK BEHIND DOOR FLANGE AT HEAD &.JAMBS. LIBERAllY APPlY SIUCONIZED
B B ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BET'V'I'EEN BACK CORNER Of SILL
.6. RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER
m INSTALLATION.
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 WITIi A SMAll JOINT SEAM SEALER,
5) DOOR fRAME MATERIAL; ALUMINUM ALLOY 6063.
D.. 6) lVVO BY WOOD BUCK AND/OR fRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO
ill TRANSFER THE LOAD TO l11E WOOD OR APPROVED FRAMING ~1EMBERS PER FOC, SECTION 1707.4.4.3 AND THE
ENGiNEER OF RECORD'S DETAILS.
I
A-J
13'- EXTERIOR ELEVA nON
~ 2 PANEL DOOR SHOWN
(SEE NOTES 8, 9 8. 10)
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2.,~.~.~... ~'Y\ REV DESCRIPTION DATE INI
'l'~~ \, B ~If&NO~s~~e. II. 12/18/03RJA
1,. ~~" ~- - AND/OR RE\i1SED REtA'l:O
~V' ~ .D'11a"'l RfJEREloICES AND/OR
..... ~. elf; ;~:'1~. 'J ILlU~TAATlO~ /tOOE!) NOll:
~. 20 ^,~D RElATtO
\,..~.. .. 1-.-:1... . ILlUSTRATlON5, RENUI.l8[R[O
.,... '" ............- .,i NOTES a to 10 ok 21 TO zg
"Jt. '. . . . . . ~ !>NO REVtSEO %fERENCE:S TO
rnEst: NOTES. R(\I\s(D
.... _ u- TN'PEllS rOR OOXX ,- F'ANn
-"""- OOORs.
APPROVED BY: RJA
NTS IoWG #: FLE.X0027 SHT 1 OF 2
[SEE SHEET 2 r-oR CONTINUATION OF NOTES]
F'LORIDA EXfI'RUDERS INTERNATIONAL, INC
I. 2540 JEWETT LANE
CERTlf1CA1( Of' AUll10RtZATION NO. 92J5 SANFORD FLORIDA
TITLE: SLIDING GLASS DOOR 500) 1000 8< 2000
FRA~1E INST ALLA TION \JITH #8 SCRE\JS
DRAWN BY: BB
DATE: 12/18/03 ISCALE:
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ill SEE NOTE 22)
LlBERALL Y APPLY
CAULI<Il'<G UNDER SILL
DR SET SILL IN BED
OF CONCRETE (SEE NOTE 2).
SHIM AS REQUIRED (SEE NOTE 1>.
INSTALLATION ANCHOR INSTALLATION ANCHOR
3/16' DIA. TAPPER #8 \JODD SCRE'J <TYP. 'WHERE
(NOTE 17> TAPPERS ARE NOT
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MASONRY OPENING ,- BUCK BY OTHERS
BY OTHERS 7 I (NOTE 11 & 12)
SHIM AS In ~ / I &
~i\~~l <:J 1 1/4' MIN.
v EMBEDMENT
t>.
-- ___ J _~,
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INSTALLATION ANCHOR
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BY OTHERS
(NOTE 6)
^ - 1/4' MAX.
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PRODUCT APPROVAL SPECIFICATION SHEET
As required by Florida Statute 553.842 and Florida Administrative Code 9B-(2, 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
I
Cateqorv/Subcateaorv
1, EXTERIOR DOORS
A. SWINGING
B. SLIDING
C. SECTIONAL
D. OTHER
2, WINDOWS
A. SINGLE HUNG
B HORIZONTAL SLIDER
C. FIXED
D. MULLION
3. PANEL WALL
A. SIDING
B. SOFFITS
C. WALL LOUVER
D. GLASS BLecK
E. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
B. UNDERLAYMENTS
C. ROOFING FASTENERS
o ROOF VENTILATORS
E. ROOFING TILES
F. MODIFIED BITUMEN
G. SINGLE PLY ROOF
SYSTEMS
H. CEMENTS-ADHESIVES
COATINGS
1. ROOF TILE ADHESIVE
J. OTHER
5. SHUTTERS
A. STORM PANELS
B. COLON IAL
C. ROLL-UP
o OTHERS
8. SKYLIGHTS
A. SKYLIGHT
B. OTHER
Manufacturer
Plastpro Inc.! Nanva Plastics
Jeld-Wen
Kinco
Bette rB11 t (M I Horne Prod.)
Fla. Extruders (Milestone)
General Aluminum
Clopay Buildinq Products
Kinco
BetterBilt
Fla. Extruders
General Aluminum
Kinco
BetterBilt
Fla. Extruders (Milestone)
General Aluminum
Kinco
BetterBilt
Fla Extruders (MilestoneT
General Aluminum
Kinco
BetterBi It
Fla. Extruders (Milestone)
General Aluminum
Kaycan Ltd
Cameron Ashlev BUlldinq
Pittsburqh Cornina COrD.
Simpson & USP Cross Over Chart with Florida
Product Approval Numbers
Product Description
!Approval NumbeiTs)
Distintion Flbreglass Entrv Doors
Exterior Doors
FL1321
FL498,539
A34
ABU44
CS22
H3
H10
H2.5
H6
HCP2
HDQ8-SDS3
HETA16
HET A20
HGUS210-2
HHETA40
HSUR/L410
HTS16
HTS20
HTT16
HTT22
HUS26
HUS28
HUS410
HUS412
HUSC410
HUSC412
ITT
IUT
LGT2
LSSU210-2
LSSU28
LST A 12
LSTA18
LSTA30
LSTA36
L TS12
L TS16
L TS18
LTS20
L TT19
L TT20B
LUS26
LUS414
M BHA3.56/11 .88
META22
MGT
M ST 48
MST60
MSTAM36
MTS12
MTS16
MTS18
MTS20
MTS30
MTT28B
PA51
SDS 1/4x2 1/2
SDS 1/4x4 1/2
SDS 1/4x6
SP1
SP2
SP4
U24
Set Pac 10
HD Titen
Mk 213/4/5, Mk 2/314/5 HP, Mk 2/31415 XHP
420, 470/452,4(OHP/452HP
Series 500/100012000
420/430/440
FL 126
FL561
FL45
FL264
Residential WindCode Doors
FL542
Mk 40/50, Mk 40/50 HP
165, 165/3000, 740/3740, 3240/4250HP
Series 1000/1500/2000
FL 123
FL663
FL42
1100/1140/1440/1450/1540/1550/1570/1900/
1940/1970
FL254, 1698
RW HP, RW XHP, RW4-XHP
168/3168, 680
Series 1000
1180/1480/1580/15901198011990
FL124
FL6(0
FL43
FL256, 1700
Mk 40/50 PN/CT, TWPW/CT
165/3000,740/3740, 3240/4250HP, 680
Series 1000/2000
11 00TDU11 001450TDU1450/1550/1570/19001
1970/5000/5300/5350
FL125
FL6(6
FL44
FL255, 263, 1697
M03-04A, M02-03A, M96-08C
FL957
FE5r09/5710/5711/571215713/5714/5718
FL974
FE5700/5701/5702/5703/5 (0415705/5717
1100/1900/1970
FL1252
060510606/9500/9510 Aluminum Soffit
41550/45102/45102N Aluminum Soffit
FL1965
FL406
Glass Unit Masonry installed w/Mortar
FL1363
Certain Teed Corooration CT20 (and ARl, Landmark 30/40 (and AR),
XT25 (and AR), XT30 (and AR)
FL250
Air-Vent Inc. CRV Aluminum Ridge Vent
NOA No. 03-0930.08
Certain Teed Coro.-Roofina Modified Bitumen Roof Svstem
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
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8. NEW EXTERIOR
ENVELOPE PRODUCTS
FECP Corp. (Cast-Crete)
FL479
see chart
see chart
Truss Plates
Versa-Lam SP
Wood I-Joists ALLJOIST
FL2197
FL1644
FL1645
Hiqh Strenqth Concrete Lintels
FL 158
A.
B.
The products listed below did not demonstrate product approval at plan review. I understand that at the time of
inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the
product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy
of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed
if approval cannot be demonstrated during inspection.
APPLICANT SIGNATURE
DATE
FL474
FL474
FL1901
FL474
FL474
FL474
FL474
FL474
FL474
FL 1901
FL 1901
FL474
FL 1901
FL503
FL538
FL538
FL503
FL503
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL474
FL1423
FL474
FL474
FL 1901
FL 1901
FL 1901
FL 1901
FL474
FL474
FL474
FL474
FL474
FL474
FL47'
FL474
FL538
F1901
FL1423
FL 1901
FL 1901
FL 1901
FL474
FL474
FL474
FL474
FL474
FL503
FL474
FL1463
FL1463
FL1463
FL474
FL474
FL474
FL1218
FL402.3
FL23042
Product Description
USP Product
Number
Framina Anchor
Adiustable Post Base
Coil Strap Tie
Hurricane Tie
Hurricane Tie
Hurricane Tie
Hurricane Tie
Hip Corner Plate Connector
Holddown
Embedded Truss Anchor
Embedded Truss Anchor
Truss HanQer
Embedded Truss Anchor
Heavy Skewed U Hanaer
Heavy Truss Strap
Heavy Truss Strap
HDfTension Tie
HDfTension Tie
Heavy Joist Hanaer
Heavy Joist Hanqer
Joist Hanger
Joist Hanqer
Joist Hanqer
Joist Hanger
TF I.Joist Hanqe r
I-Joist Hanger
Liqht Girder Tiedown
Slopable/Skewable Hanaer
Slooable/Skewable Hanqer
Strap Tie
Strap Tie
Strap Tie
Strap Tie
Twist Strap
Twist Stra p
Twist Strap
Twist Strap
Tension Tie
Tension Tie
Joist Hanger
Joist Hanqer
Masonrv Beam Hanqer
Embedded Truss Anchor
Medium Girder Tiedown
Strap Tie
Strap Tie
Strap Tie for MasonlY
Twist Strap
Twist Stra p
Twist Strap
Twist Strap
Twist Strap
Tension Tie
Foundation Strap
Stronq Drive Screw
Strong Drive Screw
Strona Drive Screw
Stud Plate Tie
Stud Plate Tie
Stud Plate Tie
Face Mount Joist Hanaer
Expov
Titen Anchor
MP34
PAU44
RS300
RT16
RT7
LFT A6
HHCP2
UPHD8
HT A 16
HTA20
THDH210-2
HTW16
HTW20
HTT16
HTT22
HUS26
HUS28
HUS410
HUS412
THO
THF
LUGT2
LSSH31
LSTA12
LST A 18
LST A30
LST A36
LTW12
LTW16
L TW18
LTW20
LTS19
L TS20B
JUS26
JUS414
NFM35X1178U
HTA24-18
KST248
KST260
MTW12
MTW16
MTW18
MTW20
MTW30
MTS278
TA51
SPT22
SPT24
SPT4
Florida Product
Approval
Number
FL570
F L569
FL822
FL565
FL565
FL820
FL817
FL817
FL821
FL821
FL821
F L820
F L820
FL821
FL821
F L818
FL818
FL821
FL821
FL815
FL815
FL568
FL816
FL816
FL816
FLa16
FL816
FL820
FL820
FL820
FL820
FL822
FL822
FL821
FL821
FL578
FL859
FL822
FL822
FL820
FL820
FL820
FL820
FL820
F L822
FL816
FL81?
F L81?
FL821
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LAST PLOT DATE
Mar. 22. 05