HomeMy WebLinkAboutBIN B-3 PERMIT 4409
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 psr, A SLUMP OF 6"
PLUS OR MINUS I", 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.
WNF 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 ( f'm = 1500 PSI )
2. MORTAR SHALL BE TYPE "M" OR "S", CONFORMING TO
ASTM C270.
3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A
MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11".
4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.
5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED
IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS
OTHERWISE NOTED.
6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR
DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS
7. DUR-O-WALL SHALL BE PROVIDED @ EVERY OTHER
COARSE OR 16" O/C
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", 2001 EDITION.
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR
WALLS AND MISe. 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 UNES, ETe. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES,TYP., U.N.O.
4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK
PER ASTM e. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8"
OVER METAL LATH.
FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK.
5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH
EARTH OR CONCRETE TO BE PRESSURE TREATED.
*ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE
(CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR
GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED
WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-e.
MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS
THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO
SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS.
DOT SODIUM BORATE (SBX) DOES NOT.
SOIL BEARING
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 CUPS OR ANCHORS.
2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN
ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL
DESIGN SPEOFlCATION 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 M EM BERS ARE
NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS
MANUFACTURER IN ACCORDANCE WITH THE DESIGN
LOADS AS USTED 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 SPECIFIED LOADS
AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS
FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,
BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND
AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED
FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH
SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA
REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION.
8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS
WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
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, BElWEEN 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 PLASTIC FORMS. PERMANENT
FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF
SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3)
REINFORCING:
8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS
REQUIRED.(FBC 1816.1.4)
CONCRETE
MASONRY
UNITS:
9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5)
STRUCTURAL
STEEL:
10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6)
11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION
IS COMPLETE INClUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER
THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6)
12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1.7)
UPLIFT CONNECTORS
WOOD ROOF
TRUSSES:
13. A CERTIFICATE OF COMPUANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY
WILL BE ISSUED. THE CERTIFICATE OF COMPUANCE SHALL STATE: "THE BUILDING
HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
FLORIDA DEPARMENT OF AGRICULTURE AND CONSUMER SERVICES,"(FBC 1816.1.7)
1. UPLIFT CONNECTORS SUCH AS HURRICANE CUPS, 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, ETe., 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 UNTEL STRAPS FOR MASONRY CONSTRUCTION MAY
BE SUBSTITUTED W/ (1) "SIMPSON MTSM16lWIST STRAP W/
(4) 1/4" X 21/4" DIA. TITENS TO THE BOND BEAM BLOCK
AND (7) lad TO THE TRUSS FOR UPUFTS OF 1000 LBS. OR
LESS. USE (2) FOR 2000 LBS. OR LESS. OTHERS MAY BE
SUBSTITUTED ON A CASE BY CASE BASIS.
2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB-
STITUTED W/ 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6"
DEEP UNITEX "PROPOXY" 300 ADHESIVE BINDER FOLLOWING
ALL MANUFACTURERS RECOMMENDATIONS ( OR 1/2" X 6"
RAWL STUD EXPANSION ANCHORS. )
3. REGARDING MISSED REBAR IN VERTICAL FILLED CELLS:
DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF
THE OMITTED REBAR, AND INSTALL A 32" LONG #5 BAR INTO
THE EPOXY FILLED HOLE. USE A lWO PART EMBEDDEMENT
EPOXY (SIMPSON "EPOXY TIE SET", OR HILTI" 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 SPEOFICATIONS,
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 UPUFT VALUE IN THE
FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
5. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT.
IN CONe. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES
NOT HAVE TO BE CONT. TO FOOTING)
Structural Design Criteria:
General Notes:
FLORIDA BUILDING CODE, 2001 EDITION
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AO 318-02)
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89)
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION
APA PLYWOOD DESIGN SPECIFICATION
THE FOLLOWING TECHINCAL CODES
SHALL APPLY:
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2001 FLORIDA BUILDING CODE,
PLUMBING, MECHANICAL, FUEL GAS,
ENERGY EFFICIENCY, ACCESSIBILITY,
AND 2002 NATIONAL ELECTRICAL CODES
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TOP CHORD
BOTTOM CHORD (W 10 STORAGE)
RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED
BALCONIES
STAIRS
ROOF
FLOOR
20 PSF
10 PSF
40 PSF
40 PSF
40 PSF
17 PSF (SHINGLE)
15 PSF
ORDINANCE 92-19 - APPENDIX "J"
TO FBC PLUMBING 2001 CODE.
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WALL MOUNT WATER CLOSET VOLUME
3.5 GALLONS
3. WATER - FLOW RATE.
PUBLIC FAOLlTIES 0.5 G.P.M.
PRIVATE FACILITIES 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
4. ALL PLUMBING WATER UNES
TO BE PVPC
WIND LOADS BASED ON FBC, SECTION 1606.2.
WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0
ALL CONCRETE UNLESS OTHERWISE INDICATED
PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY
(DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
2500 PSI
3000 PSI
WELDED WIRE FABRIC SHALL CONFORM TO
ALL REINFORCING BARS
ALL STIRRUPS AND TIES
ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI
MORTAR TYPE "S" 1900 PSI
CONCRETE GROUT 3000 PSI
CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 psr, U.N.O
SHOP AND FIELD WELDS: E70XX ELECTRODES
ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
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)
00 EGRESS WINDOWS
SECTION 1005.4
BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O.
NO, 2 SOUTHERN YELLOW PINE (19% M.c.)
ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB
FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G ADVANTECH
WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSS
VERSA LAM BEAM Fb = 2900 PSI (2.0E)
4. ALL OPENINGS SHALL COMPLY WITH
2001 FBC WIND LOADS AS STATED
BELOW. ATTACHMENTS OF WINDOWS,
DOORS, SLIDING GLASS DOORS
AND O.H. GARAGE DOORS ARE TO DELEGATED
THE MANUFACTURER OF THESE ITEMS. THE
MANUFACTURER OF THESE ITEMS
SHALL SUBMIT ATTACHMENTS FOR
SITE INSTALLATION.
SEE ATTACHED SPECIFICATION SHEETS FOR
MANUFACTURERS DESIGN CRITERIA AND
INSTALLATION METHODS FOR WINDOWS,
DOORS, SLIDING GLASS DOORS, OVERHEAD
GARAGE DOORS, AND ROOFING.
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DESIGN LOADS:
TOP CHORD LIVE AND DEAD LOAD:
BOTTOM CHORD LIVE AND DEAD LOAD:
TOTAL:
27 PSF
20 PSF
47 PSF
NET UPUFT 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 UPUFT AS PER SPECIFIED CODES, DEDUCTING
A MAXIMUM OF 10 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL
DEAD LOAD.
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DESIGN LOADS:
DEAD LOAD:
LIVE LOAD:
TOTAL:
15 PSF
40 PSF
55 PSF
5. ALL DOORS INTERIOR & EXTERIOR ARE
6'-8" UNLESS OTHERWISE NOTED
ALL SHOWER ENCLOSURES TO BE
TEMPERED GLASS
6. ALL WINDOWS WITHIN 24" OF DOORS
(INTERIOR & EXTERIOR) AND WITHIN
18" OF FLR TO BE TEMPERED GLASS.
(SECTION 2405.2)
CONSTRUCTION TYPE -- TYPE VI UNPROTECTED
(SECTION 608 .. FBC 2001)
WIND BORNE DEBRIS AREAS
THE METHOD TO SATISFY PROTECTION OF OPENINGS
IN THESE AREAS WILL BE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS
IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY
THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
Building Data:
Index Of Drawings
SHT NO: ITLE
A COVER SHEET
A1 FLOOR PLAN
A2 FOUNDATION PLAN
A3 ELECTRICAL PLAN
A4.1 ELEVATION I
A4.2 ELEVATION II
A4.3 ELEVATION III
AS.1 ROOF FRAMING ELEV I
AS.2 ROOF FRAMING ELEV II
AS.3 ROOF FRAMING ELEV III
A6 INTERIOR ELEVATIONS C0
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5-1 FOUNDATION DETAILS CO c
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5-4 BRACING DETAILS I (f) >
WALL SECTIONS C\I -
5-6 -
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5-7 STRUCTU RAL NOTES & lC) I
HANGER INFORMATION I ~
S-8 WINDOW & DOOR DETAILS I'--
5-9 WINDOW & DOOR DETAILS <D
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S-10 WINDOW & DOOR DETAILS ~ >
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S-l1 WINDOW & DOOR DETAILS ~ (f)
S-12 PRODUCT APPROVAL INFO lC) ~
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WIND SPEED 123 MPH
WIND IMPORTANCE FACTOR -- (Iw) = 1.0
WIND EXPOSURE -- "B" (FBC 1606.1.8)
INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED)
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 5'-0"
OF ALL EXTERIOR BUILDING CORNERS
THEIR OPTIONS ARE AS FOLLOWS:
WINDOWS AND DOORS
SEE FLOOR PLAN FOR ACTUAL PRESSURES
A. IMPACT RESISTANT GLAZING
B. APPROVED SHUTTERS
e. SUPPLY WOOD STRUCTURAL PANELS
PER FBC 1606.1.4
Master Revisions:
ALL WORK SHALL COMPLY WITH ALL '('
PREVAILING CODES, FLORIDA BUlLDIT', J
CODE NATIONAL ELECTRIC CODE AND
ClTY ()f ZEPHYRHlLLS ORDINANCES
DATE
DESCRIPTION
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CENTRAL FLORIDA DIVISION,
TAMPA, FLORIDA 33609
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ON FILE
Notice To Builder
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600 N. WESTSHORE BLVD. SUITE 600
(813) 769-5277
IT IS THE INTENT OF THIS DESIGNER THAT
THESE PLANS ARE ACCURATE AND ARE
CLEAR ENOUGH FOR THE UCENSED PROFESS-
ONAL TO CONSTRUCT THIS PROJECT.
IN THE EVENT THAT SOMETHING IS UNCLEAR
OR NEEDS CLARIFlCATION"STOP..AND CALL
THE DESIGNER LISTED IN THIS TITLE PAGE. IT
IS THE RESPONSIBILITY Of THE UCENSED
PROFESSIONAL THAT IS CONSTRUCTING THIS
PROJECT TO FULLY REVIEW THESE OOCUM ENTS
BEFORE CONSTRUCTION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE
BEFORE ANY WORK IS DONE.
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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
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REFER TO SHEET "S10" FOR COMPONENT &
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ALL ELECTRICAL OUTLETS Y'iITHIN 3
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OUTDOORS, AND AS SPECIFIED BY
CODE MUST BE GFCI OUTLETS.
NOTE:
ARCH FAULT OUTLETS REQUIRED IN ALL
BEDROOMS AS SPECIFIED BY CODE.
NOTE:
ANY CONFLICTS BETY'EEN LOCATION OF
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~
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KITCHEN
BATHROOM
LAUNDRY ROOM
EXTERIOR WATERPROOF
GARAGE GENERAL PURPOSE
RANGE
44" AfF
39" AfF
36" AFF
12" AFF
42" AfF
2" AfF
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4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. AlL WORK SHALL
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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
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ELECTRICAL RISER DIAGRAM
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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.
V//////]
ENTRY BEARING AT 12'-4"
BEARING AT 8'-0"
I I
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8'_0" CEILING HEIGHT
VAULTED CEILING AT 2.5/12
1 0'_0" FLAT CEILING
ENTRY BEARING AT 12'-4"
APProved by.
Date:
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 2x4 SID.
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
ID-STATE TRUSS CO., INC.
3125 Reynolds Rd., P.O. Box 1606
Eaton Park, Florida 33840
941-665-1309 / 1-800-940-8787
-- 25
12
BUILDER:
US HOME CORP.
LEGAL ADDRESS:
DDJ
ANDOVER 2005 ELEV. "'
RE.Y1SIO~1
f-4tt
TRUSS END DETAIL
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STB
JOB .
N.T.S.
11/04/04
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SECTION @ GARAGE
1 STORY
SINGLE STORY FTG
BEARING
THICKENED EDGE
STEP DOWN @ ENTRY
SCALE: N,T.S,
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FRONT WALL
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S.G.D. SILL DETAIL
BEARING
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FOUNDATION NOTES
GENERAL MASONRY NOTES:
1. MASONRY UNITS: lAW ASTM C90
2. MORTAR: TYPE M OR TYPE S lAW SBC TABLE 1402.86 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. REINFORONG STEEL: GRADE 40 MIN. AND IDENTlAED IN
ACCORDANCE WITH ASTM A615, A616,A70
3) SOIL:
3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR)
4) CONCRETE:
4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2500 PSI (NORMAL WEIGHT).
4.2 REINFORCING BARS: ASTM A615 (GRADE 40).
4,3 WELDED WIRE FABRIC (WNF): 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 WNF AT MID-DEPTH OF SLAB.
4,7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS
104.2,6; 104,2,7; 1403,1.6,1503.4.4; 1816; 1916.7.5; 2303.1.4 & 2304
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TYP. MONO. FTG. FOR LOCATIONS
@ BLOCK WAll/REINFORCEMENT
S-2
SC\LE: N.T.S,
______ EXISTING U-BLOCK W/ 1 #5 CONT.
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(1) IF RETROFIT FILLED CELL CONDITIONS
EXCEED (3) PER PROJECT CONTACT
ENGINEER OF RECORD FOR ADDITIONAL
INSTRUCTION.
(2) FOR PROJECTS IN HILLSBOROUGH
COUNTY, ALL FILLED CELLS MUST BE
WITNESS BY A UCENSE INSPECTOR OR
AN ENGINEER,
LINTEL BEAM:
1 COURSE UNTEL
BLOCK WI 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
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\:y 9/16/03 TH
INSTALLATION OF WINDOW
BUCK STRIPS - 1X3 (MIN). GLUE
STRIP W/ADHESIVE SEALANT
& SCREW W/3/16" X 2 1/2" PHILLIPS
FLAT HD. ''TAPCON" SCREW MIN.
4" FROM END & 16" o.e.
EXT. FINISH
DRIP EDGE
INSTALLATION OF S,G.D.
BUCK STRIPS - lX4 (MIN). GLUE
STRIP W/ADHESIVE SEALANT
& SCREW W/3/16" X 2 1/2"
PHILLIPS FLAT HD. ''TAPCON"
SCREW MIN. 4" FROM END
& 16" O.e.
TRACK - FILL ALL HOLES
W/l" X #8 ST. STL. SCREWS
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6 S.G.D. INSTALLATION
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ALL SHEARWALL SEGMENTS CONSIST OF A FILLED
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SEE FLooRPLAN FOR FILLED CELL LOCATIONS.
FILLED CELL:
FILL BLK. CELLS WITH
GROUT ONE #5 @ LOCATIONS SHOWN
ON THE FOUNDATION PLAN
~ AND FLOOR PLAN.
/ MIN, LAP 25" (AO 530)
TOP OF SLAB
4)
NOTE:
SECTION BETWEEN DOWN RODS
ARE CONSIDERED SHEARWAlLS
UNLESS OPENINGS ARE BETWEEN
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\ S-2 J 1/2" Ill< 8" "J" BOLT @ 40" o/e SHEAR = 61 PLf,
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2-7/8" HILTI X-DNI NAIL @ 12" Ole SHEAR = 140 PLF.
1/4" l/l( 3" TAPCONS @ 16" OIC SHEAR = 198 PLF.
SCALE: N.T.S.
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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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PRECAST "U" UNTEL W/ 1-#5 CONT. IN //HURRICANE ANCHORS (TYP.)
GROUT @ OPNGS. 6'-0" & OVER. "
PRECAST "U" LINTEL ALL OPENINGS SPUCES 25 MIN.
UNDER 6'-0". f'LAP (AO 530 ) 10" HOOK~ STD. 90 HOOK (TYP,)
(TYPICAL)
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[ ENGINEERING I
SPECIFICA lIONS
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 I
. F'C 8" PRECAST LINTELS = 3500 PSI
. F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTelS = 6000 PSI
. F'C 4" PRECAST UNTELS = 3000 PSI
. GROUT PER ASTM C476 F'G = 3000 PSI W/ 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 UNTELS AS REQUIRED.
3. INSTALLATION OF UNTEL MUST COMPLY WITH ARCHITECTURAL
AND/OR STRUCTURAL DRAWINGS.
4. U-UNTElS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT
ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING.
5. ALL LINTELS MEET OR EXCEED lj360 VERTICAL DEFLECTION, EXCEPT
UNTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET
OR EXCEED lj180.
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
1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING.
EXCEPTION: SAFE LOADS FOR UNFILLED UNTELS 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 60
. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
. 7/32 INCH WIRE PER ASTM ASI0
. MORTAR PER ASTM C270 TYPE M OR S
8. CAST-lN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE UNTEL 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 C926
OR OTHER APPROVED COATING.
12, LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL
(LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE
FOLLOWING EQUATION:
APPLIED VERTICAL LOAD
SAfE VERTICAL LOAD
+
APPLIED HORIZONTAL LOAD
SAfE HORIZONTAL LOAD
<1,0
8, FOR COMPOSITE UNTEL 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 UNEAR 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" UNTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15)
W/ 15% REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFE GRAVITY LOADS FOR 8" PRECAST &. PRESTRESSED U-LINTELS
(AST-(IUiT4I
________ TYPE
LENGTH ______
SAFE LOAD - POUNDS PER LINEAR FOOT
8F8-0B 8FIT-OB BfIO-oB 8F20-oB 8f24-oB 8F28-oB 882-0B
8U8 Bf8-1B Bf12.1B BfI6-1B 8F2D-IB 8F24-1B 8F28-1B 882-1B
3069 4605 6113 7547 8974 10394 11809
2231 3069 4605 6113 7547 8974 10394 11809
3069 3719 5163 6607 8054 9502 10951
2231 3069 4605 6113 7547 8974 10394 11809
2561 2751 3820 4890 5961 7034 8107
1966 2693 4605 6113 7547 8974 10394 11809
1969 2110 2931 3753 4576 5400 6224
1599 2189 4375 6113 7547 (7 8672 10294 11809
1349 1438 1999 2560 3123 3686 4249
1217 1663 3090 5365 7547136 73~2 (19 8733 (19 10127 (19
1105 1173 1631 2090 2549 3009 3470
1062 1451 2622 4360 7168 (45 6036 (19 7181 (19 8328 (20
1238 2177 3480 3031 3707 4383 5061
908 1238 2177 3480 5381 8360 10394 nr 8825 (14
1011 1729 2632 2205 2698 3191 3685
743 1011 1729 2661 3898 5681 8467 (44 6472 (15
699 1160 1625 2564 3486 2818 3302
752 1245 1843 2564 3486 ~705 (37 6390 (47
535 890 1247 2093 2777 2163 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" (126") PRECAST
475
11'-4" (136") PRECAST
362
12'-0" (144") PRECAST
337
13'-4" (160") PRECAST
296
14'-0" (168") PRECAST
279
14'-8" (176") PRESTRESSED
N.R.
15'-4" (184") PRESTRESSED
N.R.
17'-4" (208") PRESTRESSED
N.R.
19'-4" (232") PRESTRESSED
N.R,
21'-4" (256") PRfSTRfSSED
N.R.
22'-0" (264") PRESTRESSED
N.R.
24'-0" (288") PRESTRESSED
N.R.
....
,:.i
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SAfE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-UNTELS
(AST-(R4IT4I
________ TYPE
LENGTH ______
SAFE LOAD - POUNDS PER LINEAR FOOT
8Rf6-OB I 8Rf1D-OB 8Rfl4-0B 8Rfl8-0B 8Rf22-0B 8RF26-oB
8RU6 8Rf6-1B 8Rf1D-1B 8RFl4-1B 8Rfl8-1B 8Rf22-1B BRF26-1B
1749 3355 3280 4349 5421 6493
1635 1891 3699 5206 6639 8060 9479
1596 3063 2992 3968 4946 5924
1494 1756 3699 5206 6639 8060 9479
920 1770 1716 2277 2839 3402
866 1167 2481 4567 6389 8060 (3~ 7917(19
859 1653 1600 2124 2649 3174
810 1113 2342 4242 6639 (10 8060 (39 7402 (19
901 1825 3120 5048 7747 9448
901 1825 3120 5048 7915 9479
755 1490 2459 3776 5743 7239
755 1490 2459 3776 5743 8998 (19
466 999 1568 2253 3129 4091
526 999 1568 2253 3129 4150
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
8Rf3Q-OB
8RF30-1B
7567
10893
6904
10893
3966
9311 (19
3700
8706 (19
7360
10893 (32
5623
10893 (48
3146
5891 (~7
4'-4"
(52") PRECAST
4'-6"
(54") PRECAST
5'-8"
(68") PRECAST
5'-10" (70") PRECAST
6'-8"
(80") PRECAST
797
(90") PRECAST
7'-6"
669
(116") PRECAST
9'-8"
411
SAFE LATERAL LOADS FOR
8" PRECAST &. PRESTRESSED U-UNTELS
~AST-~R.T4I SAFE LOAD
~ ~ 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
765 763 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
11'-4" (136") PRECAST
260 452
12'-0" (144") PRECAST
244 402
13'-4" (160") PRECAST
217 324
14'-0" (168") PRECAST
14'-8" (176") PRESTRESSED
15' -4 " ( 184") PRESTRESSED
17'-4" (208") PRESTRESSED
19'-4" (232") PRESTRESSED
205 293
N,R. 284
N.R. 259
N.R. 194
N.R. 148
21'-4" (256") PRESTRESSED
22'-0" (264") PRESTRESSED
N.R. 125
N.R. 116
24'-0" (288") PRESTRESSED
N.R. 91
* SEE NOTE 18
SAFE LATERAL LOADS FOR
g" PRECAST W/ 2" RECESS DOOR U-UNTELS
~AST-~Rn41 SAFE LOAD
~ ~ PLF
------ TYPE 8RU6 8Rf6 REINF.
LENGTH ______ CMU*
4'-4" (52") PRECAST
758 757 1365
4'-6" (54") PRECAST
5'-8" (68") PRECAST
5'-10" (70") PRECAST
694 693 1249
408 407 734
382 381
6'-8" (80") PRECAST
7'-6" (90") PRECAST
9'-8" (116") PRECAST
595 788 510
509 674 393
370 490 227
* SEE NOTE 18
SAFE UPLIFT LOADS FOR 8" PRECAST &. PRESTRESSED U-UNTELS
(AST-(R41T4I
_______ 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
178
10'-6" (126") PRECAST
152
11'-4" (136") PRECAST
135
12'-0" (144") PRECAST
109
13'-4" (160") PRECAST
98
14'-0" (168") PRECAST
89
14'-8" (176") PRESTRESSED
82
15'-4" (184") PRESTRESSED
63
17'-4" (208") PRESTRESSED
51
19'-4" (232") PRESTRESSED
42
21'-4" (256") PRESTRESSED
39
22'-0" (264") PRESTRESSED
33
24'-0" (288") PRESTRESSED
SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LlNTELS
(AST-(R4lT4l
~ TYPE
LENGTH ______
4'-4"
(52") PRECAST
4'-6"
(54") PRECAST
5'-8"
(68") PRECAST
687
5'-10" (70") PRECAST
6'-8"
(80") PRECAST
7'-6"
(90") PRECAST
9'-8"
(116") PRECAST
882-lT
88M
9608
9608
7636
7636
6627
6627
5861
5861
4924
4924
4498
4498
4038
4038
3508 9
3508
2494 15
2842
2007 (15
2544
1749 15)
2369
1582 (15
2247
1321 14
1993
1218 (14
1954 7
1129 1~
187 11
1052 13
1801 14
872 12
1470 14
746, 12
1225 14
654 11
1046 (13
629 11
997 13
566 10
875 13
8Rf3(} IT
8Rf30-2T
6183
6183
5924
5924
4594
4594
4453
4453
3865
3865
3257
3421
2322 (16
2652
NOMINAL WIDTH
NOMINAL HEIGHT
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SAFE LOAD - POUNDS PER LINEAR FOOT
Bf8-lT 8Fl2-1 T 8f16-lT 8f2D-lT 8F24-lT 8f28-lT
Bf8-2T Bf12-2T 8f16-2T 8f2D-2T 8F24-2T 8F28-2T
1972 3173 4460 5747 7034 8321
1972 3173 4460 5747 7034 8321
1569 2524 3547 4569 5591 6613
1569 2524 3547 4569 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 1632 2290 2949 3607 4265
909 1492 2093 2694 3295 3897
929 1492 2093 2694 3295 3897
835 (12 1340 1880 2419 2959 3498
835 1340 1880 2419 2959 3498
727 (23 1021 163~ (12 210<l;11 2571 (10 3039 10
727 1166 1634 2102 2571 3039
591 680 113~15 147~15 181(15 2152 16
591 851 1326 1705 2084 2463
530 552 914(15 118~15 1458 (15 1732 15
530 686 1183 1526 1865 2204
474 485 798{15 1034 M 1272 (15 1510 15
494 599 1028 1422 1738 2053
470(9 441 723 (14 936 (14 1151 (15 1366 15
470 543 928 1349 1649 1948
418(15 373 606 (14 783 (14 962 (14 1141 14
428 455 770 1145 1444 1718
384(15 346 559 (14 723 [14 887 (14 1052 1~
410 420 709 1050 1434 (8 1694 8
239 323 519 (13 671 (13 823 (13 976 14
246 390 655 968 1324 (8 162 11
224 302 485 (13 626 (13 767 (13 909 13
230 364 609 897 1224 (8 1562 14
187 255 404 (12 520 (12 637 (12 754 12
192 303 500 732 993 (8 1268 1~
162 222 347(11 446(11 546 (12 646 12
166 261 424 616 831 (8 1057 14
142 198 306(11 393(11 480(11 567 11
142 230 369 531 713 (r 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 75612
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4
SAFE LOAD - POUNDS PER LINEAR FOOT
8Rf6-1 T 8Rfl1} IT 8RfI4-lT 8RFI8-1 T 8RF22-1 T 8Rf26-lT
8Rf6-2T 8RflD-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 1262 1900 2538 3176 3815
570 1012 1651 2204 2758 3312
570 1097 1651 2204 2758 3312
506 797 1462 (8 1952 (7 2442 (6 2931 (6
506 967 1462 1952 2442 2931
395 491 931(12 1301 (15 1&W (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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(5 Mar. 22, 05
..J
DROP GABLE END TRUSS
FOR O,H. GREATER THAN 12"
2)(4 SPF BLOCKING @
PANEL EDGES - NAIL
SHEATHING @ 4" O.C.
STAGGERED w/8d
IIIII IY IIIII
~~ LSTAI8-STAAP ~/ / j,
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~TRUSSES ~
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@ 48" O.e. - NAIL w13-
lad AT EACH END & AT
CROSSING AT 45 ANGt~
CONTINUOUS 2)(4 SPF
SPANNING (4) TRUSS
BAYS (8 FT) NAILED TO
2x4 BLOCKING @ 4" O,c.
w/12d & 2-12d TO CHORD
~
2X4 SPF BLOCKING
BETWEEN TRUSSES
@ 48" O.e. MAX.
I"
I
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<:PT ~
PLATE
IX
5/8" OR 1/2" CEILING DENSE GYPSUM
WALL BOARD FASTENED WI 8d COOLER
NAILS OR 11/4" LONG DRYWALL SCREWS
COMPLYING W/ASTM CI002 FOR FlRST
8'-0" FROM END WALL @ 4" O,C. (TYP)
.
4 BAYS
GABLE END BRACING
wlo VOLUME CEIUNG
SCALE: 3/4" = 1'-0"
REV. 3104/04 TH
~
\..s;/
~v
V""'" I
GABLE TRUSS
/ "l" BRACE W/'Od @ 4" O.C
~ ~ (SEE SCHEDULE ON S3 FOR SIZE
I ~ AND lOCATION)
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GABLE END BRACING DETAIL
MEAN WAll HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIF1CATION
GABLE TRUSS
12
"L" BRACE W/ 10d @ 4" o/e
(SEE SCHEDULE ON S3 FOR SIZE
AND LOCATION)
~
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GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL
NOTES FOR WIND SPEED SPECIFICATION
_ 2)(4 LOOKOUT RAFTERS @ 24"
O.c. WI usp rt16
V 2X6 BRACE NAILED
, TO SIDE OF GABLE
# . TRUSS CHORDS
, 4'-0" IN LENGTH
OR GREATER
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1---1/2" x 8" A.B.
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I ~ LINTEL
COURSE
MASONRY
WALL
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( ELEV III ONLY)
.............
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usp spt24
@ EACH STUD
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SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAILS
~ ~~P GABLE END TRUSS & LOOKOUT
~ERS FOR O.H. GREATER THAN 12"
!X
2)(4 SPF BLOCKING @
PANEL EDGES - NAIL
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STAGGERED w/ 8d
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IF APPLICABLE
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I" , TRUSS CHORDS _________ c 7/16" MIN. THK. _
V 1\ 4'-0" IN LENGTH jI. c I ~ NAIL w/8d COM. @
" OR GREATER V 3" O,C. EDGES & 6"
1\ " ,( / : O.e. FIELD
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SCALE; 3/4" = 1'-0"
REV. 3/04/04 T.H.
SCALE; N.T.S.
REV. 7/19/03
TRUSS NOTES:
45^
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND
BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT
IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED
TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY
CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT
EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUfACTER ALL
LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O,C. MAXIMUM.
3. ALL BRACES SHALL BE 2)(4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIUNG 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
',,-
Vn
" MINIMUM 2"x4"
"'- CROSS BRACING
(SEE PLAN feR
LOCATIONS)
_(3) 12d
/- PER JOINT
~1 '\ ~1
~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN.
CROSS BRACING DETAIL (TYP)
CONV. FRAMED RIDGE
MAY BE NAILED w/ MIN.
(4) 12d WHEN IT LANDS
NEXT TO PRE-ENG. TRUSS
TYP. HAND FRAMING ABOVE TRUSS
2)(4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
..- 2x8 BlKING. NAILED @ EACH
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DIAGONAL .......
AT 8'-0" "
MAX ~ 7"
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~PROVIDE 2)(4 MIN. BLOCKING AT
<i OF HIPIRIDGE, TYP,BETWEEN TRUSSES
W/ (2) 120 NAILS EACH END TO
TRUSS TOP CHORD
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
ROOF
SHEATHING
2)(4 BLOCKING
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.
.
TYP.
.
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A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING
TRUSS
SCALE; N.T.5,
SCALE: N.T,S.
SECT. A-A
A~
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G.T.
ADD 2)(4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
.
JACK
TRUSSES
HIP
G,T
. .
(2) 12D NAILS -
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
REV. 7/18/03
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CUT SHEETS FOR ADDIllONAL PERMANENT BRACING GABLE END BRACING @
ll-lAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR
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TRUSS 0 END OF CROSS BRACE TO BE DESIG ED
FOR ADD'L 70 PLF UP & DOWN TOP CHORD
DROP GABLE END TRUSS & LOOK
RAFTERS FOR O.H. GREATER ltlAN 1
FOR 12- AND UNDER - SPACE OUllOO
BLOCKS AT 24- O.C.
SEE STRUCl1JRAL NOTES A
NAILING SCHEDULE Fa
SHEA ltllNG DETAILS
2X4 SPF BLOCKING
PANEL EDGES W/ (2) 1 D
NAILS EA. END TO TRU,
-NAIL SHEAltllNG @ 4- O.~ '.
STAGGERED W/ 8D ~
2X4 SPF CROSS BRACE I
o 48- O.C. - NAIL W
100 AT EACH END & A 9
CROSSING A T ~ AN I LE
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BLKG. 0 1 ST TRUS
2XS BR~C Ai,k D
TO SIDE . GABLE
TRUSS Bs' _____
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IF APPLICABLE
STRUCT. SHEATHING
7/1S- MIN. ltlK. -
AIL W /8D COM. 0
3- O.C. EDGES & 6-
O.C. FIELD
100 0 4- O.C.
..
NOTE: SEE PLAN DETAILS FOR CONNECnONS ltlAT
MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
.
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ABLE TRUSS
2X4 SPF BLOCKING
BETWEEN TRUSSE
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NAIL TOP OF "T-
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CRIPPLE Sl1JDS 0 16- D.C. BEMEN
HEADER & TOP PLATE WHEN APPLICABLE
W/ SP1 AND SP2 TOP AND BOTTOM EACH Sl1JD
(2) 2X12 ND.2 SY? HEADER W/7/16- OSB
SPACER UNLESS NOTED OTHERWISE ON PLAN
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
TRIMMER Sl1JDS:
(1) REQ. EACH SIDE OPENINGS UP TO 6'-0- WIDE
(2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE
CRIPPLE Sl1JDS 0 16- O.C. BEMEN
HEADER & TOP PLATE WHEN APPLICABLE
W/ SP1 AND SP2 TOP AND BOTTOM EACH Sl1JD
(2) 2X12 NO.2 SY? HEADER W/7/16- OSB SPACER
UNLESS NOTED OltlERW\SE ON PLANS
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
(2) FULL-LENGltl Sl1JDS AT EACH SIDE OF OPENING
UNLESS NOTED OltlERWlSE ON PLANS
(2) FULL-LENGTH Sl1JDS AT EACH SIDE OF OPENING
TRIMMER Sl1JDS:
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(2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE
100 0 8- O.C. STAGGERED
EACH MEMBER (T'Y'P
FRAMING AROUND OPENINGS SHALL BE
NO.2 OR BETTER SY?
SIMPSON A34 EACH END, TYP.
- DBL. 2X4 SILLS FOR WINDOWS
CRIPPLE Sl1JDS 0 1S- D.C.
W/ SP1 AND SP2 EACH Sl1JD
FRAMING AROUND OPENINGS SHALL BE
NO.2 OR BETTER SY?
NAIL GABLE TRUSS
TO PLATE W/16D 0
4- O.C.
r SEE PLAN FOR ADDtnONAL
SECnONS REQUIRED
1/2- MIN. DW CEILING
NAILED W!5D COOLE
NAILS 0 r O.C.
4 BAYS
1/2- X 8- A.B.
o 48- O.C. MIN.
LINTEL
-COURSE
GABLE END BRAONG
W/O VOLUME CEIUNG
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160 ENDNAILS EA. Sl1JD
NOTE: SEE PLAN DETAILS FOR CONNECnONS ltlAT
MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
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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
(GCPI = +1- .18) (GCPI = +/- .18)
ZONE 1 ZONE 2 & 3 ZONE 4 ZONE 5
10 14.9 -23.7 14,9 -50,1 25.9 -28.1 25.9 -34,7
20 13,6 -23.0 13,6 -4504 24.7 -26.9 24.7 -32.4
50 11,9 -22.2 11.9 -39,3 23,2 -25.4 23,2 -29,3
100 10,5 -21.5 10.5 -34.7 22,0 -24,2 22.0 -26.9
125 10,5 -21.5 10,5 -34.7 21.7 -23,6 21.7 -26,2
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NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BElWEEN 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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2"X P,T. PLATE
I
l "
1 .
Ilil .J
-./rl\ L 1/4" MIN. SPACE
I I L USPTRl W/3-8D
COMMON NAILS @ EA
TRUSS OR BLOCKING
(NOTE: (2) 16D TOE NAILS
CAN BE USED IN UEU OF
STC STRAP)
---J /_
---J /_
"'-2"X SllJO @ 24" O,C. MAX.
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S-6 REV. 9103
8
SCALE: N,T.S.
2"X4" P.T. PLATE
32"
@ I @
~}
SIMPSON STRONG TIE
UPUFT LATERAL
CONNECTOR
CAPACITY
CAPAOlY
335
335
335
335
150
115
400
NP
575
NP
NP
META12
META16
META20
HETA20
H2,5
H5
H7
1040
1205
1205
1515
415
465
985
HTT16 4175
MAS 1005
HD2A * 2775
HD5A * 3705
HD6A * 4405
NP
LUS26 1165/1125 **
NP
HUS26 1550/3325 **
NP
HUS28 2000/3585 **
NP
MTS12 1000
MTS16 1000
MTS20 1000
HI0 990
NP
NP
NP
585
UPUFT CONNECTION CROSS-REFERENCE
FASTENERS
CONNECTOR
7 - 100 X 1 1/2"
12 - 100 X 1 1/2"
14 - 100 X 1 1/2"
16 - 100 X 1 1/2"
10 - 80 X 1 1/2"
8 - 80 X 1 1/2"
14 - 80 Xl 1/2"
18 - 16D X 3 1/2"
6 - 10D X 1 1/2"
(3) 5/S" OIA BOLTS
(3) 3/4" DIA BOLTS
(3) 7/8" DIA BOLTS
TA14
TA18
TA1S
HTA20
HCDP
HCDP
HD2X
HTT16
FAJ
TD2
TD5
TDX6
8 - 100 X 3"
THD26
20 - 160 X 3 1/2"
THD26
30 - 160 X 3 1/2"
THD28
14 - 100 X 1 1/2"
14 - 100 X 11/2"
14 - 100 X 11/2"
16-SDXl 1/2"
MlW12
MlW16
M1W20
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 PUBUSHEO
1/2" X 8" ANCHOR
\BOlTW/ 2" X 1/8" FLAT
WASHER (TYP)
@
32" j,
SCALE: N.T,S.
12
PRE ENGINEERED WD TRUSSES @ 24" O,C.
INSULATION BAFflE
BATT OR BLOWN INSULATION MIN. R-19
TRUSS ANCHOR (SEE PlAN)
FIBERGLASS SHINGLE
ROOFING FELT
APA RATED STRUCTURAL SHEATHING
MIN 7/16" FASTENED TO TRUSSES WI
SD COMMON WIRE NAILS @ 4" O/C
I~"~
y ~ ~ ~ 1 1 1 1 1 1 1 , ..... "'""""'-L
1/2" CD DRYWALL ~ ............. ! ru ~ """----- METAL DRIP EDGE
1/2" P.T. NAILER ~ / 1\ lJ............... ~ ~~~e~~hf O/C EDGES & S" OIC FIELD
1/2" DRYWALL ~ ~ ............... ~ CONT. VENTED ALUM SOFFIT
OJRTAIN NAILER ~ ~ 8" X S" X 16" K.O. UNTEL BLOCK
1 X 6 P.T. @ WINDOWS ~ ,~ Wll #5 DIA. REBAR &
1 X 6 P.T. @ S,G,D. O,H. ~ FILLED saUD WIGROUT
1 X 4 P.T. @ SIDE BUCKS PRECAST "U" UNTEL
""'l SEE ElEV.
~(SEE S/2A FOR UNTEL
IJ. ::.: FILL CELL -1 #5 DrA. REBAR W/ GROUT
? SIZE & REINFORCEMENT)
@ ALL LOCATIONS SHOWN ON
FOUNDATION & FLOOR PlANS
____ ALUM FRAMED WINDOW WI SCREEN
.... PRECAST CONC SILL
8" X 8" X 16" CONC. BLOCK
DECORATNE FINISH
~ FTG. DOWEL #5 DrA. REBAR
~ = ~ ABOVE SLAB. ALL LOCATIONS
'\ SHOWN ON FOUNDATION PlAN
"=' GRADE
/ TOP OF SLAB d'\
TREATED ~: .~. ~ 'P
CLEAN FILL - ~ t .,'
J
MARBLE STOOL
1 X 2 P.T FURRING
R-3 FOIL INSUL 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
SEE FNO. PlAN FOR
FOOTING SIZE AND
REINF.
~ TYP. WALL SECTION
( 7 'CONCRETE BLOCK
\;::./ REV. 9/03 TH 8
SCALE: 1/2" = 1'-0"
12"
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UPUFT
CAPACITY
1030
1520
1520
2005
495
495
1415
4290
1155
3435
4180
5235
LATERAL
CAPACITY
245
245
245
590
255
255
NP
NP
840
NP
NP
NP
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FASTENERS
7 - lOD X 1 1/2"
11 - 100 X 1 1/2"
11 - 100 X 1 1/2"
17 - 100 X 11/2"
a . so X 1 1/2"
8 . SO X 1 1/2"
10 - 100
(1) 5/S" OlA BOLT & IS-160
6 - 100 X 11/2"
3 - 5/8" DIA BOLTS
3 - 3/4" DlA BOLTS
3 - 7/8" DlA BOLTS
18-100/
12-10D X 1 1/2"
lS-16DX3 1/2"
12-100 X 11/2"
2S-16DX3 1/2"
IG-I00 X 1 1/2"
(14) 100 X 1 1/2"
(14) 100 X 11/2"
(14) 100 X 11/2"
16-100X11/2"
NOTE:
CONNECTOR CAPAOTlES
ARE FOR SYP. PLEASE
REFER TO MANUFACTURERS
FOR ADDITIONAL
INFORMATION,
UJUJUJ
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~~~
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1533/2553**
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PROVIDE BLOCKING AT
BEARING TYP. SEE
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~ SEE PlAN
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.~ ~ 2 - 2"X4" TOP PLATE
~CONST.GRAOESPF
SPUCE MIN. OF 24" APART
SIMPSON SP 2 W/6-100 TO
STUD & TO TOP PLATE
2"X4" SPF SllJOS @ 16" O,C.
W/SIMPSON SP 1& 2
EACH STUD
SIMPSON SP 1 W/G-I00 TO
STUD & 4-100 TO BASE PlATE
2500 PSI CONC.
W/2 #5 DlA. RODS
MIN. LA.P 25" (AO 31S)
SEE FOUNDATION PlAN
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f 14A.1 , W/UPUFT @ 3,5" STEP-ooWM
\;::./ REV. 3-3-04 AS SCALE: N.T,S,
UPUFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
1 (EACH CONNECTOR) EACH SllJO - 535 LBS, PER STUD
1030
1030
1030
1030
95
95
95
645
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SIMPSON TITEN HD THREADED
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USP LST A30
W/8-10D X 11/2" TO BEAM
& TO COLUMN
~
(1) USP LSTA24 W/7-10D
TO BEAM & 7-100 TO COl.
SUPPORT COLUMN
BUILT-UP (3)2X4'S OR 4X4
(1) USP HETA20
W/ll-I0D X 11/2" TO COl.
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL
REV. 8/14/03 TH
THIS DETAIL REQUIRED ONLY WHEN & WHERE
SPECIFICALLY INDICATED BY THIS SYMBOL
UPLIFT CAP. 1010# (LSTA24) 1302# (HETA 20)
SCALE: N.T.S.
6
USP HETA20
W/7-16D TO COLUMN
NOTE:
BOTTOM STRAPS MUST BE
INSTALLED ON INSIDE OF
COLUMN. DO NOT BEND
STRAPS UNDER PLATE.
PLACE STRAPS IN FILL
CELLS W / # 5 REBAR
SEE FLOOR PLAN
FOR BEAM SPEC.
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PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE SCHEDULE)
DOUBLE 2"X4" TOP PLATE
2"X4" STUDS @ 16" OIC
NON BRG KNEEWALL
BUILT-UP COLUMN
MIN. 2-2X4 UNDER EA.
END OF BEAM.
X 4 P.T. PLATE
USP SPT24 @ EA. STUD
APA RATED STRUCTURAL SHEATHING
MIN 7/16" FASTENED TO TRUSSES W/
8D COMMON WIRE NAILS @ 4" OIC
BOUNDARIES 6" O/C EDGES & 8" O/C FIELD
USP SPT22 @ EA. STUD
2"X P.T. PLATE
1/2" X 8" "J" BOLT @ 24" O/C MAX
8"X8"X16" K.O. BLOCK WI 1 #5 CONT.
AND FILLED W I GROUT
1 #5 VERT. IN CONe. FILLED CELL
WI STD. 90 HOOK IN K.O. BLOCK
2"X4" BLOCKING
MAIN SPAN ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
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RAISED ENTRY COLUMN TO BEAM
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REV. 8/14/03 TH
UPLIFT CAP. @ EA. BEAM .
1025# (LSTA 30) 1302# (HTA 20)
SCALE: N.T,S.
KNEE WALL ABV. MASONRY WALL DETAIL
SCALE: N.T.S.
6
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STRUCTURAL NOTES
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6.6 5/8" X 7" EXPANSION BOLT OR 1/2" X 8" A.B. BOLT MAY BE USED INTERCHANGABL Y
6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 11/4" LONG MASONRY SCREW FOR EVER
(2) -10D NAILS
6.8 USP TA51 EMBEDED STRAPS MAY BE REPLACED USING USP KST248 STRAPS WITH 20-12D NAILS THRU
SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 1 1/4" LONG MASONRY SCREWS.
6) WOOD:
6.1 WOOD STRUCTURAL FRAMING MEMBERS:
WALL STUDS
TOP & BOTTOM PLATE
BOTTOM PLATE IN CONTACT WITH MASONRY
I JOIST SQUASH BLOCK I
TRUSS BRACING & BLOCKING
FURRING & B.U.e. STRIP
-SPF STUD
-SPF STD & BTC
-#3 SYP PT
-SPF STUD
-SPF STUD
-#3 SYP PT
(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (FB)
PER NDS-2oo1 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI
6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR
LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST
EDITION AND QST-LATEST EDITION.
6,3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.
6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MINIMUM SHINGLES OR TILE
6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY, SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
STRUCTURAL NOTES
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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 LlVING AREAS. 30 PSF LlVE LOAD, 17 PSF (7 PSF T/C & 10 PSF B/C) 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
..~:t
BtJILDL"\G CODE em1J>LIA.."'CE OFFICE (BeeO)
PRODUCT CONTROL DiViSION
ML\..'tI-DADE COUNTY, FLORIDA
METRO.DADB FLAGLERl)t1LD1NG
140 ";EST FLAGLER STREET, SUITE 1603
WAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANC~ (NOA)
CertalnTeed Corporation
1400 Union Meeting Road
Blue Bell, PA 19422
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use ofcons1ruction materials.
Ibe docun1entation submitted has been reviewed by Miami.Dade County Product Control Division and accepted
by the Board of Rcles and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
tbe Authority Having Jurisdiction (AlII).
'Ibis NOA shall not be valid after the e}\piration date stated below. 'Ibe Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AlU (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perfonn in the accepted manner, the manufacturer will incur the e}lpens~ of ~u~h tes~n~ ~d. t~e AlU may
immediately revoke, modify, or suspend the use of such product or matenal \\1thin thelI Junsdlchon. BORA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
lbis product is approved as described herein. and has been designed to comply with the High Velocity Hurricane
Zone of the florida Building Code.
DESCRlPIIO.N: Landmark 30 (and-AR) (and WideTrack QB), Landmark 40 (and-AR) (and WideTrack
QB) and Landmark 50 (and-AR) (and WldeTrack QB)
LABELING: Each Mit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami.Dade County Product Control Approved", unless othenvise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change ill the-1lpplica.ble building code negatively affec1ing the performance of this product.
'fERMll~ATION 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 s~les, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section oflhis NOA shall be cause for termination and removal of NO A.
ADVERTISEMENT: The NOA number prttedcd 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.
I.NSPECTION: A copy of this entire NOA shan be provided to the user by the manufacturer or its distributors
and shall be available for inspection at 1he job site at the request of the Building Official.
This NOA consists of pages 1 through 4.
'The submitted documentation was reviewed by Frank Zuloaga, RRC
I
NOA No.: 02-1219.03
E:Jpiration Date: 02/28101
.\pproval Datt: ()3/27/03
Page 1 of4
6. tABELL~G
6.1 Shingles shall be labeled with the Miami.Dade Logo or the \vording ":Miami-Dade County
Product Control Approved".
7. BUlLDL~G PE~UT REQUIRE.\lENfS
7.1 Application for building pemnt shall be accompanied by copies of the following:
7.1.1 This Notice of Acceptance.
7.1.2 Any other documents required by the Building Official or the applicable code in
order to properly evaluate the installation ofthis system.
DETAIL A
Rake
Edge 1-55/81
CERTAlNTEED LANDMARK 30. 40,50
All dimensions shawn are in inches
"55/8-,
~~-~
- I
~ ~
/ 111/4 1--
161/4 1
f-.o- 5 5/81
Y"l1~~
-- -
-
~
271/2-
.-
- 5 5/8'"
I
. 5 5/8,...,
I _J
33 1/8
lli+
Starter
Full
Shingle
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KOA No.: 02-1219.03
Elpiratfon Date: 02l28J07
Approyal Date: 03/27/03
Page 3 of 4
ROOFl~G ASSEMBL y ApPROVAL
FILLED CELL W/
#5 VERTICAL
Cate2or:v:
Sub-Cattl!orv:
:\laterfals
Deck T"pe:
Roofing
07310 Asphalt Shingles
Dimensional
Wood
CONT. WOOD TRIM
(5) 1/2" DIA. x 8"
")" BOLTS
'-
(.~
..1.
.~ r
1. SCOPE
111is revises Cer(ainTeed Landmark 30 and AR (and WldeTrack QB), CertainTeed Landmark 40
and An (and WideTrack QB), CertainTeed Landmark SO and AR (and WldeTrack QB) Shingles
as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Acceptance.
2. PRODUcr DESCRIPTION
Product Dimension,
I ~_
7f
'11""
l
L
2"x6" P.T. WOOD JAM
DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER
TYP. GARAG E DOOR
Test
Specifications
Product Description
Cetiainteed Landmark 30 and 13W' x 38 :W'
AR (and WideTrack QB)
Certainteed Landmark 40 and 13Yt" x. 38 Y'"
AR (and WideTrack QB)
Certain teed Landmark 50 and 13'/." x 38 W'
AR (and WideTrack QB)
Accessory Shingles various
PA 110 A heavy weight, 247Jblsq, dimensional
asphalt shingle.
PA 110 A heavy weight, 2641b/sq, dimensional
asphalt shingle.
PA 110 A heavy weight, 2961b/sq, dimensional
asphalt shingle.
proprietary Accessory shingles for hip, ridge and
starter strip applications.
TRACK MOUNTING DETAIL
-
1/2" X 8" A,B.
W/2" WASHERS
SET IN TYP.
FILLED CELL
MIN. 5 PER
JAMB.
........rn
C~
@-
@-
rn
.
o
~
~
L SECTIONAL
OVERHEAD
DOOR
P.T. #?
SYP 2" X 6.
@-
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/
lrn
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T"1
GARAGE SLAB
:r
T"1
.
co
J 5
, 8-8
, SECT. OVERHEAD GAR. DOOR INSTALL
J SCALE: N.T.S.
3. EVlDE.NCE SUBMITIED:
Test Al!.enc~
Underwriters Laboratories, Inc.
PRI &-phalt Technologies, Inc.
Test Identifler
Test Namt'JReport
Date
UL 790
PA 100
04/02101
01/12/01
11/12/02
R684
PCIC-O 1-02-0 1
CTC-006-02-0 1
94NK9632
02NK42448
11/30/00
11/08/02
Unden\'riters Laboratories, Inc.
Wind uplift resistance PA 107
4. LL'HTATIONS
4.1 Fire classification is not part of this acceptance; refer to a current Approyed Roofing
Materials Directory for flIe ratings of this product.
4.2 Shall not be installed on roof mean heights in excess of 33 ft.
5. INSTALLATION
5.1 Shingles shall be installed in compliance \vith Roofmg Application Standard RAS 115.
5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115
5.3 'Ibe manufacturer shall pro...ide clearly written application ins1ructions.
5.4 E)l.posure and course layout shall be in compliance with Detail 'A', attached.
5.S Nailing shall be in compliance with Detail 'B', attached.
FIGURE I: FLAel-flNG INeTALLATION
8
KOA No.: 02-1219.03
Elpiratfon Date: 02128107
Approval Date: 03/17/03
Page 2 or 4
..'" -~'''' -~
!I!ti
~AL' toEALANr,
EX'END HI'"', Of' b'
CJielCe 0= FLAe+-li~
I !i
r!r~~
\;~
DI.ERr'ER / "'~
~...INu ..--/'
""'/1, ...
DE'LULB
-- 38 3/4"
.
12"-
14 3/4"
~E
12.--....
-... - 1"
1--
:1
131(48
~IAJ
~
-r~
61/8
L
.,.......~
"
r
"I
5 5/8"
Exposure
I
~
LANDMARK 30. 40. 50 (AND AR)
I ... 38 3/4" -t
W"/ //// /U/ /77/ ////~e!"a;e.TaF/ // /// / // / // /// /7} -,
Nanlng area for 'ow ancI standard" slop", (from 3 5:12 10 2112) I
Nil. b<>tv.een upper & kw"" l1ilil onas. t
~ ~" IT---~L 14314" . 12" '"_;:& _ 131/4"
~~~l7NG......{ ~ 1 -r jTIit lfiJf
AREA ':7.=....... I \ 7 1/2"
5~ ~
Exposure
I I
LANDMARK 30, 40, 50 (AND AR). WIDETRACK QB
(Low and Standard Slope)
FIGURE 2: WALL FINle~
1 .. -- 38 3/4" -t
// / /7// / / / / / / // / / / / /L~~a:.e}.~/ / / / /// / / / / / / / / / //, t
Nalllrog area for ".loop" .I()pe. (weal", Ulan 21,12) I
Nal bet....,.... botrom 2 naD ijne.. 1 3 1/4"
14314" -----1. 12"-.....
/"' 1" '-1 i--
f
61/8"
t
12"- I
-- i--,"
/\
~
I
5 518"
Exposure
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, " I'
" ~ \ 1'- \
\ /.\ t,',~.
\
LANDMARK 30, 40, 50 (AND AR) - WIDETRACK QB
(Steep Slope)
,. .' ~.
-' ~ . ,,~ ~ '
,\ ,t ,t ,
. ~ . f "
END OF TillS ACCEPTA.l'XCE
~
U
~OA NI).: 02-1219.03
E3'piration Date: 02128/07
Approval Date: 03/27/03
Page 4 of4
OVERHEAD
SECTIONAL
DOOR TRACK
WI 3/8" X 11/2"
StEEL LAG
BOLT WI
WASHER. MIN.
6 PER TRACK
TO JAMB.
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PRECAST -
LINTEL
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L FASTEN PT 2X NAILER TO MASONRY
W/3/16" X 3" TAPCONS 6" FROM
ENDS AND 16. O.C MAX. FASTENING
TO WINDOW TO BUCK RESPONSIBILITY
OF WINDOW MANUFACTURER.
-
(6' 2X BUCK DETAIL
~ SCALE: N.T,S.
--
........-
AeP:...AL T eEA!..A~"';
EX"EHO MN. b' A&?yE
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FIGU~E 3~ CO~NER DETAIL
FLA5~ING INeT ALLA TION
UJ~ERE ROOf: MEET;' VERTICAL WALL
"KlQf C~ET:
WN: 1,'2 &.UP!
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I :;:~ FLASHING DETAilS
H
)-
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----
NOTE THIS DETAIL IS REOUIRED
AT ALL VERTICAL WALL INTERSECTIONS
WITH ROOF VALLEYS & ROOF CRICKETS.
FLASHING DETAIL AT CRICKET/KNEEWALL I_~TERSECTION
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LAST PLOT DATE
Mar. 22. 05
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M.AS'fER SHINGLE APPLICATOR'S MANUAL
#
..........
LOW ANO STANDARD SLOPE
ENGLISH DIMENSIONS
LAMINATED SHINGLES
WLR OBjEClllJ:::
To Ieam /be correct procedure for ;nstalTlng
Laminated sbingles,
LANDMARK' SERIES, WOODSUPE1> SERIES,
LANDMARK~ 40 IR AND LANDMARK'" Tl
These shlDgles are built on a fiber glass base to pl'Olide a Class A
fire resi~lance rating. Wind warranties are graduated according
to the product's warrant)' duratlon: A 30-y'ear shingle pro\'ldes a 70 wph
wind wamully, a 4O-year providl.'S 80 mph, a 50-year provides 90 IIlph
and a limit('u-lifl,time duration is warranted up to 110 mph.
I\OTE: 11le wind warrant}' increases wbeo fa:;tmed witb sL~ nails in
the COOllllon bond area im;tead of with four as (oUows (See F~t;ure 15. f)'
. 30-year increases to 80 MPlI
. 4O-YI'ar inct'('ase~ to 90 MPII
. ,O-year inereases to II () M PH
(Roofing cement is not required, un'pt on stcep slopes.)
* Woodscape and !.andmark sWngles have the ins1aUer.friendly
Widefral'k QB" feature, wbkh pro\ides 11;2" wide nailing area and
specially formuhtled Quadra-BDnd laminating adb;:sive ('ict' FfKlire 15.3),
* Laadmark 10 [R - the [R stands for lmpal.1 resistant - Is specially
manufactured ~'ith a reinforced lib€rglass scrim to ruN,'! 11 1218
Class 4 impact re,istance rating and it is also algae resistant.
:\O'J'E: Landmark 40 lR must he installed OI'tr :l clean deck (no
roo(-O\'l'r~) lu obtain tbe lUll8 rating, It is strongly n'coTUml'lltkd
that impact resistant rap ~hingJrs made from Xl jO IR shingles be
installed on all hips and ridges, Some insurance carriers may not
considtr the roof S)',tem as compli;wt to 11 2218 Cla.,s 4 without
impaet resbtallt nip ,Ilulgle,
Landmark TJ, is unique !x~:ause it, pattllt('d Tri.l.aminateW
design combincs three laye!; o( matniaJ to pnJ\ide a dramalkally
tbi (k sWngle with a wood shake style.
With tbe exception of Landmark l'L, dosed-l:ut \'alJl'YS are preferred
by CntainJeed I'btD applying tbese shinglcs, Opcn \'allt~}.s are
recommendcd "ben applying Landmark U; however dosed-cllt
l'alll:'S are also a('c('ptable, WOI'tIl valleys are not rc'commended for
Landmark TL because tbe u.t,L'lffiinated shingle can buckle and
become damaged" ben shaped into the valley, ~ails are requ Ired a.~
fa.,tL11Ct'S (or Landmark Tt, slaplc:l are nol al1olVcd.
SH1\D.\RD OR STIEP SLOPE l:\DERL\UIE:'iT: Shingle
underlaylt1ent. mttting~SlM D4R69 Tn"lC 1 standards is suggNcd,
CertainTeed's Roo(l'rs' Sdeet'", ShingleFdt'~ or RoofWrap" is
prcferred,
LOW SLOPIlLJ:\DlRL\UUXr. One layer of '\I;'lnlerCuard- or its
equivalent., or two lay\:1'S of 36' (91; nun) \\ide (tit ,hingle underlay-
ment lapped 19" CiSS mm) ml1~t be applied owr the entire roof,
IMPORT.".l~'1~ '\I;111'n installing LandMark n on low ~lopes, oue layer
of ,<<'inlerGuard or an equivalent waterproofing shingle und<'t'layment
158
:......;..--...
IYgrlre 1 ;.]0, 'Ffc'('.Course /J1<,RUIld,IfNbod" i,/,I'falla/lml sC&.'II'/<I!ic
- ,..-
fi
Ii
i
,,\ -
For capping hip and ridge. apply CeriainTeed
, Accessorv" sh ngles of a like co'or
/
~~" -'\
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~~-
-~~~~-- -
./ -,
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~/\\
~~]
"~~-.'--1 l \; "
ill -~~ '\ '
'1-->''-, ' Air FlOW'"
'- T:irough : : .
Soffit .
. ...-:
Provide adequate '\ ", ..,: :' .
ventilation urder ~~~T'
the roof deck to '\ \" \\U.,
prevent harmful \~~\
condensation in '
~!inter ar.j heat \ '
build-up In ~ ~
sumrrec Il ~
'~.
I II
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FASHNING
~
.........-
S:"lgle
TILC~~
1-1" (25 rim)
STEEP SLOPE
.........
1 ST un RSE: Apply a filii shingle at the lo\\'<:r l<:n C01ll(;r of the
roof, ~lake the lower edge and left edge tie flush widl the edges of tbe
starter (1)ur~~ (Ffgure 15-fl) ,
>>,,'t' ~~~~~
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Figllre 15.8: ,Wx,rillg tbe fir,1 5 CfJlll:ifS 1111 a slandard slo{>!!.
ONE ClEAN-DECK APPLICATION METHOD
FOR ENGLISH DIMENSION SHINGLES
lse six nails and four ~polS of asphalt roofin~ cement for every full
laminat~d shingle, See below. Asphalt roofing cemenl should W{'Ct
...SHI D4586 TYVe [1. Apply I' ~;pots of a~pha[l rcx.)fUlg cI'l1lentllnder
each cornN and at about 12' to 13" in from each edge,
---
FIVHOURSE DIAGONAL METHOD
(.SEVENS AND FOURTEENS")
PRIP.\Rl:\'G lIiE DECK:
. Apply underIayment as required, ~l~aiJJTeed sugge~ts that a
layer of shingle underlaY111ent be applied. For lit fire rating,
undcrlayment is generally required, Apply flat and uUIITinkled.
. Snap horizoutal and velllcal cba1klines to a~sure shingles will
he correctly aligned. E).pose all shingles ;' (J 2; 111111),
12" 12" 12"
1-(305 rprrI)-" -- (305 nrr)-'" -(305 rrHn)-"'1
Proper
Nailin~
Over.
Dri'/er
W1 ~ ~~ ~
Crocked U1der-
Dr'.o,1
Illll,t be applitd over the ttltlre mol. Applying two layers or (tit
shingle undcrlaymcnt is not an acct'ptable a.It<:rnathe to
Wintert;uacd. One layer of sbingle underltyUleat meeting ,\SUf D l&;q
applied ()\e! the required \~1nterGuard i~ also rffommend(>u,
tigure /5-]: Fro{Jt'T ilnd imt'I~I/Jt'f nailfllg.
L\IPORI,t"T: for ded\S 3/i" (19 rum) thick or thicker, naiLs mlls! go
at least ~N (19 mm) into the deck. On tWoner decl\.-, nails must go
atleaSI 1/8" OJ nun) through the deck.
\aits must be II. or 12-gauge roofing nail", corrosion resistant.
with at II'aStliS' (9,; mm) heau.." and;tl II'ast ]" (2; mm) long.
I.and~lark n requires nails at I east IV4" long
LOOT
I : I
II 'I I
i STEEP !
Slooe Applical 01
i I (o.....~ 21;12) I
~ 1 j' j
! I' ,
, ,
,
V
",60f(21:12)
--
STANDARD
'- $10:)<> ~.r~!'OIIJn
""~"2 JD ~o 21; IZ)
\ ",fB~r(4i'2)
\ low SI(Joe A;lplicaJ:or ;telc'l ~(12)
lOW- ,,:,95T(2/12)
...-""'-IiIiId------ 100 "..01 Apply Shingles
~ BelowZi1Z Slope
",01'10,1:2)
--~:----
-~\~----
* WldeTmk QB
*
Nail Area for
Low & Standard
StOpllS
r
11;2"
N31able r
I\rea
Figure 15-1: Slofie definitioll.l.
\ I Nail Area 'or
Steap Slopes
mE ROOF DECK~ ~n:Sf BE\T LEAST: 3;g' (9,5 rum) tbick
plywood, or '/16' (11 mm) tbick nonleneH, or nominal I' (ZS
rum) dtiek wood deck.
COW \UHIHf.R UL\HIES (AlL SLOPES): ,~ppJying \l'inlerGuafll
or its equivalent- is strongly I'ffommended where\'Cr there L" a
possibility of ice huiJd-up,
H,.-\SIII:\G: C'JlTosion-resistant l1ashing must be used to btlp prcwnt
leaks where a roof meNs a wall, anothor roof, a chimney or oth(.r
obj('(:ts that p,'ndraw a roof.
SE.ill1\G: Sbingle S<'aling may be delayed u sWngles are appUed
in cool weath<:r and may be further delayed by airhorne dust
au:umulation. If any shingles have not sealed aJkr a n'asonablc
time period. hand scaling may be nffe,sary,
C,,(nos: To prevent cracf.:.[ng, sbingles must be suflJdently warm
to allow proper forming for hips, ridges and valleys.
\URR.\:'IiT\': l'heloC shingks are warranll'd agaimt manuFactuling
dc!ects and co\'cred by live ycars of SureSllU1 protectiou, except
Lanu..\lark n which provides ten years of SmeSta11 and includes
coverage for tear-off and t1lsposal costs See tbe warranty itself for
specific d<:tails and limitations,
FRONT
Release Tape
~~~
. / -\
~--> . .,' ..::;~~~;::;,
,:;J'f';~;~;;"\'" '\ \
.. .p' '::;::"'~-;''''\ I ~ .~~___ ..
..,."., \. _~~ _~'i,..--- ~~".
\".~_\--- Nailing Lines
1-1" (25 mm)
LANDMARK n
lNGUSH DIMENSIONS
1" (25I1'n)- ---I -
1_13'/2" -~-9"-...'-131/2" -..;
I 1345'1'111) I (230 rnn) 1.345 :nm) .
i-10112'-""1 I' 1-1Q!12'--
I (265 nn) ; I (265 nm)
1" i Sealant I I l'
---I-(25mm)' ; J I 1(25mT)-~-
~ - - - - :- - -+ -l - - -
1"-"'~ " ~ ~I ~1'
(25 ml1l l=_~_=_~__~Roo_'!ngcement____.__u_ (2511m)
. ~~~"
~<:>~"
METRIC DIMENSIONS
~
<J'~~"'\
, \'0'-' ________
1: .~ '-"? 0
r;:>>\'V \ _ ,
~ ..::--\
~~
'\
2~D TIlROlGII 5111 COlRSES:
C.\lTIO:'oi1 Failure to follow instruction stI'ps i.5 below I\ill bring
joints too close together and may cause unattracti\e pall('t'tls!
-13'/2" -"'_11~/4"_"'___131/2"-~
(345. mm) (.29911111) (345 mm)
....10112'-...1 1..-101/2"-
(265 mm) 1 1265I11T')
1 I I Sealal~ I I 1"
---1-(2511111)1 I J I 1(25mm)-~-
1-':~~~ -~~--fu
(25 nm) l- - - -
! Roofing Cement
<$:0."''1>'
~",\\'l>'\
~'\\"
,*\:;\'l>\",,,,
\)\ I\' \.~
s:
'?-.'l>'>.'" r. .........--~j
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~"..... :\,':l0~\"~<:.\",,./~~
\)\'; ~ . 'l."!,' ~'l><\~}"~-~""'/ ~ ---- \.tl~~
t.>" ~ W<;\~'!!'-
A. ..,.:f ~~ ory..~
I X'"~_""~ ~/ \~ \.~t .J$.j> ,,,>
\, '. ~ <:)...~~~ t\\<:) \ ,,<:>
1\ \' .,,~~? .,"'~\ ""~\\
I \ \ ""'!.~' :t'\''\ ,b;'\'\'l.'
\ I' "'<,~<\ '""~ '\~',<:i~"" ",,,1:>.
",.1" ~~., 'l>v <:>\"'" f1> \'>
<)> "",,!;.. I::,\'~ '<f:!;
-1"
(25 rlrf)
I, Cut ~" off tile left end of Ul(' first shingle and save dlis pil'(:e fur lattr
u~. Apply the 29" long pic'(:c over and ahuve the first.eouT'ie shingle.
leave the bottom,' tab portion uf the fiI>1-CoUrse shingle e~posed
(figure 15-8)
2, Cut ii' off the fir~1 shingle of the third cOlll-se and gave this for later,
IllslaIl the 22" long piece over and allove tile second-cour~e shiJJgJe
3. Apply the pl'el'iously remOl'ed H" long piece owr and abole the
tllird-coul'se ,hingle,
4. Apply the pl'l,~jously rCmO\'l>U i" loug pi1'ce from the s<.'{ond
course over and above the fOll1~hcourse shJngle,
;, Install a full shingle against tbe rigllt edge of earh shingle in
coutSl.'<; one through five.
CO'fll:\U:\G l P TIlE ROOF:
I BegifUling again \1'ith a full shingle, rep"at the fil'e-{Qurse patl1'm
lip the left rake (figure 15.10 - see B 011 Page 14 i) ,
2. Fill-in courSfS aWlss the roof In a Sh'PIWd diagona.l fashion using
full sblngks (Figure 15-10 - s('(' ,1 rind B 011 rage 1 Ii), Do not
run CO\ll'Se~ straight across,
IMl'OI{B.~T: Do not allgn joints of shinpJes clo~('r Ulan 3 lA' (rom
one ,mother,
1"{25rnrrll-"'j -
* WideTra(k Q8
-13. '/2" - ..'-11'/f- -- -..--13'/2" - ~
(345 'nl1) (299 nn) (345 ml1)
-10'12-""1 1_10112"-
(265 mm) 1 I (265 mm)
-... '--1 ;25Inm)' J t1 (25 nm) "" -
1 I I I Reh,,,se Tape I I . I
Nai1 !lIea
rOf St~3Pl.~ rwl ~
1 -00- 1- F/.:81 ~
(25 mm) .f - - - - "
: · RoofingCement._____~_
I_ 36'(315mT) _I,
Fui I Lenott I
[ Sta1erShl1gle J~omrr)
~-------------: t
r 'r -, -
IRe 11 0 V 1':' the s e p:1 0 r tic n s :
~_____J______J______.
13'/2' 13" 131/2'
1- (343 llm)-... -- (330 l1m)- ...' -(343 rr1ln)-"'1
Figure 15-6. Sfandard ,.lol>!! lttuferlapntm and slarn:r driP edge rfl'lails.
STARna COl'RSE:
I. l'se CertainTc<>u Starter (prc-\'ull 0" x 36' ), or use stand,lrd tlu'cc-
tab self.seallng sbln~es \l'ith the lower 5" tab portions remo\'ed to
pro\ide starkr shinglcs that are 7" in height (l'igllre 15-7),
~ ~ ~] f%
--------\
-------
\~~-/--:=;;J<
.... ..s.~....
-- ... ,.::;........
--:.~:"...........$ ...r~ealant Strips
fa
-1"
(25 rim)
BACK
figure 15.{ l'sl> fOllY Milsfor l'nryfull sblnr;!e.
UNDERSIDE
OFTOP
LAMINATE
LAYER
Quad~r_Bond
~t
~ S S .~~
four laminating adhesive strips for a stronger bond.
'"
~1!!Ji9~
~ I~" .~~
~ !IS.....
:s: ::c~ ~a
oJ
600'78l-8777 oJ
600-947-0057 "
800-345-1145 "
FfRure 1 ;.3: IHd('l'rrrck Q1rle(l/ures a u'id.-'f nail area rllld
(!Xlta.I!ru/l1< QUlldra.l.Jond cotlslrud,o{/ .
For technical Questions, In(ormation on acceptable
a/ternalin application methods and malerials,
or a copy of tbe product warranty. contact tbe
sources listed below:
Your supplier or roofirQ applicator
CertainTeed Home Institute
CertainTeed Fax-on-Demand
CertainTeed-RPG Technical Services
I
./
I I
Ch(lfiter 15 C B R r \I N FE II Il S H I N G lli \ P P 1I C H 0 R' S :\i\ N (].\l
--....--....
.z...;, - , ----
-.-:-:~--.-..: -~-'--;.~.- .~~~~-
-- - - _ - r - -/7':
I
I
I
I
I
I
-I
I
I
1ST COt RSE: Apply a full sWngle at the lower Il'ft corner o( tbe
rcx.lf. Make the lowt>r edge and left edge Ue flush with the edges of tile
sta.t~l'r COUN' (Ft;l!,ltrr3 15.12).
_ .:.&::''''.,
\~ 0<-"\ \\ . "..-
\.'. ,-",,,,~,'.'\'"'' \ .
~\ \~ -
_--~ \ ~~;i.:,'t\~ '\ C" .
>\.t~ \~'. . o' .$""" '\. _ " (; , . \
-pit '", - . ""~ '''''\ '.r-
'-~ \~. _.-,- '" .:\'\"$>~ . \ '\
\, , - . ."""~ ,-",,1:.'0,>$1 '\
\,,>, '"-S'S-. '\J 'J:'i"~$. ~*' \
~~' \ ~ ,~'~:~:.,~~:"c~~'~~~~::~~~~,~~_
\----- ~$\.~.., .. ,;..' /-d~/
\.l""rur'(~'''~.. ~~---
l~',~,(V'~~~ '" "!:..,p.~,../
\:~?'. 9 _ ~:::::./
,"""~\"<f>"\ '\'-1'--. /
~~"'1.~ -..::~~ ,~. ~r~}", \...." \ \ \. ~
~,?-'" \11, \
l'Ig/IJ'e 15.12, Applylllg tl)<' first 5 courst'S ol,Yctrfc dlmenslOJt
Sofe; 11Jl' [andNftF4 lL dimensiof{s di/Ter (s.:e ;'1.llmdlous fx:{OIt'.)
.........
(HIMNEY flASHING
............
.'
Metal Sfep Ffashfng
~-
2"(50 n1ln) -L .,' ',:',,;',:',:': 7 "
M:nimllm :" %0 rom)
.. 1- -1 Minil1l'Jlp'
3'(75 mm)
lAinimum
'(";
........-=
--:;:.-,,...
I _-:_-:-
I
Figure 15.13: SliP flasbfilg mlllimum dimensiolls.
'.
~
I
I
oC-: I
*:\OlE: l:~e 7~/l\' or more for ~lcllic dimension and
!.andMark TL sbin~es
J
I
Fold down 't~
counter I!as'lr.~ ~
over slep flasrlng /
-~---t-f/
- -- ___-==- ,:,' l r" -L
-- -,~ -- " Jjl
--= 'C.:' ,'; / f.fOt1lfll)
J{ " , :7 ~ -~ fllM/'Z'vlI1
If, .; "'"'--..
C ( .--
Gunter I /- -
f I / / "".
ash ng I 1._ I
I -
/ ~"''''
I /-7
--_--::.=-:-..___ I /
A,L)r{J'~/zo~:;:-w- ---_
- """/"~ -
----- 7 . z;,
-- -
---
- Fa~'en
Flashing
To RODI
2'D lHROl:(j1l 5111 COlRSES:
CAlTIO:'oil Failure 10 follow instruction slt'PS 1-5 below will bring
1(llnts too close togl'ther and ma.y cause unattractive patt(.rnsl
I. Cut 5;/8" otI Ule left cnd of the f1rs1 shingle and save this piece (or
lal<:r use, ,~ppl} the ,HI/S" (341/8' for Lamlmark ll) long pil~:r ol'\:r
,md aoove the first cow'se shingle. Leave th~ bottom 5 >;g" tab portion
of dle first -course shingle exposc'<l (Figure 15.12).
2. CUl I I !;f' off tbe flrst sWngle of the third COllrse aud save this for
laler. Install the 271;'1- (28'/;' for L;mc1mark n,) 101lg piece O\t'r
and ahOle the second.coun,e shinglc,
3. Apply ~le preliously remol'(;d 111/1" long piece OI'cr and above UIe
third-course shingle.
4. Apply tbe previously removed 5 ;/~" long piece frol1llhe second
course over and above the four~l.course sbingle,
5, lustall a full shingle agalnst the ri~tl edge of each shingle in
coursc:l one ~lrough Itl'e,
CO:'lflM:I\G tp IHE ROOf:
I, BI'ginning again witb a full shingle, repeat the fil'e-couT'ie pattern
lip the left rake,
2, Fill. in courses across the roof in a ,It'pped diagonal fashion usin~
full shingles. Do not run c(JU1'Ses straight across,
l\tPORHXf: Do not align joints of ~blngles closer than 31/1' from
one another,
"""
------
\
---c-~ """T.J.- --
~----.::': --J
~-l'l'L ~
'- 1- .7;g;.
~'_ ----:;;~_-- t?f~mz.~
T"/ - - - Hfll.:;,
.. _ ~.C ~ / ~: / /-<--
. I/~/ ~
ffg'.Ii'e 15./4. Ffasbiug arormd a chlmnry,
F(l!,ure 15.11: H(~h{~l!ht of clost'd-{ut ml!t:r details.
III
ClX,/'l/'rI5 CRRHI\TERD SHINGlR\PPI.ICHOR'S 'BNll.\L
lH
thOI'M]'; CERT\lNTEED SHINGLE HPLlCHOR'~ 'U:HH
LANDMARK Tl
'.--- 15" -... ----10'-......-- 15" - ~
:." (381 nm) (254 ml1) (381 mm)
- 12" -1 '- 12" -
. 1,305 ml11) i I' (305 mm)
1" I I I 1"
-.. l-t25mm)I I ! 1(25m!TI)-~-'--
I I lit I
1251~~}:~ ;",~"m'~ _~12:51;"1
Figure 15-7: Make starter sbingles b)'/,{,inodl1g the kllrer 5' tabs,
2, FDT the first S!:irter, rut 7" frum ont' ,ide of lhe starter ~hinglfs,
3, .-'.pply the 29' piere to the 101l'l'T left COl1wr of the roof, Make sore
thtre is t/l" overhangin~ the rakes and eal'es if drip edge is bein!\
used. [f you are not using wip edge, make the ovtrhang 3;4",
4. Use run 36' long, 7" wide sta/ier ,hL~gles fOT the rest of Ihe cOllrse.
Figure 15-5: (:,e sf:t naiL, andlour spots Iff
asfibaU roofing cement on .'I('efi s"~'!es.
CUnON: Excessive me o( roofUlg cement call cause shingks to blister,
139
tiO
Cbapli>ri5 CERHI'lTBED SHI\GLE\PPLICHOR'S ~I\NUL
Cha{Jfer15 CERT,-\lNTI!BD SHINGLE HPLICHOR'S .\l.HU.H
..........
2:\0 IHROl (;If 5111 COt. RSliS:
CAUTlO"l Failure to follow instruction ~h'ps 1-5 below wiU bring
joints too close togetht'r and may cause unat1raclile pauems!
There are 14 three-piece units in each Shadow Ridge bundlf,
providing n individual caps that will cOI'er 30 Unear feet (33.v~
Unear fe(.t, ~lctric) of a hip or tidge. Each English dinwm,Jon Glp
piC'{(' is 12' DY 12' (.\IC'lrlc caps are U\;4" by <)".n and fe;lfures
clipped corners on tile bottom edge uf Ule exposed porti{JIl.
~Ol'E: Earh Glp has a ta~'inglalignI1H'lIt notch at the lop l'dgl" to
center the piece on tile ridge line, and two notches 011 each side
to imUcale the com'rt l:-\pOSllre and shadow-line placement
(f(l;lIre 15,19), The side notches of the cap b('in.~ appliod should
be align(>u \I itll the top edge of till' pt'e\iously app1i,'d cap.
ONE ROOF.OVER METHOD FOR
ENGLISH DIMENSION SHINGLES
...........
PREPARING THE ROOf
SURFACE FOR REROOFING
I. Cut 7" off the \toft end of the tlrst shingle and ,aYe this piec~ for
later lise, .\pply the 29' long piffe over and above the firstcoul'se
shingle. For tWs and all succeeding courst'S. align the lOp edge
o( the shingle to be applied witlt the bottolll edge of old shingles
in the next cour~. Exposure o( first course only is reduced to 3',
2, Cut 14" off the firs1 shingle of the third CU\lrse and sale this (or
later, Install the ZZ" lon~ piece over and aboye the second-
course shingle,
3. Apply the previously renJoyed 14' long piece OIer and above the
tWrd-course shingle.
4. Apply the prl'\iously removed 7" long piece from the s<.'Cond
course over and aool'e the founhcourse shJngle.
S. [nstall a full shingle against the right edge of each shingle in
courses one through the, RI'1lll'1Il11(:r lhal course onc ,hinglcs are
only 10' wide,
L-
\PPLlC,\T10:'oi IS\S rouows:
1 .~pp!y shingles up to ule hip or ridge on b()th sides, then trim
nush.
:\OTE: rhe last COllr,e of shingles should iJave an exposure of
" (5''1\' for mttrk) or less \\hen the ,bingle cap or ridge \l'1l1 is
fasteoed in place. Otherwise. a potential waler leak could occur at
exposed shingle end joints. The figures used In this section iUustrate
the application (If accessoll ~hjnglcs ()\er a ri,lgc \tll!; applicatioll
dirl'ctl~ to the roof deck is very similar.
. ~fake the surface of the old roof as smootb as p<ossible by rcplacing
missing ,hingli:s. ~p1it and nail Oat all huekled, raised tah, and
curling shingles,
. it's a ~ood idea to cut old shingles back flu,b to tile rakes
and caves,
. We suggest that you apply corrosion-resistant dlip edge along tbe
rakes and ea\'es, covering the edges of the old sWngles, Tbis will
provide a uniform and ,traiglltedgc that \vill help pn'\ent water
(rom seoping under tbe shingle edges,
t
Notch for
Centering
12'
(305mm)
'- / !
Notches for Alignment to +,
the Top Edge 01 the Previous (180mm)
Cap for 5' (125mm) Exposure !
~
UNlSTlNG" COMBINED WITH THE FIVE-{OURSE
DIAGONAL MlTHOD ("SEVENS AND FOURTHNSW)
12'
~05n)[1l) ,--- /" Apply Over
~i--- (-"..; Start"" Shingle
~
-
I .- / Starter 81110918
English Dimension
I\OlE: Nesting is prefl'lTed over "bridging" Illeul{xis wben rerooOng
b('cause nt.'Sting sheds lI'at<:r bes1 and looks better, \esting, as
described below, is an C'ilsy appticatinn Ol'('r square.tab a.,phalt ,lrip
sWngles \\ith a 5" exposure, [f you lU'e co\'trill~ a differeut t:pe or
size shingle, you may need to rut hack the tabs so that nesting is
possible, To 00 thIs, simply rut otlthe It'ading edg€ of all old shingles
when they are lapped less than 21;2' by tile new shin!:les, This permits
a flat nested applIcation that avoids 1i(IN edges and slumps,
~~~~/I~._.. -
.;'-it- .-:..." -6-Z:''' .f)5;/';t C.O';'--,;re' -.
",,~'-. -: - ,'-.
" ." .. y't? ,",'- ' 0/0' ~ .
? ,.. -- (l~~:.. '"'_ Ow
, .
~.... .... ..... ...J~O" COVjr".. ..
::--- , 'oJ(J
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, 1", /'./
, ~).. /'
1 '~18()11~;:--'
1J~~i;P"
~
CO:llll:\n\G lP lHE ROOF:
J, Beginning again I'ith a full shingle. fl'p"althe the-l'ourse pattern
up the Il'ft rake,
2. fill-in courses across tbe roof in a stepped diagonal fasblon using
full shingles. Do not run course~ straight across.
IMPORT.",r: [)o not align joints of shingles doseI' than 31/l" froltl
one another.
. 97/~ _~
(250mm)
_415116"_.4--415/16'_
(125Inm) (125mm)
1
\'
I
Notch for
Centering
..........
ONE ROOF,OVER METHOD
FOR METRIC DIMENSION AND
LANDMARK TL SHINGLES
Figure 15.17.' :V'PI)' a lull cap sbtngle On'!' 11)<' sfurll/t pfC'f.'I'.
flush u1'Ih tbe bollom CII1d ,'fde edge~ !!f {~ ,-tarler
13114' " / !
(337mrn) ..... I
. L Notches lor Alignment to 75i8'
the Top EdQe. of the Prevlolls (196~ll1i
Cap for 55.'8 1141mm) Exposure _1 '
Metric Dimension
2, Install C<1pS beginnln~ at the bottom 01 a hip or at either end of a
ridge. Apply a sta11er piet'e dJal IJ,l' Ihe bottom ;' (5 %' f(lr
mdric) f(~m(l\'(~d (Figure 15.18). Fa,ten Ihe staJ~er with 11"0 nail,
locatrd about ~' from ~le rake edge, and I" il1 from each side
edge. Make sure faslenl'rs used to apply caps penetrate at lea~1
5/~' into or lhrough the decking.
~OlE: To assist in proper alignment when ridge vellt Is not nsed.
~l1ap a chalk line pa.t';llld to lhe hip or ridge along dle line where
the side edges of tbe Glp shingles should be,
3 ,\pply a full cap shingle over tbe staKcr (FIgure 15.18), and plal'e
fastc,wrs at ,~''8" (6t/l' (or IlINrir) up frolllthe e\post.d ho!tolll
edge aud 1" in from eadl ~ide, 'IaHs must not be exposed 00 the
finisbed l'oOt All nail heads must be w'iwn straigbt ,Uld must not
cu! itltll lh.' shingle sunari',
12' .J
I __ (305",rn) --- I .
;-- ~. ""1':' . LaYing Notcn
~I ......S..,f"P'
.,'_. ..r...,:"...,..
.:~~ ~/:/:~,_I'~' . /"i'
I I I
I I I
5' t125nlrr) I I __:-----
E)<pOSur8 I ..
~\~.~\ .~i:;~F.>;.;, I
~
^~-~\
..........
-'>-?"
/''i~)'V
0/
TIlt' same method used for dean-d('('k application of these sWngles are
used for roof'o\,tfs. Application of these shingles OH'f' English dimcn.
sion shinlVes is oot recommend(>u - due to tbe high cost of workman-
ship and greatcr risk of wor(.:c1' error,
5"0<,
, _ s0,?J
?, _ h ~
::- - <i7,,:,(~/,/.r.
<> .J'.(, 70~7- Y '. C'
"'- /s ' r;;'.50 --
'~:::;;;-<-;~70) .f:'/1c) tsr C. '. ~
1-~~ '.... -...: o,v/S8
r-----.....:~.::... (1.~~" .
~'-.......~~... 'Il7) cS(an.
....._-.....~ ......... '8r Cl'?O'~
--'::::'.:3::::<~ ' ... .se
----
..........
figllre l.5,19: Facb SlJadouJ Rfdge sNngfe bas (1 cet/lel1'l/g 1/01;:1, and
tu'o ,11'd('-((I(~milt'1I1 !lotdJes 10 help ('II,lUre fim/x'f /i!acelllent
HIPS AND RIDGES
Figure 15.15: Fire-Cou,se Dtagrmai, Vt'sled.
SHADOW RIDGf' ACCESSORY SHINGUS
FOR HIPS AND RIDGES
STARlIJt COlRSE:
I. Remoye the tabs and the top 2" from standard sd(,seding
shingle~, lea\'ing S' by 36' strips.
2. Cut 7" off the length of the fln;t strip, apply the 29" remaining p!<'{e
over the old first cow-se at the lower left corner, overhanging the
rakes and eavcs 1;2' if drip edge Is us<od, or 3/\" if no drip edge is
u..<ed
3. Continue with full-length ,tarter shingles along the eal'es
~'hado\V Ridge shingles have an al.'(:1.11ted shadow line that Ls de~iglJed to
romplernent these shingles, Simply fold along the prc.eut lines and
detach individual cap plc'Ces, Save valuable ins1allatlon tim~ compared
lo cutting 3.tab shingles,
~~~.~~.'. ~.'\:.~'.~~I"}~~", ~~.~~
r"'1~"'~~"'~~"'''S~ ~.'~~';~~
.<ij$:}~"f~s} ~i;,;;~~w ~~$ ~~{""v....
~ --'
Fif:,'Ut'P 15,16: Sbadou.. I?fdge accessory "bt /Igles detacb eastJ,r from
tbtre-pf,'('l' IInits to maRt> '} i/ldiridual cap pieces
5'\125r1\(1'l)
E)<p<>suf8
h--' ..
r~
, ...j,:,.i..
.~I.j/;.."".,I'"
.~~~/,!:;;/r;.:;:/>
1ST COlRSE:
1. The first-COUl>e shingles are made of (ull !.andMark shin~e~ lI,ith
2' cut off the bottom of the tabs.
2. Align the first.course strips with the left and 10\\ er edge$ tlusb
with the starltr cour~,
'\
Figure 15.[ Ii: I.wall cap shingle.. at thefr COffect 1'.\,/"1.<111'(>
Imd ('(>It'f all jil~1I'n('I'f.
Figure 1;-:10: l'se {ayinR nofc/xs lo c<mk'f ,.Nllgl/'s Oil bip,. and
ridgt>," (/lId to locale tbe CON'f'Ct e.\f)(Jsm'P.
Iii
Cbllpft-r15 CERHINTEED SIlI~GLE HPLIC.\TOR'S M\NlH
Cha/)t." 1.5 C E R H I N TEE D S If I :\ G L E .\P P Lie H 0 R' S ~l\ ~ l H
...........~
ONE CLEAN, DECK APPLICATION METHOD
FOR METRIC DIMENSION (13'/4" X 383/.")
AND LANDMARK Tl (13'1." X 40")
SHINGLES
---
F1VHOURSE DIAGONAL METHOD
(S ~'.n AND I1lf.")
I'REP-I.RI\G TilE DECK:
. ,\ppl)' undt'rla;'ment as required. C<,rtainTeed suggests that a layer
of shingle underlaymell! he ;lppUed. For II. firc rating, underlay.
ment is gencraUy rl',!uired. Apply flat and un\\Tinkkd.
. Snap chalkllnes to 3S~llre shingles will be con'l,t:!ly aligned.
Expo~e all shingles 5 '/R' (143 mm),
STUIlR COlRSE:
I, l!se C1Ttaill'fl:(:d Starler (pre-cut 10' ~ 38Vn. or three-tab ,df.
sealing ,hingles with the l()w(~r tab portions rcmol'ed, Be surc thai
the stlU.ter shing,1es are atleasl "/R' in height (rtgll/'e 15.9),
~ &art" SOl"" I, 'fr
.......... ..... _..... ~............... -; -...... ..... _:-: _J
IRe m 0 , e:1 I h e s e p:l crt , 0 n s :
1_ ___ _ _~1_ ___ _ _ J_ ___ __-'
b:(,'IIre 15.9.- J/lIl.oe slill'U'T sbing!i!S /lXI/lire 71/8' III [leigb'
2. For the tlrst stlrter, cut 5 'l8" from one ,ide of the ~t;\rtcr shlngles,
3 ,~pply the remaining pi('ce to the IO'ilI'r left corner of the roof,
Make ,OIl' there is \;2" overhanging the rakes and eaves if drip
odge is being used. if you are not uslng drip edge, m,tke the O,(,'f-
h ang~/I" .
4. L's(~ fullll'lll,'lh starter ~hil1gks for lhe res! of thf COU1'Se.
Ht
CONTOURRIDGE'"
-1'
I
I
111/2'
(29211m:,
,-
6'/4'
1210 n'm)
I
I
I
.1_
;- 12'
(305 mm)
,;.."
-..:
Folded Edge ,front uf cap)
Figure 15-21: 17Je1'e are 30 mp slJingws per {mlldle of COlli our Ridge tbat
COI"t'I'S 20 1I1t{'lIr 1M 4 hip or /'iI~f(e IIi all 8" e:.:posure
APPLICATION IS AS FOLLOWS:
1. Install tile firs1 eap at the ealt.'S for hips and oppo~itc the pl'Cl'ailing
wind for ridges. fasten with one nail applkd on eaeh side of t~e cap
shlDgle 8 V~' back from exposed eud and [' up from the lower edge,
2, .\PP!Y the ont ('ap shingle so the folded fro lit edge covers the
sealant stripe re,ulting in an 8" exposure. fa:;ten lI'itll one nail
applied on each side of the cap shingle 8314' back (rom exposed
end and I' tip from tbe lower edge. Fa:;teners used to apply caps
must penetrale allea.'~ Vi" into tbe roof deck or completely
through,
~'\
ApprQx, 9' ~ \
~.~~~ ~~~ .
~ \;~~..~ \f\Y
0. ~ 'l.\~\f\
~ ~- ,
\ \.
114' OverhanQ'
(6 mm)
Fig 15.22: rbe extra exposure (md thickness ofCol1taurl.?idge enhances
tbe roojlilles (/nd sarcs instllllalkJ/l time.
3. Continue in the same Fa.shi()n using the seal:Ul1 stripe as a gauge to
in,tall rap shingles at an R" exposure,
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Des<:r!ptiod
Single
Single
Single
Single
Single
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DSI-222
Flf-JAL ANCHORING OF A WOOD rn,&.ME UP TO 5'4 X 15'8
SINGLE INSWING UNIT W!WO SIDElITES
PRODUCT ACCEPT,&.NC~ No.: OS/222
IT
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~;:-f ir7l cp CD,-
_ W11~l"I~:J l-
3 110 x ~~ fV<T MUD
4 1110 x 1 3J4"~ ~1'ti1 HW
5 1110 l( 2" _IS: fVoT ~
7 1110 x 3" Pl-iJU..IPS fU, T HOD
-~
~ ~d>
...
t-' 1/..f, 1/2"--1 -i ~Y~2" TYP.
1 T-='I
(j) ,'(Jf.JX:t,
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Jj)
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DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DDI-224
FINAL ANCHORING OF ... WOQD FRAl.I[ UP TO 6 '0 x 58
DOUBLE fNSW'NG UNIT
PRODUCT ACCEPTANCE No,: ODI224
I
'5' 9 7/8"
~_ I
~'r.:1~{J
crr- '" 11. FJ 1
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.. rr HlNGE DETAIL
lQI!;
VH:N SI(;CJJTf IS Ama1C1> TO
H/N(;(. JNHJ~A 4 $CRfX \II.IS1
at L/Ut) OF A~~
N#O A I 7 SCM:II PVt SCREW SCHf;DUlE.
.
'E'"""",
~
set l.OCJ( LU'Q. - j.
INSTRtJCTlONS -, ~
~
..
"r LArc;H DnA/I.
N~ SIOflJT( IS ATTACHfD TO
l/<TCH JA.\II use 118 )( 1 3 / 4 "
f'W1I..LJPS ~r HEAD $CR(W$
IN S1R1KE PUlp. ANO I (4) $CMW
IfII"UCE OF I Q) f'ROW Sd1Ew SCHEtlutL
i'R::>
~;~~~
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INS11/I.ICTlOHS
U.i
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~~:~BJ
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-8" HINGE DETAiL
e::-r--~~
/1'4swtNC THRESHOlO
~'\1
~ THRE'SHPLD
~
...
...
(~)
rr-~
RARRf~
Thr. 1<1
.. [7' ASTR.A.CAL PLATE
Size: up to S'4 x6'8
Product ~((tptan(e No: D81-121 ,
tnswin. (wood jamb) ConIigunuon:
2'0 2'4 2'6
~8O -80 ~80 -80 ~ 80 -80
x. OXO. XO. OX
2'R. J'()
~5Q "_~J.-90 ..so
..W -60 +{J<} ..Q()
~SQ Jj'7 ~S() "~.q
+50 -60"SO .(1./
Sin,le Opaque
WlSidclites
Sinilc Olao-.N
WlSidclitcJ
(Door dQ(1 no! m<<t MissU.: lmpaCl)
T~' 210-1987. 210-2024
..7S -80
~-n
+60 -71
Mfa. ~.: Nan V. Plastics / Plasti'fO
Liliniston. l'lJ 070J9
"-1 6"1 f &"~ - _16" f
p:r I (f)' I
:F:@ 0 'DV
r"'-.B'
-cD
...!A '
&Ii'tI
0-
.!t:l..illM
~ 1
J-
=(
-CD
@=
0-
(])-
(])
-(7) l!>=
01 I -10~-
41/>:J J- G.1/'- t, 1/i~J L
INSWlNG: Opaque and Glazed
Max Door Size: 6'0" ,,6'8"
DESIGN PRESSURES
Drawinlll f#
99-08
99-08
99-08
99-08
99.08
DesniDtion
Double
Double
Double
Double
Double
-CD
::@
-(])
f-- j
~ -..:.F
-~
~
RI u:x:.. wrn../
INS TJ!VC1l:lHS - '\
~
.....L..-t-
He- LATCH DETAIL
TESTS
Test LoCI doll
National Certified Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
Test Date
10103/1997
04/01/1998
10103/1997
04101/1998
1010311997
0410 lit 998
10/0311997
04/01/1998
. B t...
-0
-0
~~
-1L
. 1/2"
D
'''~
, ~ ~~~
" t-n. "~"-.
~~~~ "-.
~~~
~
Product AceeptaneelLabel No: 00[,22"
sU!(W SQ;(I}(JU;
3 10 x S/8" PI1IWPS fUT HOoD
4 10)( 1 3/4" P'rlIWPS FLU f.iEAD
5 10 x 2" PfIlWPS f'U.T HOoD
~t 10 l( 3" PI1IWPS Fl." T HOoD
NAN YA PLASTICS CORPORATION I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
NAN Y A PLASTICS CORPORATlON I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
GLAZED
Door Size Pressures
2 '0" ,,6'8" +75 -80
2'4" x6'8" +64-77
2'6")(6'8" +60-71
2'8" x 6'8" +56 -67
3'()" x 6'8" +50 -60
OPAQUE
Door Size Pressures
4'0" x 6'8" +74 -82
4'8" x 6'8" +64 -70
5'0" x 6'8" +60 -66
5'4" x 6'8" +56-61
6'0" x 6'8" +50 -55
lNSWING: Opaque and Glazed
Max Door size: 5'4"" 6' 8"
DESIGN PRESSURES
OPAQUE
Door Size Pressurea
2'0" x 6'8" +80 -80
2'4"" 6'8" +80 -80
2'6"" 6'8" +80 -80
2'8" J( 6'8" +80 -80
)'0" x 6'8" +80 -80
Drawioll ##
99-01
99-01
99-01
99-01
99-01
Descrll1tioD
Single
Single
S ing1e
Single
Single
Single w/sl 2'8".x 6'8" +60 -60 99-01
Single w/sl 3'0" x 6'8" +60 -60 99-01
Single w/sl
Single w/sl
Configuration: X, OXO, XO, OX
Teat
ASTM E-330-90
AAMA 1302.S
ASTM E283-91
ASTM E331-96
TESTS
Desullldon
Uniform Static
Air Pr cssure
Farced Entry
T e,t Location
Natiooal <Atified Testing Lab
Orlando. F1crida
National Certified Testina Lab
Or! ando. Fla:ida
National Certilied Testing Lab
Orlando. F10cida
National Certified Testinl Lab
Orlando, Florida
Ted Date
11/03/1997
0410111998
11/03/1997
0410111998
11/03/1997
04/0111998
11103/\997
0410111998
Air In filtratioo
Water
Penetration
Product Ac<:tptan<:eILabel No: DSI-222
rl
'"
1
&.
-'"
~
~
"
on
o
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DrawiDll f#
99-<l4
99-04
99-04
99-04
99-04
Deseription
Double
Double
Double
Double
Double
2'8" x 6'8" +SO -60 99-04
3 '0" )( 6'8" +50 -60 99-04
Connguratlon: XX
Certlf'yIDI florid. ED&!Detr
Tut Report II aDlI License Number
210-1987-I.S;" BarryPortnoy
210-2024- 'M," P. B. No. 16258
210-1987-1..!.}, 'f' Barry Portnoy
2Io-2024-",r;~ P.E. No. 16258
210-1917 -/, z.). Y Barry Portnoy
210-2024--~(,t p, B. No. 16258 (
210-1987-1.2,1 Jf 1JarTy Portnoy
~;;~R~~;{~ .
Tut
ASTM E-330-90
DesullltlOD
Uniform Static
Air Pressure
Forced Entry
AAMA 1302.S
Air Inliltration
ASTM E283-91
ASTME331-96
Water
Penetration
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8SI-226
FINIoL N1CHORING OF A WOOD F8I-ME UP TO 5'+ )( 8'0
SINGLE: lNSWiNG UNJT W/WO SlOEurES
PRODUCT ,A,CCEPrANCE No,: 08$1226
(.
1-- '"'1 r S" f 8"--1 r
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4 10 x 1 3 4" Pl11l.l.f'S ru.T Hl.4D
s 10 " 2" I'IM..U1"$ ru.T HO.II
T 10" 3" l'\Hl.l..f>S ru.1 Hl.4D
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12" t~ ~J..
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_ -; r- · 1/2" T ' 112"..., ~ r- 2" TYP.
~ tv cb cb ~X7Y7
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"0' HINGE DETATL
.IQ.m
ltltlOl S<<lJIt~-..ao 70
HIHCt ..v..IIS" 4 wsr
!If: L/S(j) OF... 5 SI:K\l'
~ fI, I 1 s.:KiI ~~ SCHfIltU.
'f: ' """ ·
~
~.~
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~
- r LArr;J{ DETAIl.
~
lOtJOI $lO(IJTt' IS ... 7T.IoCHE1> 1'0
/,J,l'CH JAU8 lJS( 8 x 1 3/4"
~f'Uo,1'NOD~
H SmfI(( PVo~."1'JJO I 4 ~
WI'tXI: C# I W rnou SCHE:OOIL
'C t...
( .r'E'
Size: up to S'. lit 8'0
FrO<Juct Ae<tptanct No: D851-116
In.swinc (wood jamb) C onfi'W'luoo:
2~ 2'. ~6
+99 -99 +8~ -n +34 -&4
S",&le Opeque
WlSideli1cS
Su..fle G 1ucd
WlSideliks
(Doc< <locs ~ med Mi..ac Impll<l J
To" 210-2024,H.6.ltl.II.U
+99 -99
+89 --89
Wg. by: Nan ra I'lasti<.s I Pta~
.84 -&4
NAN VA PLASTlCS CORPORATION IPLASTPRO, INC.
DlSTlNCnON FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INS WING: Opaque and Glazed
Mal( Door Size: 5'4" x 8'0"
DESIGN PRESSURES
GLAZED
Door Siu Pressures
4'0"" 6'8" +74 -74
4'8"" 6'8" +64 -64
5'0"" 6'8" +60 -60
S'4",,6'8" +56 -S6
6'0"" 6'8" +50 -50
rest ReDOrt M
210-1993
210-2024
2\0-1993
210-2024
210.1993
210-2024
210-1993
210.2024
Drawinl! #
99-06
99-06
99-06
99-06
99-06
OPAQUE
Door Size Pressures
2'0" J( 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"x8'0" +70 -70
Drawlnl! #
99-01
99-01
99-01
99-01
99-01
Descrlotlon
Single
Single
Single
Single
Single
Deser'lotion
Single
Single
Single
Single
Single
Single w/sl 5'4" d'O" +53 -64 99-01
Single w/sl 6'0"" 8'0" +50 -60 99-01
Single w/sl
Single w/sl
Conl1guratlon: X, OXO, XO, OX
TESTS
Certll'yllll F10rida EDglDeer
.lId Llcell!e Nllmber
Barry Portnoy
P. E. No. 16258
Barry Portnoy
P. E. No. 162S8
Barry Portnoy
P. E. No, 16258
Barry Portnoy
P~~~2~ it!
Tut Date
04/01/1998
TtlIt LotatlcD
National Certilied Testing Lab
Orlando. Flcrida
National Certified Testing Lab
Orlando. Florida
National Certified Testina Lab
Orlando. Florid,
Natiooal Certified Testing Lab
Orlando, Florida
Telt
ASTM E-330-90
()e,crlDllolI
Uniform Slatie
Air Pressure
Forced Entry
04/0l/l998
AAMA 1302,S
Air Infiltration
04/011l998
ASTM E283-91
ASTM B3J 1-90
04/0111998
Water
Ponetration
Product AcceptaneeILabel No: D8S[.226
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+78 .7S +70.10
"SH4~,OI "50'{'/)
UV\J\gston. NJ 07039
GLAZED
Door Size Pressu res
2'0" x 8'0" +99 -99
2'4"" 8'0" +89 -89
2'6" x 8'0" +84 -84
2'8"" 8'0" +78 -78
3'0"x8'O" +70.70
Drawin2 f#
99-04
99-04
99-04
99-04
99-04
Descrh)tlon
Double
Double
Double
Double
Double
5'4" x 8'0" +53 -64 99-04
6'0" l< 8'0" +50 -60 99-04
Tut Report If
210-2024-
4.5,6,10,11.12
210-2024-
4J.6.l0.1l.12
210-2024-
4.S.6.10.ll.12
210-2024-
4,S.6. 10.11 ,12
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8DI-228
FINAL ANCHORING OF ^ WOOD f~/oJE UP TO 5'0 X 8'0
- DOUBLE:' INSWING UNIT
PI?ODUCr ,IoCCfPT04.NC[ No, 080'278
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4 10 x 1 3/4" PH'll.JPS FUT HOoD
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NAN YA PLASTlCS CORPORATION I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
OPAQUE
Door Size Pressures
4'0")( 8'0" +99 -99
4'8"" 8'0" +89 -89
5'0" x 8'0" +84 -84
5'4" x 8'0" +78 .78
6'0" x: 8'0" +70.70
Configuration: XX
Certif}IDI florida EDclDeer
and Llceose Number
Barry Portnll)'
P. E. No. 1625_L_
Barry Portnoy
~No. 16258
Ba."l)' Portnoy
ii, R. Nu, 16258 =t
Ba.-l)' Portnoy
P. E. No. 16258
f
a.rrJ I, ((V
Ted
ASTM E-330-90
AAMA 13Q2,S
ASTM E283 .91
ASTMB331-96
DeKrlDtlolI
Unirorm Static
Air Pressure
Forced Entry
Air Infiltration
Water
Penetration
INSWlNG: Opaque and Glazed
Max Door Size: 6'0" x S'O"
DESIGN PRESSURES
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99-08
99-08
99-08
99-08
99-08
DeseriDtlon
Double
Double
Double
Double
Double
GLAZED
Door Size Pressures
4'0")( 8'0" +99 -99
4'8"" 8'0" +89 -89
5'0" x 8'0" +84 -84
5'4"" 8'0" +78 -78
6'0",,8'0" +70.70
Drawinl! If
99-06
99-06
99-06
99-06
99-06
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TESTS
Test Lout/Oil
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando, Florida
National Certified Testing Lab
Orlando. Floride
National Certified Testing Lab
Orlando. Florida
Tnt Date
04/0 [/1998
Tut RellOrt 1#
210-2024-
10,11.12
2l0-2024-
10.11.12
210-2024-
10,11.12
210-2024-
IQ,II.\2
0410111998
041011\ 998
0410111998
Product AcceptanceILabel No: D8DI-228
CertlfylDI Florid. EDglneer
aDd Lkell!e Number
Barry Portnoy
P. B. No. 16258
Barry Portnoy
P. E. No. 16258
Barry Portnoy
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HEIGHT
ill
CAULKING AT FASTENER
HOlES REQUIRED
(SEE NOTE 2),
CAULKING ill
REQUIRED
<SEE NOTE 2),
...
,:.;
~
}
~.
~
.....
'"
o
...
~
~
.....
'"
ob
~
I
~
~
~
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!
~
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...-
:::)
SLIDING GLASS
DOOR FRANE-'l
SILL ,
r-- r--
-;:;=:;
I
,y , ~ 'fjf '-' rrr i I~t
tl2~
I
A IJ t EMBEDMENT
~ ~ A 1-114' MIN.
/J
to A ~ t
V
&
1/4' MAX]
SHIM SPACE
. I> t
4
11
INSTALLATION ANCHOR
#S \.1000 seRE'" IJ/PLASTlC
ANCHOR (np. IJHERE
TAPPE.RS ARE NOT REQ'D,
SEE NOT E (0) -
'-- INSTALLATION ANCHOR
3/16' DIA. TAPPER
<NOTE 15)
CONCRETE OR
'- MASONRY OPENING
BY OTHERS
&
LI3ERALL Y APPL'( CAULKING
UNDE.R SILL DR SET SILL IN
BED Of CONCRETE (SEE NOTE 2),
SHIM AS REGlUIRED (SEE NOTE 1),
SECTION A-A
MASONRY INSTALLATION
-..... 1---1/4' MAX. SHIM SPACE
1 114' MIN,
1-- -t-EMBEDMENT
ONE BY \.1000
BUCK BY OTHERS
(NOTE 11 Sc 1~
&
2X4, 2X6, DR 2X8 \.1000----.
BY OTHERS (NOTE 6)
.d
CONCRETE OR
MASONRY OPENING
BY OTHERS
~
/~
.{:; ~ ~
\ CAULK BET\JEEN
q \.IOOD BUCK ~
\ II ___J--- MAS'Y, OPENING
~ BY OTHERS
~ ~ - SHIM AS REQ'D,
r-r (SEE NOTES)
,J"" ....71~ ~ I:ST ALLA T ION ANCHOR
I!!! = 3/16' OIA, TAPPER (NOTE
GLASS I. ~ ~ CAULK BETVEEN
!.----: DOOR FLANGE
~. g, 'WOOD BUCK
PERIMETER ___"",. ~
CAULK BY CONCRETE DR
OTHERS ~ MASONRY OPENING
_____ S,GD. '."IDTH _... BY OTHERS
STUCCO
BY OTHERS
.:d
SLIDING GLASS
DOOR FRAME
JAMB
INSTALLATION ANCHOR
-
#8 'WOOD SCRE'4 (TYP,)
<NOTE 23)
(ANCHORS SHO\iN IN SAME
PLANE FOR CLARITY ONL '(,
HOOK STRIP ANCHOR HOLES
SPACED 2' APART ON / \ 1'118' MIN.
OPPDSllE FLANGES) \ t EMBEDMENT '
(TYP) ~
SLIDING GLASS DOOR ~ .:d ~
HOOK STRIP 4
~i--' -- , /.,... ~ "... ~
17) I \ ~ ,,~ ~ <-- 3/4'
IL ,.... ",""-....
Lucca I
III ~. BY OTHERS
~
"''' 7: SLIDING GLASS DOOR
INTERLOCK
HOOK STRIP DETAIL
IMPORTANT INFORMATION &. GENERAL NOTES
MAX,
~.
CAULK BET\oIEEN
HOOK STRIP Sc
voon BUCK
~
r- 1/4' HAX.
SHIM SPACE
"......((
"'" ....
u
~ III
IEMP:D
<TYP.)
TEMPERED GLAS;
(TYP)
___-...1<....
~
j
SECTION B- B
These notes are provided to ensure proper installation of Florida Extrudef1 Milestone prodIJ(1:S aM must be followed fully.
DOOR
HEIGHT
GENERAL INSTALLATION lNSTRUCTIONS
AI
I
# # Jh
r.
B B
I
Jh A-J &
EXTERIOR ELEVATION
2 PANEL DOOR SHO~N
(SEE NOTES 8, 9 8. 10)
1) SHIM AS REQ'D. AT EACH INSTAlLA110N ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABlE SHIM STACK TO BE 1/4",
lOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR Pt.ASTlC AND MUST BE COMPlETElY ENCAPSUlATED IN
CAULKING OR SET INTO WET CONCRETE.
2) USE SIUCONIZED ACRYLIC CAULK BEHIND DOOR FlANGE AT HEAD &. JAMBS. UBERAUY APPlY SIUCONIZED ACRYLIC
CAUlKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL !USER AND
CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION.
3) USE SIUCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTt.RIOR OF DOOR AND BETWEEN HOOK STRIP &. BUCK
FOR POCJ<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) '!WO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SE-CURElY FASTENED TO TRANSfER THE LOAD TO THE
MASONRY, CONCRETE OR OTHER STRUCTURAL SUaSTRATE PER FOC, SKTION 1707.4.4,2 AND THE ENGINEER OF RECORD'S
DETAILS.
7) FLORIDA EXTRUDERS 1000 SERIES SlIDING GlASS DOOR IS SHOWN. THIS PRINT ALSO APPUES TO 1l1E FLORIDA
EXTRUDERS 500 AND 2000 SERIES SUDING GlASS DOORS.
8) WHERE "X. RfPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, AmOVED CONFIGURAT10NS ARE AS USTEO
ON THE ANd-IOR INSTALLATION Q1ART.
N
t.J~
a:~
~g
!~
!~
~'\\\\\\\l'~
~ ... "'~i,.
.,....,~* ~
~ .~.~.... '\ REV DESCRIPTION
"1'~t ~.. \ B REVISED NOTES '. 2, 3. 6.
/ r 1''l1I' \ ~____ 11, 12. 13. 16. 22. 23 &I
~ ~. ~ .tn~ 31 AND ADDEO AND/OR
-:1 .M'1 'wi RE\IlSED RELATED
, l ~r~'- RUERENCES AND/OR
~ "~" ......:.~.. ILLUSTAA nONS. RENUMBERED
\." .... ~.'. .i. j NOTtS 6 TO 10 A."'O
~ ........\. REVISED REfERENCES TO
. ThESE NOTtS. REVISED
....~1.. lAPPE~ FOR OOXX
. , J- PANEl ooo~,
DATE INI FLORIDA EXTRUDERSl~~~~N1J~OE14L'J~~
121Ia/03 RJA CERTIFICATE Of AUTHORIZATION NO. 9235 SANFORD FLORIDA
TITLE: SLIDING GLASS DOOR 500, 1000 8. 2000
MASONRY INSTALLATION VITH NON-STRUCTURAL
BUCK AND TAPPERS
DRAWN By:BB APPROVED BY: RJA
DATE: 12/1B/03ISCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2
[SEE stiEET 2 r<)R CONTINUATION OF NOTES)
FRAME INSTALLATION
----- DOOR \JIDTH -- F1I4' HAX. SHIH SPACE
1-118 MlN.
.....,-- EM BED ME N T
SLIDING GLASS
DOOR F'RAME
JAMB 1/ T'WO BY VDOD INSTALLATION ANCHOR
\ ~ BY OTHERS ItS \Joan SeRE.\.I <TYP.) -.
, (NOTE 6) (NOTE 21>
v- (ANCHORS SHO\iN IN SAME
1=1 ~ PLANE fOR CLARITY ONLY.
/ HOOK STRIP ANCHOR HOLES
. ..-- SHIM AS REQ'D, SPACED 2' APART ON X
7[- - OPPOSITE FLANGES') / \ 1 1/8' MItt
~"'; (SEE NOTES) SLIDING GLASS DOOR(~ ~ /"\ I I;\E ~~~~,~NT
U HOOK STRIP / \ II J I
v\ INST ALLA TIoN ANCHOR -, \ '
,.I. ~ "-- #8 \oIoOD SCRE\.I I l~' ~~ 3/4'
I!!!! = <NOTE 21> IL w.. "...<:.....
CAULK BETVEEN TEMPERED '/ L I
DOOR FLANGE GLASS (TYP) ~
, 8c SHEA THING .....-.-It.... SHEA THING
~ III~. BY OTHERS
~?
"'./- SLIDING GLASS DOOR
INTERLOCK
HOOK STRIP DETAIL
T\oIO BY VOoD BY
OTHERS (NOTE 6)~
CAULK BET'JEEN
tHOOK STRIP 8c
\oIoOD BUCK
,.,.....J{
C III
IEMP:D
(TYP')
MAX,
GLASS
K,
PERIMETER
CAULK BY
OTHERS
SHEA THING
BY OTHERS
SECTION B- B
STUCCO
OR SIDING
BY OTHERS IMPORTANT INFORMATION &. GENERAL NOTES
These notes are provided to ensure proper installation of F10rfda Extruders Milestone products and must be
followed fully.
#
A=t-
# ~ 1) SHIM f.S REQ'D. AT EAOi INSTALLATION ANCHOR Wmi lOAD BfARlNG SlUM. MAX. ALLOWABLE SlUM STACK TO
# ill BE 1/4". LOAD BEARlNG SHIM AT SlLL MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPlETELY
/ /// r ~ ENCAPSUlATED IN CAULKING OR SET INTO WET CONCRETE.
/" , 2) USE SIUCONIZED ACRYUC CAULK BEHIND DOOR FLANGE AT HEAD &. JAMBS. UBERALL Y APPLY SIUCONIZED
B B ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BElWEEN BACK CORNER OF SILL
~ RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENE.R AND AROUND HEAD AFTER
ill INSTALLATION,
3) USE SIUCONIZED ACRYlIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRlP
&. BUCK FOR POCKET DOORS.
4) JAMB AND SILL CORNERS ARE TO BE SEAlED WIni A SMALL JOINT SEAM SEALER.
5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063.
.D.. 6) 'TWO BY WOOD euCK AND/OR FRAMING AT tHE HEAD, JAMB AND HooKSTIUP TO BE SECURELY FASTENED TO
ill TRANSFER THE LOAD TO 111E WOOD OR APPROVED FRAMING ~1EMBERS PER FBC, SECTION 1707.4.4.3 AND 111E
ENGINEER OF RECORD'S DETAILS.
GENERAL INSTALLATION lNSTRUCTIONS
A--
13'- EXTERIOR ELEVA TlDN
~ 2 PANEL DOOR SHOWN
(SEE NOTES 8, 9 8. 10)
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SCALE:
APPROVED BY: RJA
HTS IoWG #: FLEX0027 SHT I OF 2
[SEE SHEET 2 FOR CONTlNUATION OF NOTES]
FLORIDA EXTRUDERSI~1~~Nt~~oJ1,~'J~~
CERTIfiCATf OF ~\)T1iORlZAnoN NO. 92'}5 SANFORD FLORIDA
TITLE: SLIDING GLASS DOOR 500J 1000 8< 2000
FRAME INSTALLATION VlITH U8 SCREVlS
~~~&NOJl}S~ Moe. 11, 12/18/03 RJA
IINO/OR REV1SEO RElAT'f{)
REf1:RDofCES /\NO/OR
ILLUSTAATIOss. ...ooE:I) NOTE
20 A'lO RElATtO
ILLlmAATlOSS. RENUIdOCREO
~$ S fO 10 & 21 TO 29
!\NO REVlSEO ~ TO
rnt:SE NOTES. REVlSlO
TAN'ER$ F"CFl 90:<< .3-f' f\Nn
DOORS.
DRAWN BY: BB
pATE: 12/18/03
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3/16' DIA. TAPPER #8 \oIoOD SCRE\.I <TYP. \.IHERE
<NOTE 17) TAPPERS ARE NOT
CONCRETE OR ONE BY \JOOD REQ'D. - NOTE 22)
HASCiNRY OPENING r- BUCK BY OTHERS
BY OTHERSl! (NOTE 11 Be 12)
SHIM AS / I ill
~i~~Dt;;o's7 I.rt
." 1 1/4' MIN.
EMBEDMENT
t>.
--~.1 _ ~1-
--- --, ~ - --
INSTALLATION ANCHOR
#8 \.IOOD SeRE\.I
(NOTE 21)
[ TVO BY \oIOOD
BY OTHERS
(NOTE 6)
^ -- 114' MAX.
V \ SHIM SPACE
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LAST PLOT DATE
Mar. 22. 05
PRODUCT APPROVAL SPECIFICATION SHEET
As required by Florida Statute 553,842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the
bUilding components listed below if they will be utilized on the construction project for which you are applying for a bUilding permit. We
recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products
Category/Subcateqorv
1. EXTEfllOR 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
0, GLASS BLOCK
E, OTHER
Manufacturer
Plastpro Inc.! Nanva Plastics
Jeld-Wen
Kinco
BetterBilt (MI Home 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 (Milestone)
General Aluminum
Kinco
BetterBilt
Fla, Extruders (Milestone)
General Aluminum
Kaycan Ltd
Cameron Ashlev BuildinQ
Pittsburgh Camino Corp,
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES Certain Teed Corporation
B, UNDERLAYMENTS
C, ROOFING FASTENERS
D ROOF VENTILATORS Air-Vent Inc,
E. ROOFING TILES
F, MODIFIED BITUMEN Certain Teed Coro,-Roofino
G, SINGLE PLY ROOF
SYSTEMS
H. CEMENTS-ADHESIVES
COATINGS
I. ROOF TILE ADHESIVE
J. OTHER
5. SHUTTERS
A. STORM PANELS
B, COLONIAL
C, ROLL-UP
D, OTHERS
6. SKYLIGHTS
A. SKYLIGHT
B. OTHER
7. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/ Simpson Strong-Tie
ANCHORS
USP structural Conn,
B, TRUSS PLATES MiTek Industries, Inc.
C. ENGINEERED LUMBER Boise EnQ, Wood Prod,
D, RAILING
E. CONCRETE
ADM IXTURE8
F. MATERIAL
G,OTHER
FECP Corp, (Cast-Crete)
...~'~
~~~~
I~l, ~
~~
<3
z
Simpson & USP Cross Over Chart with Florida
Product Approval Numbers
Product Description
lAOI)j-oval Number(s)
S. Pdt Florida Product
Impson ro uc A I
pprova
Number .
Number
Distintion Flbreglass EntrY Doors
Exterior Doors
FL1321
FL498,539
FE5700/5701/5 (02/5703/5704/5705/5717
1100/1900/1970
FL1252
A34
ABU44
C822
H3
H10
H2,5
H6
HCP2
HDQ8-SDS3
HETA16
HETA20
HGUS210-2
HHETA40
HSUR/L410
HTS16
HTS20
HTT16
HTT22
HUS26
HUS28
HUS410
HUS412
HUSC410
HUSC412
ITT
IUT
LGT2
LSSU21 0-2
LSSU28
LSTA12
LSTA18
LST A30
LSTA36
L T812
LTS16
L TS18
L TS20
LTT19
L TT208
LUS26 FL47
LUS414 FL474
M BHA3.56/11 ,88 FL538
META22 F1901
MGT FL 1423
MST48 FL 1901
MST60 FL 1901
MSTAM36 FL 1901
MTS12 FL474
MTS16 FL474
MTS18 FL474
MTS20 FL474
MTS30 FL474
MTT288 FL503
PA51 FL474
SDS 1/4x21/2 FL 1463
SDS 1/4x4 1/2 FL 1463
SDS 1/4x6 FL 1463
SP1 FL474
SP2 FL474
SP4 FL474
U24 FL1218
Set Pac 10 FL402,3
HD Titen FL2304.2
FL474
FL474
FL 1901
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
Mk 213/4/5, Mk 213/4/5 HP, Mk 2/3/415 XHP
420, 470/452, 470HP/452HP
Series 500/100012000
420/430/440
FL126
FL561
FL45
FL264
Residential WindCode Doors
FL542
Mk 40/50, Mk 40/50 HP
165, 165/3000, 74013740, 3240/4250HP
Series 1000/1500/2000
FL123
FL663
FL42
1100/1140/1440/1450/1540/1550/1570/1900/
1940/1970
FL254, 1698
RW HP, RW XHP, RW4-XHP
168/3168,680
Series 1000
1180/1480/1580/1590/1980/1990
FL124
FL6(O
FL43
FL256, 1700
M k 40/50 PVV/CT, TWPW/CT
165/3000, 740/3740, 3240/4250HP, 680
Series 1000/2000
11 OOTOU11 001450TDU1450/1550/1570/1900/
1970/5000/5300/5350
FL125
FL676
FL44
FL255, 263, 1697
M03-04A, M02-03A, M96-08C
FL957
FE5r09/5710/5711/5712/5713/5714/5718
FL974
0605/0606/9500/9510 Aluminum Soffit
41550/45102/45102N Aluminum Soffit
FL 1965
FL406
Glass Unit Masonry installed wlMortar
FL1363
CT20 (and AR), Landmark 30/40 (and AR),
XT25 (and AR'), XT30 (and AR)
FL250
CRV Aluminum Ridge Vent
NOA No. 03-0930.08
Modified Bitume n Roof Svstem
FL479
see chart
see chart
Truss Plates
Versa-Lam SP
Wood I-Joists ALLJOIST
FL2197
FL 1644
F L 1645
Hiqh Strength Concrete Lintels
FL 158
8. NEW EXTERIOR
ENVELOPE PRODUCTS
A.
B,
The products listed below did not demonstrate product approval at plan review. I understand that at the time of
inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the
product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy
of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed
if approval cannot be demonstrated during inspection.
....
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:J
APPLICANT SIGNATURE
DATE
Product Description
USP Product
Number
FraminQ Anchor
Adiustable Post Base
Coli Strap Tie
Hurricane Tie
Hurricane Tie
Hurricane Tie
Hurricane Tie
Hip Corner Plate Connector
Holddown
Embedded Truss Anchor
Embedded Truss Anchor
Truss Hanger
Embedded Truss Anchor
Heaw Skewed U Hanaer
Heaw Truss Strao
Heaw Truss Strap
HDfTension Tie
HDfTension Tie
Heaw Joist Hanger
Heaw Joist Hanger
Joist HanQer
Joist Hanger
Joist Hanger
Joist Hanger
TF I-Joist Hanaer
I-Joist Hanger
Light Girder Tiedown
Slopable/Skewable Hanner
Slopable/Skewable Hanner
Strap Tie
Strap Tie
Strap Tie
Strap Tie
Twist Stra p
Twist Stra p
Twist Strap
Twist Strap
Tension Tie
Tension Tie
Joist Hanger
Joist Hanger
Masonry Beam Hanqer
Embedded Truss Anchor
Medium Girder Tiedown
Strap Tie
Strap Tie
Strap Tie for Masonrv
Twist Stra p
Twist Stra p
Twist Strap
Twist Strap
Twist Strap
Tension Tie
Foundation Strap
Strano Drive Screw
Strong Drive Screw
StronQ Drive Screw
Stud Plate Tie
Stud Plate Tie
Stud Plate Tie
Face Mount Joist Han6er
Expov
Titen Anchor
MP34
PAU44
RS300
RT16
RT7
LFT A6
HHCP2
UPHD8
HT A 16
HT A20
THDH210-2
HTW16
HTW20
HTT16
HTT22
HUS26
HUS28
HUS410
HUS412
THO
THF
LUGT2
LSSH31
LST A 12
LSTA18
LST A30
LST A36
L TW12
LTW16
LTW18
LTW20
LTS19
L T8208
JUS26
JUS414
NFM35X1178U
HTA24-18
KST248
KST260
MTW12
MTW16
MTW18
MTW20
MTW30
MTS278
TA51
SPT22
SPT24
SPT4
I
~,\
R ~ --l ~,
i ~~~--h
+---
V ~
I,ZU. ~ E
..~ .~ u
"" tj ~.~
~ ~ .9 ~ ~ ]
. - ~~]--g ~o;:s ~
[I (f)O ~~N;!3c<"'.l
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