HomeMy WebLinkAboutBIN B-2 PERMIT 4416
CONSTRUCTION lYPE -- lYPE VI UNPROTECTED
(SECTION 608 - FBC 2001)
WIND BORNE DEBRIS AREAS
THE METHOD TO SATISFY PROTECTION OF OPENINGS
IN THESE AREAS WILL BE THE SOLE RESPONSIBIUlY
OF TH E CONTRACTOR.
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 DENSIlY 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 PROPERlY MARKERS SHALL BE
EXPOSED AND A STRING STRECHED FROM MARKER TO
MARKER TO VERIFY REQUIRED SETBACKS.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6"
PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.63
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
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 lYP.
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, lYPE 2, CONFORMING TO ASTM C90,
WITH A MINIMUM NET COMPRESSIVE STRENGTH OF
1900 PSI (fm = 1500 PSI)
2. MORTAR SHALL BE lYPE "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 lYPlCAL 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 LINES, ETC. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES,lYP., U.N.O.
4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK
PER ASTM C. 926-APPL Y 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
RESPONSIBIUlY TO VERIFY THE lYPE 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 SPECIFICATION FOR STRESS-GRADE LUMBER AND
ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL
FOREST PRODUCTS ASSOCIATION.
3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR-
TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE
FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE
LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.
4. BRIDGING FOR PRE.ENGINEERED TRUSSES SHALL BE AS
REQUIRED BY THE TRUSS MANUFACTURER UNLESS
NOTED ON THE PLANS.
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE
NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS
MANUFACTURER IN ACCORDANCE WITH THE DESIGN
LOADS AS USTED ON THE STRUCTURAL DESIGN CRITERIA
6. DESIGN SPECIFICATIONS FOR UGHT 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 PROTEl"'T 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 PER1METER 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 UCENSED 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. UPUFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS
ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON
MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES.
INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD
NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT
THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS.
14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM
BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
(FBC 2303.1.3)
15, NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHflLL BE BURIED
WmiIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4)
FIELD REPAIR NOTES
WOOD FLOOR
TRUSSES:
WOOD FRAMING INSPECTION
ALL PLUMBING, ELECTRICAL, AND MECHANICAL
ROUGH-INS MUST BE COMPLETE, INSPECTED
AND APPROVED BEFORE REQUESTING FRAMING
INSPECTION.
1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY
BE SUBSTITUTED W/ (1) "SIMPSON MTSM16lWIST STRAP W/
(4) 1/4" X 2 1/4" DIA. TITENS TO THE BOND BEAM BLOCK
AND (7) lOd TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR
LESS. USE (2) FOR 2000 LBS. OR LESS. OTHERS MAY BE
SUBSTITUTED ON A CASE BY CASE BASIS.
2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB-
STITUTED W/ 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 SEr', OR HIL TI " 2 PART"
EMBEDDMENT EPOXY ), MIXED PER MANUFACTURER'S
INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM
DRILUNG 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 SPEQFICATIONS,
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 CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES
NOT HAVE TO BE CONT. TO FOOTING)
Structural Design Criteria:
WIND LOADS BASED ON FBC, SECTION 1606,2.
WIND VELOCIlY: 123 M.P.H., USE FACTOR: 1.0
General Notes:
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THE FOLLOWING TECHINCAL CODES ;~~ ~
SHALL APPLY:
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2001 FLORIDA BUILDING CODE, Z C5~~ :)
PLUMBING, MECHANICAL, FUEL GAS, . Nco Q:~ ~
ENERGY EFFICIENCY, ACCESSIBILIlY, ~ ~~ ~a.~ N~
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AND 2002 NATIONAL ELECTRICAL CODES rr::: aJ~l? ~8~ ~ ~
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ORDINANCE 92-19 - APPENDIX "J" W ~~UJ iO ~~ C':l
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TO FBC PLUMBING 2001 CODE. <-' CD .-,..,. ~ ~ ~o 0::
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1. TANK lYPE WATER CLOSET VOLUME W . ~~eLJ ~~~ I~ 01 ;a
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1.6 GALLONS a: ..
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2. WALL MOUNT WATER CLOSET VOLUME ~~ m~B !!l ~
3.5 GALLONS <-' a. ~ I::: s!!l
3. WATER - FLOW RATE. W :i~ ~~ ~~
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PUBLIC FAOUTIES a,s G.P.M. . . .
PRIVATE FACIUTIES 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
4. ALL PLUMBING WATER LINES
TO BE PVPC
FLORIDA BUILDING CODE, 2001 EDITION
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89)
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION
APA PLYWOOD DESIGN SPECIFICATION
ROOF
TOP CHORD
BOTTOM CHORD (W /0 STORAGE)
RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED
BALCONIES
STAIRS
ROOF
FLOOR
20 PSF
10 PSF
40 PSF
40 PSF
40 PSF
17 PSF (SHINGLE)
15 PSF
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
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WELDED WIRE FABRIC SHALL CONFORM TO
ALL REINFORCING BARS
ALL STIRRUPS AND TIES
ASTM A185
ASTM A615-40 40,000 PSI
ASTM A615-40 40,000 PSI
VTR LOCATIONS ARE APPROXIMATE
AND MAY CHANGE DUE TO JOBSITE
CONDITIONS
THE FOLLOWING SHALL COMPLY
WITH THE 2001 FBe.
o PORCHES AND BALCONIES
SECTION 1014
o HANDRAILS. SECTION 1007.5
o GUARDRAILS - SECTION 1015, 1019.9
o STAIRS - SECTION 1007
o CHIMNEY & FIREPLACE
SECTION 2804-2806 (MFGR)
SECTION 2113-2114 (MAS)
!Xl EGRESS WINDOWS
SECTION 1005.4
ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI
MORTAR lYPE "SO 1900 PSI
CONCRETE GROUT 3000 PSI
CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O
SHOP AND FIELD WELDS: E70XX ELECTRODES
ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
BEAMS, RAFTERS, JOIST, PLATES, ETe. U.N.O.
NO.2 SOUTHERN YELLOW PINE (19% M,c.)
ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OS8
FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G .A.DVANTECH
WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB
VERSA LAM BEAM Fb = 2900 PSI (2.0E)
4. ALL OPENINGS SHALL COMPLY WITH
2001 FBC WIND LOADS AS STATED
BELOW. ATTACHMENTS OF WINDOWS,
DOORS, SLIDING GLASS DOORS
AND O,H. GARAGE DOORS ARE TO DELEGATED
THE MANUFACTURER OF THESE ITEMS. THE
MANUFACTURER OF THESE ITEMS
SHALL SUBMIT ATTACHMENTS FOR
SITE INSTALLATION.
SEE ATTACHED SPECIFICATION SHEETS FOR
MANUFACTURERS DESIGN CRITERIA AND
INSTALLATION METHODS FOR WINDOWS,
DOORS, SLIDING GLASS DOORS, OVERHEAD
GARAGE DOORS, AND ROOFING.
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DESIGN LOADS:
TOP CHORD LIVE AND DEAD LOAD:
BOTTOM CHORD LIVE AND DEAD LOAD:
TOTAL:
27 PSF
20 PSF
47 PSF
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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 UPLIFT AS PER SPECIFIED CODES, DEDUCTING
A MAXIMUM OF 10 P,S,F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL
DEAD LOAD.
DESIGN LOADS:
DEAD LOAD:
LIVE LOAD:
TOTAL:
15 PSF
40 PSF
55 PSF
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)
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS
IF SOIL CONDmONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACllY
THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
Building Data:
Index Of Drawings
SHT NO: ITLE
A COVER SHEET
A1 FLOOR PLAN
A2 FOUNDATION PLAN
A3 ELECTRICAL PLAN
A4.1 ELEVATION I
A4.2 ELEVATION II
A4.3 ELEVATION III
AS.1 ROOF FRAMING ELEV I
AS.2 ROOF FRAMING ELEV II
AS.3 ROOF FRAMING ELEV III
A6 INTERIOR ELEVATIONS 0)
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S-3 ROOF FRAMING (I, II, III) 0 ~
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S-4 BRACING DETAILS I (J)
WALL SECTIONS N -
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S-7 STRUCTU RAL NOTES & LO I
HANGER INFORMATION I ~
S-8 WINDOW & DOOR DETAILS I'-
S-9 WINDOW & DOOR DETAILS Q)
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S-l1 WINDOW & DOOR DETAILS ~ (J)
S-12 PRODUCT APPROVAL INFO LO Q)
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WIND SPEED 123 MPH
WIND IMPORTANCE FACTOR -- (Iw) = 1.0
WIND EXPOSURE -- "B" (FBC 1606.1.8)
INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED)
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 5'-0"
OF ALL EXTERIOR BUILDING CORNERS
THEIR OPTIONS ARE AS FOLLOWS:
WINDOWS AND DOORS
SEE FLOOR PLAN FOR ACTUAL PRESSURES
A. IMPACT RESISTANT GLAZING
B. APPROVED SHUTTERS
C. SUPPLY WOOD STRUCTURAL PANELS
PER FBC 1606,1.4
ANDOVER 2005
Master Revisions:
ALL WORK SHALL COMPLY WlTH ALL .('
PREVAIUNG CODES, FLORIDA BUILD~ J
CODE NATIONAL ELECTRIC CODE AND
(lTY OF ZEPHYRHllLS ORDINA."iCES
DATE
DESCRIPTION
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TAMPA, FLORIDA 33609
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Notice To Builder
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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 CLARlFICATION..STOP..AND CALL
THE DESIGNER USTED IN THIS TITLE PAGE. IT
IS THE RESPONSIBIUlY OF THE LICENSED
PROFESSIONAL THAT IS CONSTRUCTING THIS
PROJECT TO FULLY REVIEW THESE DOCUMENTS
BEFORE CONSTRUCTION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE
BEFORE ANY WORK IS DONE.
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GENERAL NOTES:
THE FOLLOWING SHALL COMPLY WITH
THE FBC (2001)
o PORCHES AND BALCONIES
SECTION 1014
o HANDRAILS - SECTION 1007.5
o GUARDRAILS - SECTION 1015, 1019.10.9
o STAIRS - SECTION 1007
o CHIMNEY & FIREPLACE
SECTION 2804-2806 (MFGR)
SECTION 2113-2114 (MAS)
[8J EGRESS WINDOWS
SECTION 1005.4
ALL DOORS INTERIOR & EXTERIOR ARE
6'-8" UNLESS OTHERWISE NOTED
REFER TO SHT "S10" FOR WINDOW & PATIO
DOOR INSTALLATION REQUIREMENTS
REFER TO SHT "S10" FOR SAFETY GLAZING
IN HAZARDOUS LOCATIONS
REFER TO SHEET "S10" FOR COMPONENT &
CLADDING PRESSURE DESIGN TABLE
WALL LEGEND
1
FRAMED WALL
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MASONRY WALL
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MASONRY SHEAR WALL
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MASONRY SHEAR WALL DOES
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. INDICATES #5 VERTICAL IN CELL
FILLED saUD WITH GROUT
* - DENOTES EGRESS WINDOWS-
PROVIDE A MIN. NET CLEAR
OPENING AREA OF 5,0 FT SQ.
GROUND LEVEL OR 5,7 FT SQ.
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HEIGHT MIN., 20" CLEAR WIDTH
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AREA TABULATION
UVlNG
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ENTRY
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NOTES:
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MUST BE SAW CUT AS SHOWN
OR PER ASTM STANDARDS WITHIN
24 HOURS AFTER CONCRETE PLACEMENT.
. INDICATES FILLED CELL FROM FTG
UP TO TIE BEAM W/ GROUT & 1#5 ROD
VERT. @ ALL PLACES SHOWN
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SIZE REINFORCING
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NOTES:
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR
TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL)
KITCHEN
BATHROOM
LAUNDRY ROOM
EXTERIOR WATERPROOF
GARAGE GENERAL PURPOSE
RANGE
44" AFF
39" AFF
36" AFF
12" AFF
42" AFF
2" AFF
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE.
3, ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL
BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST
EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE
FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES.
5, SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE
NFPA NATIONAL FIRE ALARMCODE. CHAPTER 2 1999 EDITION
6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT
CIRCUIT PER 2002 NEC
SINGLE PHASE 200 AMP
BREAKER PANEL NEMA 1
30 CIRCUIT
~
METER SOCKET
c:::=:J c:=:::J
o
#4 CU TO COLD
WATER PIPE &
DRIVEN GROUND
ROD,
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BY POWER COMPANY
1 1/2" RIGID NIPPLE WITH
2 #1 AND 1 #3 CU THW
CONDUCTOR
ELECTRICAL RISER DIAGRAM
NTS
ELECTRICAL LEGEND
$ SINGLE POLE SWITCH ~ SMOKE DETECTOR
$2 DOUBLE POLE SWITCH ~
$3 THREE-WAY SWITCH FLOOD LIGHT
$4 FOUR-WAY SWITCH L--------, FLUORESCENT LIGHTING
$DM DIMMER SWITCH
-<?- CEILING FIXTURE n
C :J{~:) OPT. CLG. FAN PREWlRE
fr SCOUNCE (WALL MOUNTED)
FIXTURE f1
d} 110 VOLT DUPlEX OUTLET U
fb 110 VOLT SPUT SWITCHED OUTLET I~ DOOR BELL CHIMES
<j GROUND FAULT INTERRUPT u
@- DOOR BELL
<jWP WATER PROOF W/ GROUND FAULT
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ALL ELECTRICAL OUTLETS Y'!1TI1IN 3
FEET OF Y'!A TER, 6ARA6E AREAS,
OUTDOORS, AND AS SPECIFIED BY
CODE MUST BE 6FCI OUTLETS.
NOTE:
ARCH FAULT OUTLETS REQUIRED IN ALL
BEDROOMS AS SPECIFIED BY CODE.
NOTE:
ANY CONFLICTS BETWEEN LOCATION OF
MECHANICAL FIXTURES ON PLANS AND
ABILITY TO LOCATE THEM IN THE FIELD
MUST BE REPORTED TO THE ARCHITECT
PRIOR TO INSTALLAT!ON
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ROOF VENT SCHEDULE
VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT
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AS L1STED BELOW OR EQUIVALENT SYSTEM PER F.B.C.
2001 SECTION 2309,7
OFF RIDGE VENTS
(SQ. IN,)
SOFFIT VENT
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LOCATION
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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//////I
ENTRY BEARING AT 12'-4"
BEARING AT 8'-0"
I !
~ :ssJ
E =F ~
8'-0" CEILING HEIGHT
VAUL TED CEILING AT 2.5/12
10'-0" FLAT CEILING
ENTRY BEARING AT 12'-4"
APPROVED muss ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 2x4 STD.
BOTToM = 2x4 MIN.
TOP = 2x4 MIN.
l' -4 n
TRUSS END DETAIL
APProved by.
DOte:
ID-STATE TRUSS CO., INC.
3125 Reynolds Rd.. P.O. Box 1606
Eaton Park. Florida 33840
941-665-1309 / 1-800-940-8787
BUILDER:
US HOME CORP.
L..EGAl ADDRESS:
ANDOVER 2005 ELEV. "
1M
STS
JOB
USSUNNY2
N.T.S.
11/04/04
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FRONT WALL
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AUGN DRIVE W/
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PROVIDE 1 1/2" X 7 1/2" RECESS
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FOUNDATION NOTES
GENERAL MASONRY NOTES:
1. MASONRY UNITS: lAW ASTM C90
2. MORTAR: lYPE M OR lYPE S lAW sac TABLE 1402.88 IS
REQUIRED TO BE lYPE M OR lYPE S
3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP
3000 PSI OR ASTM C476
4. CONCRETE: 2500 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR
FOOTINGS: 2500 PSI FOR SLABS ON GRADE
5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN
ACCORDANCE WITH ASTM A615, A616,A70
3) SOIL:
3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR)
4) CONCRETE:
4,1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2500 PSI (NORMAL WEIGHT).
4,2 REINFORCING BARS: ASTM A615 (GRADE 40).
4.3 WELDED WIRE FABRIC (WNF): ASTM A185.
4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACl 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 W1.4 WNF AT MID-DEPTH OF SLAB.
4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACl STANDARDS.
4.8 LAP SPUCE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
4,9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS
104.2,6; 104.2.7; 1403.1.6, 1503.4.4; 1816; 1916.7.5; 2303.1.4 & 2304
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HURRICANE ANCHORS (lYP.)
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f'LAP (AO 530 ) 10" HOOK~ STD. 90 HOOK (lYP.)
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~ i lYP. BOND BEAM
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lYP. DOWEL 25"
MIN. LAP (ACI 530)
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T I SEE FOUNDATION PLAN J
LSEE FOOTING DETAIL .
lYP. MONO. FTG. FOR LOCATIONS
Q BLOCK WAll/REINFORCEMENT
S-2
SCALE: N,T.S.
,
,
_______ EXISTING U-BLOCK W/ 1 #5 CONT,
W
~ DRILL 3/4"X 5. MIN. HotE
SET BAR IN EPOXY
:::::: CAP TO PREVENT LEAKAGE
&
i
#5X6'EMBEDDEDINTO
:::: EXISTING U-BLOCK UNTEL
------------ FILL CELL FULL HEIGHT W/
NON-SHRINK GROUT
~~5X6'EMBEDDEDINTO
~ EXISTING FOOTING
DRILL 3/4"X 5" MIN. HOLE
SET BAR IN SIMPSON
"SET" EPOXY OR EQUAL
::::
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20" MIN. LAP
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'--- #3 OR #4 REINFORCING BAR
#3 & #4 LAP SPLICE
25" MIN. LAP
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NOTES:
(1) IF RETROFIT FILLED CELL CONDITIONS
EXCEED (3) PER PROJECT CONTACT
ENGINEER OF RECORD FOR ADDITIONAL
INSTRUCTION.
(2) FOR PROJECTS IN HILLSBOROUGH
COUNlY, ALL FILLED CELLS MUST BE
WITNESS BY A UCENSE INSPECTOR OR
AN ENGINEER.
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LINTEL BEAM:
1 COURSE LINTEL
BLOCK W / 1 # 5
BAR & GROUT
MIN. 25" LAP
SPLICE (ACI 530)
3 1/2" 2500 P.S,I. CONC. SLAB
OVER 6 MIL V.B, OVER CLEAN
COMPACT. TERMITE TREATED
EARTH FILL REINFORCED WITH
6X6 W1.4XW1.4 WNF
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0\ lYP. SHEAR WALL SECTION
\d 9/16/03 TH
INSTALLATION OF WINDOW
BUCK STRIPS - lX3 (MIN). GLUE
STRIP W/ADHESIVE SEALANT
& SCREW W/3/16" X 2 1/2" PHILUPS
FLAT HD. "TAPCON" SCREW MIN.
4" FROM END & 16" O.C.
00. 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"
PHILUPS FLAT HD. "TAPCON"
SCREW MIN. 4" FROM END
& 16" O.e.
TRACK - FILL ALL HOLES
W/l" X #8 ST. STL. SCREWS
W /PLASTIC ANCHORS
SEALANT
@ MASONRY OPENING
6 S.G,D, INSTALLATION
5-2
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MIN. SPLICE
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p.s,I. CONe.
W/l #5 REBAR VERT,
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--
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INTERIOR BEARING WALL
INTERIOR SHEARWALL
EXTERIOR FRAME WALL
ALL SHEARWALL SEGMENTS CONSIST OF A FILLED
CELL EACH END WITI-lOUT AN OPENING BITvVEEN.
TOP OF SLAB
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NOTE:
SECTION BETWEEN DOWN RODS
ARE CONSIDERED SHEARWALLS
UNLESS OPENINGS ARE BElWEEN
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~ FRAME (OO./BRG./SHEAR) WALL
{ 3 , TO MASONRY CONNECTION DETAIL
\ S-2 J 1/2" ~ 8" "J" BOLT @ 40" O/C SHEAR = 61 PLF.
~ 1/2" ~ 6" EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PLF.
2-7/8" HIL TI X-DNI NAIL @ 12" O/C SHEAR = 140 PLF.
1/4" !1:1< 3" TAPCONS @ 16" O/C SHEAR = 198 PLF.
~
~
BUCKSTRIP . lX3 MIN (WINDOW)
lX4 MIN (SGD)
1/8" SHIM SPACE
lYP. 8" BLOCK WALL
WINDOW/SGD
I 1 1/2" RECESS
I N SLAB
SLIDING GlASS
DOOR
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(TAPCONS @ 18" O/C MAX.
& 6" FROM CORNERS
I ____ SEALANT
~ BACK OF JAMB
~ ~
----
--'
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 lYPE 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 UNTELS SUPPUED BY APPROVED MANUFACTURER:
1) FECP/CAST-CRETE CORPORATION
2) POWER CONCRETE
3) ALLlED PRECAST
4) LOTI
SCALE: N.T,S.
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8/01/03
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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" (ACI 530)
2" X 4" P.T. W/
/ (3) 1/2" X 8" "J" BOLTS OR
(3) 1/2" X 6" EXPANSION ANCHORS OR
(6) 3" X 1/4" TAPCONS
(8) 2 7/8" HIL TI TlX-DNI NAILS
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ENGINEERING
SPECIFICATIONS
I PRODUCT DESCRIPTION I
HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS.
I MATERIALS 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 LINTEL 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 UNTELS MEET OR EXCEED l./360 VERTICAL DEFLECTION, EXCEPT
UNTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET
OR EXCEED l./180.
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM
OF UNTEL CAVIlY.
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 5-1/2 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 CAPACIlY CAN BE OBTAINED BY THE
DESIGNER BY PROVIDING ADDmONAL REINFORCED MASONRY ABOVE
THE PRECAST UNTEL. SEE REINFORCED CMU ON PAGE 4.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" UNTELS 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,
SAFE GRAVIlY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS
(AST-(A4IT4I
______ lYPE
LENGTH ~
SAFE LOAD - POUNDS PER LINEAR FOOT
Bf8-0B 8fl2-0B 8F 16-oB 8F20-oB Bf24-oB 8F28-oB Bf32-0B
8U8 Bf8-1B Bf12-1B 8Fl6-1B BF2G-1B 1lF24-1B BF28-1B Bf32.1B
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 7547 (36 7342 (19 8733 09 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 (37 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 4705 (37 6390 (47
535 890 1247 2093 2777 2163 2536
643 1052 1533 2093 2781 3643 (38 4754 (45
582 945 1366 1846 2423 3127 4006
582 945 1366 1846 2423 3127 4006
540 873 1254 1684 2193 2805 3552
540 873 1254 1684 2193 2805 3552
471 755 1075 1428 1838 2316 2883
471 755 1075 1428 1838 2316 2883
424 706 1002 1326 1697 2127 2630
442 706 1002 1326 1697 2127 2630
NR NR NR NR NR NR NR
458 783 1370 1902 2245 2517 2712
NR NR NR NR NR NR NR
412 710 1250 1733 2058 2320 2513
NR NR NR NR NR NR NR
300 548 950 1326 1609 1849 2047
NR NR NR NR NR NR NR
235 420 750 1037 1282 1515 1716
NR NR NR NR NR NR NR
180 340 598 845 1114 1359 1468
NR NR NR NR NR NR NR
165 315 550 784 1047 1285 1399
NR NR NR NR NR NR NR
129 250 450 654 884 1092 1222
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
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") PGRESSCD
N.R.
19'-4" (232") PRESTRESSED
N.R.
21'-4" (256") PRESTRESSED
N.R.
22'-0" (264") PRESTRESSED
N.R.
24'-0" (288") PRES'T1\fSSED
N.R.
SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS
....
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_____ lYPE
LENGTH ~
SAFE LOAD - POUNDS PER LINEAR FOOT
BRf6-OB BRf1Q-OB BRfl4-0B BRf1B-oB BPm.OB 8RF26-oB BRF30-0B
8RU6 BRf6-1B BRf1Q-IB 8RFl4-1B BRFl8-1B 8Rf22-1B 8RF26-1B BRF3G-1B
1749 3355 3280 4349 5421 6493 7567
1635 1891 3699 5206 6639 8060 9479 10893
1596 3063 2992 3968 4946 5924 6904
1494 1756 3699 5206 6639 8060 9479 10893
920 1770 1716 2277 2839 3402 3966
866 1167 2481 4567 6389 8ryj() (34 7917(19 9311(19
859 1653 1600 2124 ,649 3174 3700
810 1113 2342 4242 663f(lO 8ryj() (39 7402 (19 8706 09
901 1825 3120 5048 7747 9448 7360
901 1825 3120 5048 7915 9479 10893 (32
755 1490 2459 3776 5"143 7239 5623
755 1490 2459 3776 5"143 8998 (19 10893 (48
466 999 1568 2253 3129 4091 3146
526 999 1568 2253 3129 4150 5891 (47
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
4'-4"
(52") PRECAST
4'-6"
(54") PRECAST
5'-8"
(68") PRECAST
5'-10" (70") PRECAST
6'-8"
(80") PRECAST
797
7'-6"
(90") PRECAST
669
(116") PRECAST
9'-8"
411
. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA
COMPRESSIVE STRENGHT = 1900 PSI
. REBAR PER ASTM A615 GRADE 60
. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RElAXATION
. 7/32 INCH WIRE PER ASTM A510
. MORTAR PER ASTM C270 lYPE M OR S
+
APPUED HORIZONTAL LOAD
SAFE HORIZONTAL LOAD
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM
NEXT LOWER HEIGHT.
9. FOR UNTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM
NEXT LONGEST LENGTH.
10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN.
12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION
FOR GRADE 40 FIELD ADDED REBAR.
EXAMPLE: 7'-6" LINTEL lYPE 8F32-1B SAFE GRAVIlY LOAD = 6472 (15)
W/ 15% REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
FOR GRAVITY, UPLIFf & LATERAL LOADS
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-UNTELS
~AST-~A4IT4I SAFE LOAD
~ ~ PLF
____ lYPE REINF.
LENGTH ____ 8U8 8F8 CMU"
~1.0
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS
(AST-(A4IT4I
_____ lYPE
LENGTH ~
2'-10" (34") PRECAST
3'-6" (42") PRECAST
4'-0" (48") PRECAST
4'-6" (54") PRECAST
1293 1642 2135
2'.10" (34") PRECAST
1025 1024 1830
3'-6"
(42") PRECAST
4'-0"
(48") PRECAST
765 763 1365
592 591 1057
4'-6"
(54") PRECAST
5'-4" (64") PRECAST
5'-10" (70") PRECAST
6'-6" (78") PRECAST
411 411 734
(64") PRECAST
5'-4"
340 339 607
5'.10" (70") PRECAST
6'-6"
(78") PRECAST
507 721 483
7'-6" (90") PRECAST
9'-4" (112") PRECAST
424 534 357
(90") PRECAST
7'-6"
326 512 227
9'-4"
(112") PRECAST
10'-6" (126") PRECAST
10'-6" (126") PRECAST
284 401 178
11'-4" (136") PRECAST
11'-4" (136") PRECAST
260 452 152
12'-0" (144") PRECAST
13'-4" (160") PRECAST
244 402 135
12'-0" (144") PRECAST
217 324 109
13'-4" (160") PRECAST
14'-0" (168") PRECAST
205 293 98
14'-0" (168") PRECAST
14'-8" (176") PRESTRESSED
15'-4" (184") PRESTRESSCD
17'-4" (208") PRESTRESSED
19'-4" (232") PRESTRESSCD
21'-4" (256") PRESTRESSED
14'-8" (176") PRESTRESSED
N.R. 284 89
N.R. 259 82
15'-4" (184") PRESTRESSED
N.R. 194 63
17'-4" (208") PRESTRESSED
N.R. 148 51
19'-4" (232") PRESTRESSED
N.R. 125 42
21'-4" (256") PRESTRESSED
22' -0" (264") PRESTRESSCD
22'-0" (264") PRESTRESSED
N.R. 116 39
24'-0" (288") PRESTRESSCD
24'-0" (288") PRESTRESSED
N.R. 91 33
.. SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST W/ 2" RECESS DOOR U-UNTELS
~AST-~A4IT4I SAFE LOAD
~ ~ PLF
----- lYPE 8RU6 8RF6 REINF.
LENGTH ~ CMU"
SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS
(AST-(AeT4I
-=:::::::::::=. -----me
LENGTH _______
4'-4" (52") PRECAST
758 757 1365
(52") PRECAST
4'-4"
4'-6" (54") PRECAST
5'-8" (68") PRECAST
5'-10" (70") PRECAST
694 693 1249
4'-6"
(54") PRECAST
5'-8"
(68") PRECAST
408 407 734
382 381 687
5'-10" (70") PRECAST
6'-8" (80") PRECAST
595 788 510
(80") PRECAST
6'-8"
7'-6" (90") PRECAST
(90") PRECAST
509 674 393
7'-6"
9'-8" (116") PRECAST
370 490 227
9'-8"
(116") PRECAST
* SEE NOTE 18
8F32-lT
Bf32-2T
9608
9608
7636
7636
6627
6627
5861
5861
4924
4924
4498
4498
4038
4038
3508 (9
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2842
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2544
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2369
1582 15
2247
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1993
1218 (14
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1801 14
872 12
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746 12
1225 14
654 11
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629 11
997 13
566 10
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3865
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3257
3421
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8. CAST.IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN UEU OF
CONCRETE MASONRY UNITS.
9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530
10. PRODUCT APPROVALS: MIAMI DADE COUNlY, FLORIDA NOS. 03-0605.05
AND 03-0605.04
11.THE EXTERIOR SURFACE OF UNTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS
SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926
OR OTHER APPROVED COATING.
12.UNTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVIlY OR UPLIFT) AND HORIZONTAL
(LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE
FOLLOWING EQUATION:
APPLIED VERTICAL LOAD
SAFE VERTICAL LOAD
SAFE LOAD - POUNDS PER LINEAR FOOT
Bf8-lT 8F12-lT 8F16-1 T 8F2G-lT Bf24-l T 8F28-lT
BF8-2T BF12.2T 8F16-2T 8f2G-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 1634(12 210a;11 2571 10 3039 (10
727 1166 1634 2102 2571 3039
591 680 l13U5 1471(15 181t15 2152 16
591 851 1326 1705 2084 2463
530 552 914(15 118~15 1458 (l~ 1732 15
530 686 1183 1526 1865 2204
474 485 798(15 1034 (1~ 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
41Sii5 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 14
410 420 709 1050 1434 8 1694 8
239 323 519 (13 671 (l3 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 (l2 520 (l2 637 (12 754 (12
192 303 500 732 993 8 1268 14
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 (7 903 13
137 192 295 (10 378(11 461 10 545 11
137 221 354 508 681 (7 86113
124 175 267 (10 341 00 416 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-lT BRf1Q-1T 8Rfl4-1T 8Rfl8-1T BRF22-lT I 8RF26-1T
BRf6-2T BRflG-2T BRfl4-2T BRfl8-2T 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 1640 (15 1980 (1S
395 589 1135 1514 1893 2272
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
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DROP GABLE END TRUSS
FOR O.H. GREATER THAN 12"
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PANEL EDGES - NAIL
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BAYS (8 FT) NAILED TO
2x4 BLOCKING @ 4" o,e.
w/12d & 2-12d TO CHORD
""
2X4 SPF BLOCKING
BETWEEN TRUSSES
@ 48" O.C. MAX.
~
1
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5/8" OR 1/2" CEILING DENSE GYPSUM
WALL BOARD FASTENED W/ Sd COOLER
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8'-0" FROM END WALL @ 4" O.e. (lYP)
<:PT ~
PLATE
.
4 BAYS
GABLE END BRACING
w/o VOLUME CEIUNG
SCALE: 3/4" = 1'-0"
REV. 3/04/04 TH
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GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL
NOTES FOR WIND SPEED SPECIFICATION
_ 2X4 LOOKOUT RAFTERS @ 24"
O.c. W/ usp rt16
V 2X6 BRACE NAILED
C TO SIDE OF GABLE
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SCALE: N.T.S.
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DROP GABLE END TRUSS & LOOKOUT
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f J I II J I) I Jill / ') 3 " N
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IF APPUCABLE
2X6 BRACE NAILED c
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"' TRUSS CHORDS _____ c 7/16" MIN. THK. _
1/1\ 4'-0" IN LENGTH ""' c I ~ NAIL w/Sd COM. @
" OR GREATER V 3" O.e. EDGES & 6"
, '" (' / : O.e. FIELD
-< "ifJ( , V lad @ 4" oc.
I> /f'. ~ '\ , V GABLE TRUSS
";';TRUSS~~r-. ,NAIL TOPQf"T"
'/ " ~ TO GABLE TRUSS
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~ANNING (4) TRUSS I" ~ usp mtw12 w/
BA (8 FT) NAILED TO \ : 14-1Od x 11/2"
't BLOCKING @ 4" O.C. ~ '.
~ w/12d & 2'-11r2d TO CH10RD
NAIL TRUSS BOTTOM
CHORD TO 2X4 DEAD-
I I ". '~;"'.'-*l' WOOD w/l6d @ 4"0.e.
'" I ~ I I '~l '~ -
./
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAILS
2X4 SPF BLOCKING @
PANEL EDGES - NAIL
SHEATHING @ 4" O.e.
STAGGERED w / 8d
2x4 SPF CROSS-BRACE
@ 48" o,c. - NAIL w/3-
lOd AT EACH END & AT
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2X4 SPF BLOCKING
BETWEEN TRUSSES
@ 48" O,C. MAX.
.....
G.C. TO PROVlDL.
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wi APA RECOMENDATIONS
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.2:$.
-
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.
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..
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(lYPICAL)
GABLE END BRACING
w/o VOLUME CEIUNG
t7\
~-3J
--
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
SCALE: 3/4" = 1'-0"
REV. 3/04/04 T.H.
SCALE: N.T.S.
TRUSS NOTES:
45^
)
1. WOOD TRUSS ERECTOR SHALL PROVIDE 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.e. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL 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 lYP. TRUSS BLOCKING DETAILS
"
'" MINIMUM 2"x4"
I """-- CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
(3) 12d
VPER JOINT
~1 , ~1 ~.
~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN.
CONY. FRAMED RIDGE
MAY BE NAILED w/ MIN.
(4) 12d WHEN IT LANDS
NEXT TO PRE-ENG. TRUSS
I 4 \
~-3 ~'
--
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/ I \\EEN EA. ~U~I
I \ ~
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SCALE: N.T.S.
CROSS BRACING DETAIL (lYP)
PRE-ENGIN EERED
WOOD TRUSSES
...."'-
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MAX & EACH END ALTERNATE
I DIRECTION lYP. ---..
Z "\.
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OVERLAP TRUSS BRACING
\ -i AT lEAST ONE TRUSS
\ SPACE
6" OVERLAP
11
TB
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I
~MINIMUM (2) 16d PER JOINT
...."'-
.,
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SYP TRUSS BRACING
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AT 8'-0" "
MAX ~ .,.
lX ---- ""-
~ ~WOOD
i:- ~ TRUSS
1);.
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS lYP.
* SPACED AT 15'-0" MAX
--
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, S-3 I
SCALE: N.T,S.
TRUSS BRACING OVERLAP DETAIL (lYP)
r-
SEE r- A.~
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SECT. A-A
I X
.7 i-..
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T & B CHORD
~ W~CONC.MASONRY
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/ // BEARING SUPPORT
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-PROVIDE 2X4 MIN. BLOCKING AT
<i OF HIP/RIDGE, lYP.BETWEEN TRUSSES
W/ (2) 12D NAILS EACH END TO
TRUSS TOP CHORD
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
lYP.
WOOD TRUSS BLOCKING DETAIL (lYP)
A.A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING
.
~L7A
.
TRUSS
SCALE: N.T.S,
SCALE: N.T.S.
.
JACK
TRUSSES
HIP
G.T
(2) 12D NAILS -
AT 12" O,C. MAX
HIP/RIDGE BLOCKING DETAIL
REV. 7/18/03
3/4"=1'-0"
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-
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VERTICAL SCAB
2 x 6 #2 SPF 48" O.e.
W/ (4) lOd TOP &
BOTTOM
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COLLAR TIE
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BEVEL CUTS
/ (OPTIONAL)
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** ALTERN ATE SPAN RATED
32/16 PLYWOOD MAY BE USED
20'-0" MAX 20'-0" MAX
.X" BRACE: _~ CONTINUOUS E OTTOM CHORD
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CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @
THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR
2) -T" BRACING MAYBE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
lYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.e.
EACH DIRECTION lYP. U.N,O.
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TRUSS 4) END OF CROSS BRACE TO BE DEStG ED
FOR ADD'L 70 PLF UP & DOWN TOP CHORD
DROP GABLE END TRUSS & LOOK
RAFTERS FOR O.H. GREATER lliAN 1
FOR 12- AND UNDER - SPACE OUllOO
BLOCKS AT 24- O.C.
SEE STRUCTURAL NOTES A
NAIUNG SCHEDULE FO
SHEATHING DETAILS
.
NOTE: SEE PLAN DETAILS FOR CONNECTIONS ll-lAT
MAY BE REQUIRED FOR SHEAR AND/OR UPUFT FORCES
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ABLE TRUSS
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CRIPPLE STUDS 4) lS- O.C. BETWEEN
HEADER & TOP PLATE WHEN APPUCABLE
W/ SP1 AND SP2 TOP AND BOTTOM EACH SlUD
(2) 2X12 NO.2 SY? HEADER W/7/1S- OS8
SPACER UNLESS NOTED Oll-lERWlSE ON PLAN
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
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W/ SPl AND SP2 TOP AND BOTTOM EACH STUD
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UNLESS NOTED Oll-lER'MSE ON PLANS
BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
. . .
- (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING
UNLESS NOTED OTHERWISE ON PLANS
, ,
TRIMMER STUDS:
(1) REQ. EACH SIDE OPENINGS UP TO 6'-0- WIDE
(2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE
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TRIMMER STUDS:
(1) REQ. EACH SIDE OPENINGS UP TO S'-O- WIDE
(2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE
. ,
100 0 8- O.C. STAGGERED
EACH MEMBER (rY?
FRAMING AROUND OPENINGS SHALL BE
NO.2 OR BETTER SY?
SIMPSON A34 EACH END, TYP.
- DBL. 2X4 SILLS FOR WINDOWS
CRIPPLE STUDS 0 16- O.C.
W/ SPl AND SP2 EACH SlUD
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FRAMING AROUND OPENINGS SHALL BE
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NAIL GABLE TRUSS
TO PLATE W/16D @
4- O.C.
r SEE PLAN FOR ADDITIONAL
SECTIONS REQUIRED
1/2- MIN. DW CEILING
NAILED W/5D COOLE
NAILS 0 7- O.C.
4 BAYS
1/2- X 8- A.B.
o 48- O.C. MIN.
LI NTEL
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SCALE: N.T.S.
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NOTE: SEE PLAN DETAILS FOR CONNECTIONS ll-lA T
MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
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A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4H, WHICHEVER IS SMALLER, BUT NOT
LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 M).
COMPONENT & CLADDING DESIGN PRESSURE
(123 MPH, 3 SEC GUST, 2.1/12 PITCH, EXPOSURE B, HEIGHT =
o TO 30 FEET, IMPORTANCE FACTOR = 1 )
( PSF)
TRIBUTARY AREA
(FT ~
ROOF
WALL
10
20
50
100
125
(GCPI = +/- .18)
ZONE 1 ZONE 2 & 3
14,9 -23,7 14.9 -50.1
13.6 -23.0 13.6 -45.4
11.9 -22.2 11.9 -39,3
10.5 -21.5 10.5 -34.7
10,5 -21.5 10,5 -34.7
(GCPI = +/- ,18)
ZONE 4 ZONE 5
25,9 -28.1 25,9 -34,7
24.7 -26,9 24.7 -32.4
23.2 -25.4 23.2 -29.3
22.0 -24.2 22.0 -26,9
21.7 -23,6 21.7 -26.2
NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN
ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE
LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE
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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NOTE:
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SCALE: N,T.s.
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32"
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SCALE: N.T.S.
12
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1/2" P.T. NAILER I
1/2" DRYWALL
OJRTAIN NAILER ~
1 X 6 P.T. @ WINDOWS
1 X 6 P.T. @ S.G.D.
1 X 4 P.T. @ SIDE BUCKS
MARBLE STOOL
1 X 2 P.T FURRING
R-3 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
TREATED
CLEAN FILL
SEE FND. PlAN FOR
FOOTING SIZE AND
REINF.
~ ll'P. WALL SECTION
{ 7 'CONCRETE BLOCK
~ REV. 9/03 TH 6
SIMPSON STRONG TIE
UPUFT LATERAL
CONNECTOR
CAPACIll'
CAPACITY
335
335
335
335
150
115
400
NP
575
NP
NP
NP
META12
META16
META20
HET A20
H2.5
H5
H7
1040
1205
1205
1515
415
465
985
HTT16 4175
MAS 1005
HDZA * 2775
HD5A * 3705
HD6A * 4405
LUS26 1165/1125 **
NP
HUS26 1550/3325 **
NP
HUS28 2000 / 3585 * *
NP
MTS12 1000
MTS16 1000
MTS20 1000
Hl0 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 - 8D X 1 1/2"
18 - 16D X 3 1/2"
6 - 100 X 1 1/2"
(3) S/8" OrA BOLTS
(3) 3/4" OrA BOLTS
(3) 7/8" OrA BOLTS
TA14
TA18
TA18
HTA20
HCDP
HCDP
H02X
HTT16
FA3
TD2
TD5
TDX6
8 - 100 X 3"
TH026
20 - 160 X 3 1/2"
TH026
30 - 16D X 3 1/2"
TH028
14 - 1 aD x 1 1/2"
14 - 10D X 1 1/2"
14 - 100 X 11/2"
16-8DXl 1/2"
M1W12
MlW16
M1W20
RT16
* MINIMUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONL V
*** 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 PUBUSHED
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 W/
80 COMMON WIRE NAILS @ 4" O/C
J;
~ ~METALD~PE~E
~ ~ ~ Z ___ ~p~~ew&rX" O/C EDGES &. 8" O/C FIELD
-.......................... ............... CONT. VENTED ALUM SOFFIT
~ .............. 8" X 8" X 16" K.O. UNTEl BLOCK
~,~ W/l #5 DIA. REBAR&.
O.H. ~ FILLED SOUD W/GROUT
PRECAST "U" UNTEL
i"""'l SEE ELEV.
~(SEE S/2A FOR UNTEL
j, ~~ FILL CELL -1 #5 DIA. REBAR W/ GROUT
~ SIZE &. REINFORCEMENT)
@ ALL LOCATIONS SHOWN ON
FOUNDATION &. FLOOR PLANS
ALUM FRAMED WINDOW W/ SCREEN
~~
SCALE: 1/2" = 1'-0"
,
j. . J.
>.' ,
12"
USP LUMBER CONNECTORS
UPUFT
CAPACIll'
LATERAL
CAPACIll'
245
245
245
590
255
255
NP
NP
840
NP
NP
NP
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~~~ ;g ~ ~ ~~ ~
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t~~ ~s ~() a:
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ffi !a ~ :& i!: I
:t~ i!:~ ~~ I
1030
1520
1520
2005
495
495
1415
4290
1155
3435
4180
5235
1533/2553**
NP
~::.-...
~~
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---
FASTENERS
7 - 100 X 1 1/2"
11 - 100 X 1 1/2"
11 - 100 X 1 1/2"
17 - 100 X 1 1/2"
8 - 8D X 1 1/2"
8 - 80 X 1 1/2"
10 - 100
(1) 5/8" DrA BOLT &.18-160
6 - 100 X 1 1/2"
3 - 5/8" OrA BOLTS
3 - 3/4" DrA BOLTS
3 - 7/8" DrA BOLTS
N
~ ~~
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1825/3040**
NP
t7 ~,
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i- ON{/)Uo...~. 11:
NP
18-10D/
12-100 X 1 1/2"
18-16DX3 1/2"
12-100 X 1 1/2"
28-16DX3 1/2"
16-100 X 1 1/2"
2330/3965**
1030
1030
1030
1030
95
95
95
645
(14) 100 X 1 1/2"
(14) 100 X 1 1/2"
(14) 100 X 11/2"
16-10DX11/2"
NOTE:
CONNECTOR CAPACITIES
ARE FOR SVP. PLEASE
REFER TO MANUFACTURERS
FOR ADDITIONAL
INFORMATION.
LULULU
~(,9U
~~~
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6
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PROVIDE BLOCKING AT
BEA~NG ll'P. SEE
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g _________ 2 - 2"X4" TOP PLATE
~CONST. GRADE SPF
SPUCE MIN. OF 24" APART
SIMPSON SP 2 W/6-10D TO
S11JO &. TO TOP PLATE
2"X4" SPF S11JOS @ 16" O.C.
WISIMPSON SP 1&. 2
EACH S11JD
SIMPSON SP 1 W/6-10D TO
STUD &.4-100 TO BASE PLATE
2500 PSI CONe.
W/2 #5 DrA. RODS
MIN. lAP 25" (AO 318)
SEE FOUNDATION PLAN
>-
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PRECAST CONC SILL
8" X 8" X 15" CONe. BLOCK
~DECORATlVE FINISH
~ FTG. DOWEL #5 DIA. REBAR
~ :18" IN CONC. -25" EXTEND (AO 530)
~ = ABOVE SLAB. ALL LOCATIONS
~ SHOWN ON FOUNDATION PLAN
= - GRADE
/ TOP OF SLAB d"\
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J
V 1/2")(12" A307 A.B. OR 5/8"
SIMPSON TlTEN HD THREADED
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EMBEDMENT W/2" WASHER
32" O.e. MIN. 5" FROM END
'" W/ #3 PT SYP BASE PLATE
\ '. . I'
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~ REV. 3-3-04 AS SCALE: N.T.S,
UPUFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
1 (EACH CONNECTOR) EACH STUD - 535 LBS, PER S11JO
4"
,
16"
4"
-
.
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USP LST A30
W/8-100 X 11/2" TO BEAM
& TO COLUMN
~
(1) USP LSTA24 W/7-10D
TO BEAM & 7-10D TO COl.
SUPPORT COLUMN
BUILT-UP (3)2X4'S OR 4X4
(1) USP HETA20
W/tt-l0D 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.
8
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 SPEe.
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PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE SCHEDULE)
DOUBLE 2"X4" TOP PLATE
2"X4" STUDS @ 16" O/C
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" O/C
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 W/ 1 #5 CONT.
AND FILLED W / GROUT
1 #5 VERT. IN CONe. FILLED CELL
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MAIN SPAN ROOF TRUSS
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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.
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STRUCTURAL NOTES
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6.65/8" X 7" EXPANSION BOLT OR 1/2" X 8" A.B. BOLT MAY BE USED INTERCHANGABLY
6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 1 1/4" LONG MASONRY SCREW FOR EVER
(2) -10D NAILS
6.8 US? TA51 EMBEDED STRAPS MAY BE REPLACED USING US? KST248 STRAPS WITH 20-12D NAILS THRU
SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 1 1/4ft LONG MASONRY SCREWS.
6) WOOD:
6.1 WOOD STRUCTURAL FRAMING MEMBERS:
WALL STUDS
TOP & BOTTOM PLATE
BOTTOM PLATE IN CONTACT WITH MASONRY
I JOIST SQUASH BLOCK I
TRUSS BRACING & BLOCKING
FURRING & B.U.e. STRIP
-SPF STUD
-SPF STD & BTC
-#3 SYP PT
-SPF STUD
-SPF STUD
-#3 SYP PT
(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (FB)
PER NDS-2001 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI
6,2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR
LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST
EDITION AND QST-LATEST EDITION.
6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.
6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MINIMUM SHINGLES OR TILE
6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
STRUCTURAL NOTES
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1) CODES:
1.1 FLORIDA BUILDING CODE (2001).
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02).
1.5 "DESIGN SPECIFICATION FOR UGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE
INSTITUTE (TPI) LATEST EDITION.
2) DESIGN CRITERIA:
2,1 DWELLING FLOORS - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD.
2,2 BALCONIES - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD.
2,3 ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 PSF (7 PSF TIC & 10 PSF 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
.-DAEEt
BUlLDL'\G CODE Cmf.PLJA,~CE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MLUU-DADE COUNTY, FLORIDA
ME1RO-DADB FLAGLER ~l..lLDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANC~ (NOA)
CertalnTeed Corporation
1400 Union Meeting Road
Brue Bell, PA 19422
SCOPE:
This NOA is being issued under the applicable rules and regulations goveming the use of cons1ruction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rwes and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
tbe Authority Having Jurisdiction (AI'IJ).
This NOA shaH not be valid after the e~piration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the All] (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
perform in the accepted marmer, the manufacturer will incur the expense of such testing and the AlU may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRlPIlON: Landmark 30 (and-AR) (and WldeTrack QB), Landmark 40 (and-AR) (and WideTrack
QB) and Landmark 50 (and-AR) (and WldeTrack QB)
LABELING: Each ooit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statemcut: "Miami- Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in t1}e_applica_ble building code negatively affec1ing the perfonnance of this product.
TERML."'lA TION 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 orany
product, for sales, advertising or any other purposes shall automatically ternlinate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number prn:edcd 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 clone in its entirety.
L~SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
Ibis NOA consists of pages 1 through 4.
The submitted documentation was reviewed by Frank Zuloaga, RRC
fa
NOA No.: 02-1219.03
Expiration Date: 02128/07
,\pproval Date: 03/27/03
Page 1 of4
6, LABELING
6.1 Shingles shall be labeled with the Miami.Dade Logo or the wording ":Miami.Dade County
Product Control Approved".
7. DUlLDL~G PE~UT REQUlRE)1ENIS
7.1 Application for building pemlit shall be accompanied by copies of the following:
7.1.1 This Notice of Acceptance.
7.1.2 Any other documents required by the Building Official or the applicable code in
order to properly evaluate the installation of this system.
DETAIL A
Rake
Edge 55/81
CERTAlNTEED LANDMARK 30,40,50
All dimensions shown are in Incites
5 5/81
16114
"
5 5/81
27 112-
5 5/8 "1
33 118
Starter
55/8
Full
Shingle
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XOA No.: 02-1219.03
Expiration Date: 02128/07
Approval Date: 03/27/03
Pa~e 3 of 4
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ROOFl.:'\G ASSEl\IBL y ApPROY AL
FlLLED CELL W/
#5 VERTICAL
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Wj2" WASHERS
SET IN TYP.
FILLED CELL
MIN. 5 PER
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Cat~2.or'V~
Su b-Catel!orv ~
Roofing
07310 Asphalt Shingles
(5) 1/2" DIA. x 8"
")" BOLTS
Dimensional
Wood
:\Iaterfals
Deck T}'pe:
1. SCOPE
TIns revises CertainTeed Landmark 30 and AR (and WldeTrack QD), CertafnTeed Landmark 40
and AR (and WideTrack QB), CutainTeed Landmark 50 and AR (and "lldeTrack QB) Shingles
as manufactured by CertainTeed Corporation described in Section 2 of this ~otice of Acceptance.
CONT. WOOD TRIM
P.T. #')
SYP 2" X 6"
OVERHEAD
SECTIONAL
DOOR TRACK
WI 3/8" X 11/
STEEL LAG
BOLT WI
WASHER. MIN.
6 PER TRACK
TO JAMB,
FASTEN PT 2X NAILER TO MASONRY
WI 3/16" X 3" TAPCONS 6" FROM
ENDS AND 16" O.C MAX. FASTENING
TO WINDOW TO BUCK RESPONSIBILITY
OF WINDOW MANUFACTURER.
2. PRODtJcr DESCRIPTION
Product Dimens[omJ
2"x6" P.T. WOOD JAM
DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER
TYP. GARAG E DOOR
Product Description
Test
SpE:dftcatloDs
PA 110 A heavy weight, 247Jb/sq, dimensional
asphalt shingle.
PA 110 A hea'vY weight, 2641b/sq, dimensional
asphalt shingle.
PA t 10 A heavy weight, 2961b/sq, dimensional
asphalt shingle.
proprietary Accessory shingles for hip, ridge and
starter strip applications.
Certain teed Landmark 30 and 13 y.t. x 38 W'
AR (and WideTrack QB)
Certainteed Landmark 40 and I3Y4" )(.38 }l4'
AR (and WideTrack QB)
Certainteed Landmark SO and 13Y."x 38 W'
AR (and WideTrack QB)
Accessory Shingles various
TRACK MOUNTING DETAIL
3. EVlDEr\CE SUBl\IlTIED:
Test AgencI Test Identitler Test Namell{eport Date
Undervvriters Laboratories, Inc. R684 UL 790 04/02/01
PRl ~"phalt Technologies, Inc. pcrc-o 1-02-0 1 PA 100 01/12/01
CTC-006-02-0 1 11112/02
Undef\vriters Laboratories, Inc. 94NK9632 Wind uplift resistance PA 107 11130/00
02NK42448 11/08/02
2X BUCK DETAIL
SCALE: N.T.S.
SECT. OVERHEAD GAR. DOOR INS'TALL
SCALE: N.T.S.
4. LL'HTATIONS
4.1 Fire classification is not part of this acceptance; refer to a current Approyed Roofing
Materials Directory for fire 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 \\lith Roofmg Application Standard RAS 115.
5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115
5.3 The manufacturer shall pro'vide clearly \",ritten application instructions.
5.4 Exposure and course layout shall be in compliance with Detail 'A', attached.
5.5 Nailing shall be in compliance \vith Detail 'B', attached.
FIGU~E I: FLAe~ING IN8TALLATION
~,O:.'
U
~OA No.: 02-1219.03
EJpiratlon Date: 02/28/07
Approval Date: 03/27/03
Page 2 of 4
Flc;ru~e 3: CO~NER DETAIL
'ACC _N~ _~
AbFH..... T 6EAJ_ANT,
EXTEND HiN. Ol' 01>'
er$leE 0= FLA~i~
A.-LeHl'6
6' HI"'I<
DIYE"lTER
FlA<l"I'K'J
GALl(, '1..: ;_A&...NG
TY~ICAL.,
~1~G 1:f3.. T
DETAIL B
:;~IP EOG!
383/4"
12"-
14 3/4"
t
13 1/4.
I
J
1 -
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5 5/8"
Exposure
lANDMARK 30. 40. 50 (AND AR)
I..
383/4.----
~am"ll.r.. for 'ow and standard" slopes (foam 3.5:12 \0 21;12)
Na' between uP""" & 10""'" na~ fines.
12"- -4 14314"
I
5 518"
Exposure
FIGU~e 2: WALL FINle~
FLAe~ING INeT ALLA rlON
W~ERE ROOF MEer~ VERTICAL WALL
TEXT\..FED. I"A:N'ED
EXTEQ CR WALl. FIN'S~ ., ..;.'. ~.@:
" : :~: :.::.: ~.,::.: E: :~::d,~:;I:::r r.h i
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FLASHING DETAILS
LANDMARK 30, 40, 50 (AND AR) . WIDETRACK QB
(Low and Standard Slope)
f<<.UC~ET',
WN; ). t2 8LQPE
lH!QUHC M
",Lt, LEVa. V!\.I..EY
LOCAT1C'IS:
TtX"liREa. r '.0-.0 1
Ex""ER. '(0._.'.. n~;tSr<-
I
"',;)pt1N.T~E:D
SEI\t.,,\N'T -.pfS.IEO
eCl'liNO r~INQ
"'40 c:.^n:NC:~G"
Wl~:''Al.JIl\!.Jf''I..aO'ie.
vur.l(,;Al, RISE Cf' F\A')t';ING
Al KO-EEI'4"'Ll.
'..
~
FLASHING DETAIL AT CRICKET/KNEEWALL INTERSECTION
'''-''''''>;>'''''"'''.Fl.5"'''''0 (NO SCALE)
---- 38314"
;'oJ) E><~IC~
FN;W " AeCYE
ROO!'
Nailing art' for .,leep" slopel (l/Teat..l!1an 21.12)
Nill belwcCII bottom 2 nan fines.
12" 143/4. ...._-'.
13 114"
se,~_".NT
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I
5 518.
Exposure
CAU.<INCi
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NOTE: THIS DETAIL IS REQUIRED
AT ALL VERTICAl. WALL INTERSECTIONS
Win, ROOF VAlLEYS & ROOF CRICKETS.
LANDMARK 30, 40,50 (AND AR) - WIDETRACK QB
(Steep Slope)
END OF 'flUS ACCEPTANCE
9"'.
. .,
. 3~ .
XOA No.: Ol-1219.03
Expiration Date: 02/28/07
J\pproval Date: 03/17/03
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~I'\STER SIIINGLE APPLICATOR'S MANUAL
~
.........
LAMINATED S~IINGLES
WLR OBjECllFh':
To leam tbe correct procedure for illstallfng
Laminated sbingles.
LANDMARK' SERIES, WOO()S<APE~ SERIES,
LANDMARK~ 40 IR AND LANDMARK'" Tl
Ihese shingles are built Oil a fiber glass base to prolide a Class A
fire resistance rating. Wind \\'ananties are graduated according
to the product's "'arrant)' duration: ,\ 30-ycat sbingle prolldcs a 70 mph
wfnd warranly, a 4O-y(~ar providt'S 110 I11ph, a 50-year provides 90 1llph
and a Iimit('d-Iifetime dumtion is warranted up to 110 mph,
1\01E: The wind warrant). lnu'cases wbc'n f~tl'ned with ~L\ nails in
the common bond area in:;tead olwith four as foUo\\', (See F{(!1i/'e 15-5):
. 30-year increase$ to 80 ).>!P\I
. 40- year i nnl'ases to 90 \1 I'll
. 50-year increases to 110 MI'H
(Roofing cement Is nul required, eXCl'pt 00 stetl' slopes,)
* Woods{'ape and !.andmark shJngJes have the ir>l'taUer-friendly
WideTratk QB" feature, whJch prolides 1'/2' wide nailing area and
s\X>ciaily formulated Quadra-Bond laminating adbesive (lee Figure 15 -3) .
* Landmark iO IR - the IR stands for impact resistant - is spedally
manllfactured ,,'ith a reinforced fJberglass scrim to meet U 2218
Class 4 impact re,istance rating and it is also algae resistmL
:\OlE: LUldmal'k 40 IR must be inslalled OITr a clean deck (no
rouf-o\'\'rs) 10 obtain the lit211S raliug. Ilis strongly n'conHIlL1llkd
that impact resbtant cap shinglfs made from Xl ,10 IR shingles be
installed on aU hips and ridges. Some lnsurance CaJ.'1'iers may not
consider tile roof system as compliant to II 2llR Class t without
impact ['lo:;istallt cap .,hill~cs
Landmark TI, Ls uni<lue oc,,:ause its pau'ntt'd Tri-I.aminalew
design combil1fs three laycTs of malt'riaJ to prolide a dra111atirally
thick shingle with a wood shake ~tl'le,
WiID lhe exception of Landmark 11, closed-cut vallc'ys are preferred
by CntainTeed "ben applyil1g these shinglcs. Opt.o \'a! leys are
recommended when appll'iDg Landmark n; howC"er closed-cut
valkys a.re also acct'ptable. WOI't'U valleys are not recommended for
Landmark TL because the tJ'I.l.aminated shingle can buckle and
become damaged IIhen shaped into the valley. ~ails are requlrt:d a~
fa.sl~ncrs for Landmark n., staples arc no! allowed
SI.\J'\D.\RD OR STEEP SLOPE l:'\DERL\\MEXf: Shingle
underlaYll1elllo mec,ting ASTM Dtl>69 TnlC I standard~ is sugge~ted.
Ct'rtainTeed's Rooft'rs' Sdcct'". Shinglt'Fdt'~ or Root\l'rap' is
preferred,
LOW SLOl'fllii'D[RL\\m'il~ One layer of ~lnter(,uard" or its
e({ulvalentO, or tWQ lavers of 36' (915 mm) ",ide [dl shingle underlay-
ment lapped 19" (iSS mm) mu~t be appUed oYer the entire roof.
IMPORU;',r: \'10m installing LandMark TL on low slopL'S, one layer
of WinlerGuard or an equivalent waterproofing shingle underlaymenl
H8
Figucc ]5./0: '/Y!~.Cf]urse Di<"'''.md,llcrbod'" "liSl(/llaI0.~ Sd)(?In(/tic
For capping hip ana ridge. apply CenainTeed
"Accessory" sh:ngles of a like coior.
/
{f """''' ---"
// <~~~>;o- '
,\~ ~--
'-_/, 0.-
~~~\~\~ -
'\ ~~():. \'~
~~\~
,,~~-\ \'-">'~..
~~.
~--"'--~ Air Flow . . . .'
~~~~gh ~~~. ".:: .
Provide adequata~ ~~:..,
ventlla'.Jon undol ~.-..('(~ '
tile roof deck to - '\
prevenl harmful
condensation In
~'Inter ar.d heal ~
build-up In
sumrrer. \ ~
I
~:
\ 1\ I
I il I,
~
~-~
~
,-
-::
--'
. ~~\,'"
~<::.' "'~\ ~\ <;,\
\)~, '0<-;''\:,~~'-':>\\\~~
,,~\~'\
\ ......""""
......
...""
l.o'
....
,:.<
t
....
~
iB
,:.<
....
,:.<
....
~
~
;;,
,c
i
~
~
<Jl
~
J
~
~
.g
~
...-
::i
FASTENING
~
---
STEEP SLOPE
..........
1ST COI R."E: Apply a full shingl,. at the IO\l','r left C0111er of lhe
roof. ylake tbe lower edge and left edge ~e flush with tbe edges of tbe
slarkr COIJfS(' (Figure l5-8).
",,:'t. ~~.:::-;~,
~:"--':.:Z.f;e: \. \
. . \ \
~ ":;1.,'~1l). .\ .
/' . (\, \
. '\\/------\~\
\ .~,,\~WP:~. '~) \'-/=~;~
\\t;t,'-- . -,,,-~"~~ ~~-- ,10 '"
"'~ ,.. \- -- - ~ ~~:::..\ -- \
~-:\<'f. .- -- ~..::--,---- ~: \,r-f'.~___. \\ \
.- - , ,>>\...tt. <V..'>'~ \.GJ- " \
\>>~~... ~~ \};.-.;.,I......'+J. '\. ~~;I)'" ~ .' \ \
...... .~\~ . '1:~ l::.J:i~\"'" \. ~'\)\-", . \
~'\ -. ,0}' ..,'CPoS"'__
,-~, '~ :~, :--;.~,:';;
- - - ;;. '(J.~"",'.,. - n~ ~
T l- ;5 ,,, '.:.:;~-;::./
":,~,,.\ ....\, . ~~~ ., ,'t<~ ?~----
~}\ ") --~-----
. -#' I.JI, , '~ _ ____
.. \'~s. "~'~,,~ I II i---.:\ /--
~fi9.. '\ ,'" ~~, \,1\' I II
.,;.,~'''' \ 1\ \.
Figure 15-8: c1N"rillg tbe fir~.t 5 cour,;es rm a .\.tandard slope.
ONE CLEAN-DECK APPLICATION METHOD
FOR ENGLISH DIMENSION SHINGLES
~
FIVHOURSE DIAGONAL METHOD
(bSEVENS AND FOURTEENS")
PREP.\Rl1\G THE DECK:
. Apply underlaymt'nt as required. CertainTeed ,ugge~ts that a
layer (If shingle underlaymenl be applied, for lrt fire rating,
underlayment is generally required. Apply flat and unwrinlJed.
. Suap horizontal and \elllcall'balklines to assure shingles will
he corredly aligned_ E\p<lse all shingles 5" (125 mill).
LOW AND STANDARD SLOPE
ENGLISH DIMENSIONS
(se ~lx nails and four ~pots of a~phalt roolln!\ cement Cor every fuU
laminated shingle. See below. Asphalt ro<ll'ing cement should mc'Ct
.~STM D4S86l)'Pe 11. Apply l' spots of asphalt roofil1g celllt'nt und('T
each corner and at about 12' to 13" in from each edge.
TI[:C~
Sh'lgle
ilIlI'
Proper
Nailin~
mUbl he applicod oler the ~lItin! roof. Applying two layers of felt
shingle underlay men! Is not an accfptable aJteruatiYc to
Wlntel'Goard. One layer of shingle undertayment meeting .\Snt D 1809
applied ovcr the required \\1uJerGu;u-d I~ aL'iO r('Commended.
12" 12 12"
i -(305 Irrn)-" +- (305 I'Irr)-" -(305 mrn)- 00-1
ENGLISH DIMENSIONS
Crocked
-~ 1-1'(25rJrr) f(25rT1rJl)-"I-
~.
~~~~~ W2
U1der-
Dr'.en
D'ler-
Driver
f"i{iure 15.]: Pruper "lid imt>lYlt"''T nailing.
L!J()l
~
1/111'11 I "Wr(21(12)
; S~E~P
Slope Applicaton
Ir(a'I'J~ 21/12il
1 r 1....;J STANDARO
! ! i' '--.. Sloa~ ."r~'Ollon
I '-.,\"2 JD!O 21; i21
I L1B5l"\4I'2)
low Siope A~pliC2Jior (tl!k'l\ 1(12)
LOW- L 951(2/12)
~----- --- Do ".Of AP. p!1 Shlngle$
"I Below 2J1 Z Slope
I LO)"IO,12)
Figure 15-1: Slope defil1itiOllS_
*
Nail Area for
Low & Standard
Slopes
_ ~ ~.; u _ _
_ ~ . ,~ u _ _
I Nail Area for
Steap Slooas
lllE ROOF DECK. ~\rST BE If LE_\S"f: 3;8' (9.5 Illm) thick
plr,",,'ood, or '/1(,' (II mm) tbirk nou.veneer, or nomJnall' (21
nun) dlkk wO(ld ded'..
COlD WR,\TH!R nl.MXIES (lLL SLOI'I\S): Applying WinterGuanl
or Its cquivalent'" is strongly recommended 'I.'hcrcwr tbere Ls a
po~sibi!ity of ice huild-up.
HASHI"G: CCJ1Tosiol1-resistant flashing must be used to hdp pren'nt
leaks where a roof meets a wall, another roof. a chimney or oth<:r
objt'\:ts that pfllftra\(' a roof.
SE_Ull\G: Shingle sealing may be ddayed i1 shingles are applied
in cool weather aud may be funhtr delayed by airborne dust
acmmulatiol1. If any shingles have not seakod aikr a n'asonable
time period, hand sealing may be necessary.
C\rnos: To prevent uacking, shingles mllSI be suflklt'ntly warm
to ailow proper forming for l1ip~. ridges and I"alleys.
\HRR.\N'J'l: l11cS(' shingks arc warranted against manufacturing
defccts and cOI.t'red by five years of SureSlat1 protC(tioo, except
Land..\iark llll'hich pro\'ides len years of SureStU1 and includes
coverage for tear.off and disposal co~ts. &e the warranty itself for
,pecWc dc.tails and limitations.
FRONT
BACK
UNDERSIDE
OF TOP
LAMINATE
LAYER
~
s
'"
a-1!!!J~:g
e Ie'" ._~
I; !lS.a",
== :c~ .!.5
F("IIN 15-], IHdrrmcll QB~(etJIlJTr!S a lJ'id,'T 1!.Ilil arm Il1Id
e:o:tra-slrol/I( QUildra-lJond CfJnsll1!clioll
For technical questions. inlolmaticn on acceptable
alternallve application methods and malerials,
vr a cvpy vf the produclwarranfy, contacl the
SOUlces listed below:
YOUI sl,ppliel or roofing applicator
CertainTeed Home Instrtute
CortalnTeed Fax-an-Demand
CertalnTeed-RPG Technical Services
..{
./
./ ./
800-78Z-8771
80D-!l47-0057
800-345-1145
MHRI( DIMENSIONS
13" 12~!4" 13"
1-(325 mm)-.. -(319 mm)-- -(325 mn)-..!
- ~ 1-1' (25 mm) Sealant 1" (25 m)-j -
4.------L-f----
~~l ~ -~~ .~
METRIC DIMENSIONS
* WldeTrack QB
13' 123;_ 13"
1-(325 mm)-..--(319 mm)-"i-(325 mr')---l
.......
Rereast T3D-3 1" (25 mrrj-"I --
.~
-( r-r'(25111tr)
1'/2"- .
N3 lable r -
Area
f%1~~W2
~
-1'
(25 mm)
~
~
" \"'~ ~\~\
1: _~",\..""':i 0
t"~, ')...~
-; ..-::----\-
. ~~~...
~<l><l>'
----
\
\ ,*,,\..\~~
,\)1\\''-'"
yc:.
".:o"-t ~ O. ~j
~..\ ~ . "'"'
~'" , " 1:'':> 't~\"~-,,,,/ ~
'\:,\ ~. . '1." \. ~"".;:'~"'" .-?---"'" < ~,'t.O;
,-0,"'~ I ;y-- ---- \.s\.......- - ~ _ '-
. r- ~ ,\\;. ~ - ...-?- ~
\----\ ~ . ~x.:,,/- \~ \il-~ "<>"0't- \S
\ ~I --'" r;,"'~~ .~ !;;,\'V ,\ "r;,
\ 1'-. , .sr~'~" ., "'\~\ 'S'i!'\'
II \S<e i\' , ':to \,\ ,I(' \\ '"
\)-'"-~,,~ ~\:;.. ':",,-S-- '" -;;;?;':,.
...>c,1/ r;,\"" -'-rt- 's
<:J:; "''',"''~, ~\\'Y""
\
\:
~~<:,.'
,,~\\~'\
"::.<:,.~
2~D nIROLGIlSl1l COlRSES:
C_\lllO:'\1 Failure to foUolV instru(tion stt.ps 1-5 below ",ill bring
joinL~ too dose together a.nd may ca.use unatlra.dive pattel'1ls!
I Cut T off ~le lef! end of tlle first shingle and save tllls pit'Cc [or later
use. Apply the 29' long piece over iil1d ahO\e ~le first-cour;e shil1gle.
[eave the bottom 5' lab portioo of the firsl-(ourSe shingle e~p<l~~.'d
(figure 1.5 -8).
2. Cut 11' off the t1r~l shingle of the third course and save tbis for latt'f
Installlhe 22" long pit'Ce o,er and ahove the sec(Jnd-cour~e shingle.
3. Apply tbe prcviously reruOl'ed 14' long piece OWl' and ahove tlle
tllird-course shingle.
4. Apply the plTliou~ly rcmuvl'd 7" loug pkce from tlle :;<.'cond
cour~e ol.t'r and abo\'e the [OUl1hcollrse shingle.
5. Install a full shingle against the right edge of each shingle in
courses one lhrough five.
CO'fn~ll~G IP lHE ROOF:
I. Bt'ginning again with a full shingle, rept'at the five-course patlt'rn
tip tbe left rake (figure 15-10 - see B 0/1 Page 111).
2. Fill-in courSt'S at:rnss the roof in a sh'pped cliagunal fashion using
full shingles (F(f!,ure 15-/0 - set' ,1 alld 8 on Page !fi). Do not
run courses straight across.
l)U'ORH,,"\"f: Do not align joints of shin~es c!os('r than 31/2" [rom
one iU1olher.
13';2 13" 131/2'
1-(343 -mn)-'" +-(330 'T1m)-.... -(343 mll1}-"1
* WideTratk Q8
_13'/2" -...'_113jf -... ---13'r2"-~
(345 mT1) (299 nn) (345 mm)
+-10'/2'-"1 1_101/2"-
(265 10m) I I (265 mm)
LANDMARK n
1"(25rnm)-"j -
. ..
~ ~ f%1 ~
-"'I-l"(25mm)
Figure 15-6. Standard ,lope ulider/apnmJ and "Iarn:r drip edge dl'/ails.
:1 {25rrm).~ ~
SHRlER COrRSE:
1. l"se Certairifetod Starler (pre-cut 10" x 36'), or use ,tandard three-
tab self-seallng shingles lI'ith the 10ller 5" tab portions remol"ed to
prolide starter shingles that are 7" in heif:ht (/"igure 15-7).
-... r-1 (25mm)1 J
1 I I I Release Tape I
Nail Area ,
rO(Sl')o3Pl,.~' . ~
1'-... I_
. "
(25 mrl) 1 - - - - I
L______R~~!i11tCel11ent.
figure l5. t- l'~ fOllr Iwilsfor ea>r)Iu/J sbill[;1e
~ fa
-1"
(25 rill)
I 36'(915rT1'l1) J
I' Full LenQ't - I
L - - - _ ~~~'~ __ _ _J-;foomc
r '] ""1
IRe 11 0 V e 1 I h e 5 e 0:10 r tic n 5 :
~_____J______)______.
Figwy' 15-7: Make ,tarter <IJillgks by 1l'!r1ol'ing the Iou',!/' 5' tabs.
2. For ule first slartt'r, cut 7' [Him ont' side of the slarter shingl"s.
3. .~pply the 29' piere to the IOIlTf left COl1lfr of the rouf. ~1aJ.;e surt'
there is 1/2" ovt'rhanging the rake~ and eaws if drip edge is beiJl!\
used. If you are not u~ing drip edge, make the overhang V4".
4. lIse full 36' long, 7" wide starter shingles Cor Ihe re~l oC lhe COUt'>C.
F(~ure 15-5: r:,e si.'l naiLs ll/ldfOllr -'pots of
a-,phalJ r{)()fillg cement Oil sleep ..lopes.
(,.~n10~: Excl'Ssive use of roofing c~menl Gm cause shingles to hlister.
(.1J;/ptc>r 15 C B R f\ 1 ~ n II U S It I S G I.E \ P P LI C H 0 R' S \t .OHlH
1 _---~
1ST COl RSE: .l,pply a fuU shingle at the luwer Idl COfQt'r of the
1'0<,(. Make the lower edge and Idt edge lie flush with the edgt's of the
sla11t'r COlll'>(' (F(~III'f3 15-12).
_1<;::;:::'''-
",,,,,'f> _~.,--........
~~/\,
~ ~,<}.",,~ -e\ \
1\:\ . -----'~\, .. \ \
\~. --_/ \. \ \. \
~\ ,,\ "-
.. .' . . ,"~\,~., \\--,,-
~\ '0",,,,,,, .--. .
~ ~~'~'. " """,..,;:o.\),~. \)(-. . .-
'M.~' \~. ,,' ,~~> , _ .~~ ,\
w~ \' __-:---, ,,\\~""~ \ \
\. <,;!j>\"~ \;",l,'- ~\ \
\.." 'Y~ Ii:$<\""\>::~ '~".., .' .
\, ' '$"'~ c...:... ,l~~'''':i~ c '\
~:'C~~"" ..",l, ",,,oS"
\~ -,,"- '~,",,~,
\ <.l' ...~. ,~~:~ :-::~--:-
,,---- :1"';'~--"-- ...,~/
\\'1li',..~+~,..:}. ,/ r- ~~
\'.'14",' ~~.\Io.'. ~/----
~.1~.~'~.'~~'~'" ..!;;:~~
f>c~c.-!,';~ ~'.... ~/~
~ i::'~~" -- ~./
..\';;'~'"~'-t'\. '1' _
.,,"1>." .-"".... 1\ I ~
:-~...~"':...~::'.{,'~ ~ l \,
~.;t.' \ II, I,
Figure 15.12: A/P(vl/lg tbe jil"6l 5 ('our,,'$ ojJ/etrlc dlmc/I..<knt
Sole: l1Je ll/milk/,.k 1L di/lfen,kms differ (see ill.\lrudiU/Is belom)
--
....-'~
-~-:~.;."
I
I
~/ I
..-
-::
J
I
--
......,.~...
i ~~
2'iD 11lROl'GH 5T11 COlRSES:
CAlTIO~1 Failure to foUow inbtruction steps 1-5 below will bring
I<,lnts too close together and ma)' cause ullattractlve patterns'
j .. I
1. Cut 5 ',1;" off the Icft l'nd of the first shingle and save this pi('ee for
Ialt.'r use. Apply Ule .U 1,1\' (341'"F" for Lallllmark TI.) long pk'Ce ol't'r
and above the first course shingle. Leave the bottom 5 ;/8" tab portion
of the Or.;l,collrse shingle exposed mSIi/'e 15.12).
Z. Cut II h' off tbe flrsl shingle of the third course and save tIlis for
laler. In~tal1the 27t/2' (28'/i' for l,Jndmark ll.) 10llg piece Ol"t'r
and ahOle the "~cond-cout'l>e shingle.
ll,pply !lIe previously remon:d ttl/j' long piece o~er and aboye the
third-course shingle.
4. Apply tbe previously removed 5'/8" long piece fJ'Ollllhe second
course over and ahove the fourth.course shingle.
5. Inslall a full shingle against the rigiJt edge of each shingle in
courses onc Un'ough five.
CO'lTlI\\.;l:\G lP IlIE ROOF:
I. Bc'ginning again with a fuU shinglt', ITpeat tbe five-course patlel1l
tIp the left rake.
2. Fill-in courses across the roof fn a stepped diagonal fashion u~Lng
full shingles. Do not run COUMS ,traight across.
l\tPORH_\"f: Do flO! align jo1nts of shingles doS('r Ulatl 31;2' from
one another.
<t
F(!!,ure /5.11: Hif:!.bli,l!ht ofe/osed-cril mlky deiCII"ls
lil
Cbapterl5 CIlRT.\1"\TEllO Sltl~GLR \PPJ.1CHOR'S M\~tL\L
Cha{iter 15 C E R T H :'l TEl! 0 S If I :'l G LE H P L I C.U 0 R' S ~t.\ ~ l H
139
110
..-..
..........
CHIMNEY flASHING
ONE ROOF.OVER METHOD FOR
ENGLISH DIMENSION SHINGLES
---
Metal Step flashIng
~-
" '.,'
f'" ,:,':' tt
2"(50 Ifl11) -' ......... 7
M;nmum :..' %ornm)
'1- -i Millirmrr'
3'(75 mn)
\'\Inimurr
---
PREPARING THE ROOF
SURFACE FOR REROOFING
Flgut"e 15.13: Step flasht IIg minimum di1l/et!st'ollS.
. ~{ake the sllrface of the old roof as smootb as p<l~sible by 1't'placing
missil1g shingks. Split antlnail flat all hudded.. raised lah, and
curling shingl,'S.
. lis a good idea 10 cut old ~h!ngles back flush to the fakes
and ea~cs.
. We suggest that FOU apply corrosion-resistant drip edge along the
rakes and eaves, covering the edges of the old shingles. Tbis will
provide a uniform and straiglltl'dgc thai \liIl help pn'lent waler
[rom seeping undc'r the shingle edges.
'''OlE: l;se 7 '/R' or morc for ~letric dimen.,ion and
!.andMilJ.'k n ~hingles.
Fold down ....
COljnter Ilas'lrg
over 5t'ID flashing
"NESTING" COMBINED WITH THE FIVHOURSE
DIAGONAL MlTHOD ("SEVENS AND FOURTEENSN)
fi~-~ ,-:::=:=- --
c:- ir-- c--- :J[Yi1( .'. ~I\ ~_~~
===""J-_ =-:-- - ..' . .... . .2."/ .
-=" ~ '.' ...... all
. .1:. ........'L (~,J/!II!!)
Counter) ~ J~;..:.t'7~'~/::/~-
FlaShing l /~- - / .
(Z' ~;
-:.-=_::.::. ____ I. . I
/1. --- - I
~~~~=}f---- ..
----r--
J -----
\
I\OlE: Nesting i! pre[uwd ()I'er 'bridging" method~ wben reroofing
because nesting shc'ds water he~1 and look.s belter. '\t':>ling, as
described below, Is all easy appUcatioo 0\"('1' square-tab a,~pha1t strip
,hingles \I'lth a 5" expo~ure. U you are COl"erUl!\ a differeut type or
size shlngle, you may net>d to cut hack tbe tabs so that nesting is
p0s:;ible. To L10 this, simpl; rut off the It'ading edge of ;dl old shingles
when they are lapped less than 21;2' by the new shingles. Ihis permiu
a nat nested applkatlon that avoids lifted edge~ and slumps,
- F3S'en
F1ashilg
To RODI
-----
Ii
~,,0~~~( 5i~~'-'
,,'\....7)': ~, k---...... -.. OUrs: ~~
',~v '-.. , e
." -........~.......... <'t~... '!'~
~.. (.o~~rC'
<- ... -,~... v'\7C:' -'-,
".<,j". $"'-'''''' ~~~:UZ<C'
(~7 'v '/"'v .( -..
~ /~( q.?7 --.t........ ,~?/;O' (.:.. ~ ~
'Y --.~, '''''/rsa
<:::- .7'. '0"
_ --'0--... If _ ("z.,O . --'_
-~ ~~ 00) ~17l), 'Sf c: - ,
--- ~~--_ fi., -ou-:<6'
r----~:s ~~ S(,-?,& "
i ---........::----~, '..... ~ C'c?v"-S'e
I ---_~--... ......_
--
'o/O'/?, -
". 00,'
'Z--
r=:==-=:C"J ~D---
rL. ---- ,..--~
r~I.k.~~~ "f T-I. I~
",,;,..~b, ~~1~ -L--,!.
~ o.-R_ I..",,12 j- ~
-__ ~ J~[.~. . .-: bl-~
. 57? ~~J~f':1:~ ~~ I/r-
'T CL7l!: -------~---- ~
~-ZLr-~/77
/"Y-. .~ J
- - -- -~A"
Figure 15 -15: Fire-Cour.ve DiI/b~lIlal, .Vi'sled.
SBRlER COlRSE:
I. Remove the ~bs iil1d the top Z' from slandard sdf-Sl'allng
shingles, leal1ng 5" by 36' strips.
2. Cut j" oll'the length of the fl~ strip, apply the 29' rt'maining pi('Ce
over tbe old first course al the lower left COfUer. overhangiug the
rakes and calcs 1;~' iJ drip edge Is used, or 3,/1" if DO drip edge is
used
3 Continue with full-length ~tal1er shingle~ alon~ tile eaves
'.(7.77 -. .
-ZZ'zLf
]
.s:
Figui'e 15.14: FlasNII/? al'Otilld a cbtmney.
1ST COlRSE:
t. The first,course shlngles are made of full LandMark shingles with
2' cut olf the bottom o[ the tabs.
2. Align the Orst-course strip~ witb the left and 10ller edges flusb
with the slarter ('ourS('.
IH
lit
Cbapk>rl5 CERHI'lTBEU SHI\GLB \PPLfCHOR'S M\~lH
Cba{Jtt'T15 CI!RL\I:'lTl!BD SIII:'lGLE .HPLlCHOR'S ~U:'lU.\L
2:\0 THROI (;1{ 51H Wt RSIiS:
There ar~ 24 thn'e-pif.'ce uoilS in each SludOl' Ridge hundlp,
pl'o"ldlng i2 ind.lvidual cap~ that will co"er ,10 linear feet 031/4
Unear fel.t. Metric) of a hip or ridge Earh English din1t'nsion c;lp
piece 151Z' by 12' (Metric caps are nV4" by 9%") and fe;lture~
clipped corncI> on the bOltom edge of ule c\po,ed portion.
\OTE: Ea('h Gtp has a layinglalignnH'nt notrh at Ihe top edge to
center the piece on the ridge line, and two nlltrhes au each side
to indfc;lte the (,(lUer! t:.\posure and shadow-line placemtlnt
(Fig/lf'c 15.19) The side notches of the cap b('in!\ appUed should
he aligned II ith the top edge of the pn'yjously applkd cap.
CAUTIO'll Failllre to follow ills!ructiun stq"lS 1-5 bduw will bring
ioints too dose togetf1l'r ,md may cauS(' unattrartil"e pauel11s!
I. Cut 7" off the left end of the fit>1 shingle and save tbls piece for
latcr LIse. .\pply the 29' long pi('Ce owr and above the first course
shingle. For this and all succeeding courses, aligu the lOp edge
of the shingle to he applied with the hot(oll1 edge of old shingles
in the next COllfSl'. E\posure of first course only is reduced to .".
2. Cut If' off tht' fin1 ~hingle of the third course and save thLs for
later. install the 22' lon~ pIece owr aod above the ~econd.
course shingle.
3. Apply the prC'lously remoled I f' long piece oler ilnd abo\e the
third-cour,e shingle.
1. .\pply the pn.'\iou~ly remol't'd 7" lung pit'Ce from the S('(ond
course over and abOl'e the fOU11h-course shingle.
5 Install a full shingle against the r~$t edge of each ,hingle in
COlll"S<.'S one through fire. Rel1lcllllwr that course one shin~lc~ arc
only 10' vide.
\PI'L1C\T10:'i IS .\S rOLWWS:
I .\pply shinr,Jes up to the hip or ridge on both sides, then trim
nush.
"OTE: rhe Ia.sl comse of shingles should bave an e\posure of
5'. ('i'/R' for nll'lrlc) or less I\IH'n the shingl!' fap or ridge vellt is
fastt'ned in place Otherwise, a potential water [t'ak could Ocrur at
e.\p<lsed shingle end joints. The figures used in this scrtion iUustrate
Ult' ;tpplir;tliOI1 of arn.'Ssory shingles orcr a rirlge 1'\"111; Hpplicatiol1
directly to the roof deck Is I.el'\' similar.
t
Notch for
Ce'ltering
12'
(305mm)
'-, / -.
Notthes for Alignmenl 10
the Top Edge of the Previous (' 86 )
Cap for 5' (125mm) Exposure . Imm
--.!.
,2'
3051111") .A" / Apply Ove<
r-' (. ~,/' StarlcrShH1;jle
6:~
1 I
I I
11";..
'.-{18Oi1Y(1) ~.' /.?-
I. ~,"/I,y"
1 ''111'~1;''.1,
~~ic
L.-
, Starter Sh"'9Ie
English Dimension
W"Tl:\lI"G lP TilE ROOF:
I. Begiunil1g again 'l.ith a full shingl!', fI'pt'atthe fhe-rourse pattern
up the left rake.
l. Fiil-in courses across tbe roof in a stt'pped diagonal fashion using
full shingles. Do not run cour~es straif:ht across.
IMPORT.\!'iT: Do not align jllints of shiugks clos~'r than 3 t/I" frolll
one anotber.
//
---
+- 97/8' -1
(250mm)
_ 415/16'-. +- 415/16'-
(125ml'1) (125mm)
r
:
~Iotch for
Centering
'\
~
ONE ROOF.OVER METHOD
FOR METRIC OIMENSION AND
LANDMARK TL SHINGLES
F(~w'e 15 17: Appl)' a filII rap sbins;l(' on'l'iflt' ,t<lrlo'l' pi('('t'.
j7ush u'ilb Ibe hvtlum alld ,)'ide edges (triM star/ior
13t/4' " / !
(337mrn) , 1
[. Notches for A1lgnmenl to 75,S'
the Top Edge of tf1e Previous (1oo'TIll)
Cap for 5518 (141mm) Exposure t I
_J
1 Install {<IpS bc'ginning at the bottom of a hip or at t'tther end of a
riLlge.l,pply a starter pi(('e that h.lS the bouotll 5" (5'/ir' [f,r
mdrk) rcmoICd (Figure 15-l8). Fa"ten lhe ,tat1er \lith 11"0 nail,
locat('d about 3' from the I'ake edge, and i" in [rom each side
edge. Make ,ure fastenl'rs llst'd to apply caps penetrate at least
~/4' into or thl'ough the d('CJ.;lng.
'i01E: To assisl in proper .ilignment when ridge vent is not used,
SHap a chalk line parallel to the hip or ridge along the line Iyherc
the side edges of tbe cap SllUJ[\1es should be.
3 .\ppl~' a full C,lP shingle 01"('[ the Sl<U1er (Figure 15.18), and plare
fa.<tmers al 5"'J,' (61/1' [or II1L'trir) up frol1\ the ('\po,l'd IXlllol11
edge and I" ill from eafh side ~aJls 11)1l~t not be exp(lscLl on the
finished roof.\llnail heads m\l~t he driven straightluld must not
('ut iflto the shingle surfare.
12" -'
'4'-- (305rT\[!"I) ---I .
I . ~"!;'"'i/:'; LaYlrog Notch
~1fZ~(:'I II' .'.
(~/i/..;.
I I I
I
I I I
S' (125n1rT') I 1-1'-----
E><pOSUI~ I . . .,
.--- \ .. 'i/ .J;.{. I
---
The sllme ml'thod used for dean -dc'fk application of these shingles are
used for roor-ow~_ Applkatiol1 of thrse shingles UfN' Engli~h dimen'
sian shinglt's is nOIl'ecommeuded - due to the h~l\h co~t of workman-
ship ;md gre,ut'r risk of \\"orh'r erl'Or.
Metric Dimension
..-...
Figurt' t5. 19: Eacblhado(/.' Ridge ;"bingle bas a Celllel'!"lIg /lo1<:b and
lu'o sidl'.align1llelllllOlcbe.s 10 1~'1p I'I/sure pmfX'I' pl[/(l'/IIe/l1
HIPS AND RIDGES
.........-
SHADOW RIDGE- ACCESSORY SHINGLES
FOR HIPS AND RIDGES
~'hadow Ridge slllngles bave an aec(11fed shadow line that Ls designed to
l'ttmplement these ~hingles. Simply folLl along the pre-cllI lines and
detach indiYidua! cap piet'es. Save valtwble instaUation time compared
10 rutting .;-tah shingles.
5'(125[(1[11)
E><pOS~
~
-
I"~~
~;~~~s&*~:,.
, ~
~
flgu!'!' 15-16: Sbaduu' Ridge (f('cessory ,bi/lgu!$ detach rasl.!y from
1/Jrf't'-plet'l' unit$ to make ~2 indtttdlla{ cap ptcces
~'~~~''<'\~~..'~~. .~~,.C:;'''I~''<'~''',:",
"~"~"""~" ", '<<;;..~"
"~,%",&",~: ~~'" ",' "'"
'4'~'fiIj~.:i..,~~ ~~.
PWk~'Yh:':s.... W,J...-.....,v..;..~)
l
Figure l5.l8: Install cap shil/gle.~ at their coJ"/'rct PXpOS/IJ"f'
11IIt! ,y,!\..,. i1Ii fi{jt",!c1's.
rt.l!!lre 15.20: C.<#? la)111R nolches 10 (<:IIlet" ,'/ril/!:I.'$ on bips and
ridge.<. (md to locale the CIII'1'f'Ct P.lj!O.l"lll"f'.
ChllPlo'T15 CERHISTI!ED SHI~GLE ..\PPLIC,.\TOR'S ~U~l'H
O)(/I)li'r /5 C E R H I ~ IE E [) Sit" G L E .\ P P LI C H 0 R' S MOll H
...........
ONE CLEAN-DECK APPLICATION METHOD
FOR METRIC DIMENSION (131/," )( 38Y,")
AND LANDMARK TL (13W' X 40")
SHINGLES
---
FIVHOURSE DIAGONAL MlTHOD
(S~." AND 111/4")
PREPAJU'\li TIlE DEtK:
. Apply uoderfayment as required. ({,rtalnTeed sllggests that a layer
of ;;hingle underlayment be applJed. for l L fire ratiog. undt'rlay-
ment is generally reqtlirl'd. Apply flat and unllrin.kkd.
. Snap [halklines to assure shingles will be corrl'ctly aligned.
E\pose all shin~es 5'/~' (143 mm).
STARIER COlRSIi:
I l!:<e Cl.Tlainf{'eu SliLrter (pn~-cul 10" .t .~8h'), or thrrc-Iab sdf-
sealing shingles with the low,'r tab portJons removed. Be sure thai
the starter shin[\1es are at least 7'/R' in heig,htlrigure 15-9).
b. Slac" c S Ii '" ], 51.[."
-------------.
- .. . ... 'r ..... .. ... "1 -..... ... -
1 Rem 0 y e:1 I h e s e P:' crt Ion S :
1_ _ _ _ _ _ ~1_ _ _ _ _ _)_ _ _ _ _ _.J
F(i,'Ure 15-9: Mil!..'!! slar/{T shil/f<li'$ tlxl'"re 7SS' "/I[l(!lgbt.
2. For the first startt"r, cut 5 ;i8,' [rom one side of the starter shinglc's.
3.l,pply the remaining plc'ce 10 the lower left cornt'r of the roof.
~lake sUJ.'e thHe is 1/2" overhanging the rakes and eaves If drip
edge is bdng used, If you are not using drip edge. make the oYer-
hang V\'.
4. Cse full lCII),,'I.h starkr bhingles for the r{'~l of the course.
Ht
CONTOURRIDGE"
-1'
!
i
111/2'
(292 mm)
r
8114'
1210 mm)
I
1.
:.--- 12.
1305 mm)
-,'
,
'"
foided Edge (front of cap)
figU!'(l15.21: T7.I<'1'C at"e 30 cap shingles !l()r bundle ojContou/'Ridgc tbat
com't 20 linear .fi~.t rif bip or rtd/{fl a/ all 8" I!.'lpoSI/Jl!.
APPLI<ATION IS AS FOLLOWS:
I. Install the firsl cap at the eaves [or hips and oppobite UIe prel.a.iling
wind [or ridges. Fa~ten with one nail appUed on each side of the cap
shlngle 8 V4' back from exposed end aud I" up from the 10ll"er edge.
2. ,\pply the ot'xt cap ,hinRJe so the folded front ed~e cov€,rs the
sealant stripe resulting in an S" e.xposure. Fa"tcll with one nail
applied on each side of the cap ,hingle 8 %, back from t,\posed
end and I' up from the luwer edge. Fasteners uSt'd to apply raps
mu~t penetrate III It'a,s1 3ft" into the roof deck or complt'lely
Ulrough.
~~~" ~ " ~
\O-..&: ~Nait
~ ~"'- -
\ _ ~ 4~III1'\IIl
~----,\ \
1;4' o'!erhan9
16 mm)
Fig 15.22: TUe extra exposm'C Imd tbtcklles.s ofeolllou/'Ridge enhances
the I'ooflines and safes (nstal/tl/{on lime.
3. Conliuue In the same fashion u~ing the st'alant ;;tripe as a gauge to
install cap shingle.s at an R" e,po,ure.
us
146
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L\lrORI,\.,'iT: For ded,s 3/4" (19 mm) thick or thicker. nails must go
at least Vi" (19 mm) into the deck. On thJnner deck!<, oatis must go
at least 1,18" <32 rom) through the deck..
~ail~ mu~t be 11- or IZ-gauge rnofing nail~, e(JlTosion. resistant,
with at It'ast ~;g' <9.5 mID) head.~, and at Ie;J:;1 I' (2; rnrn} long.
Landl,lark 11 requires nails alleast II/~' long
'__131/~" - "';-9' -'" __131/2"-",
1 1345 'Tlm) I (230 mOl) 1345 11m) :
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(265 nn) i I (265 nm)
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~-"~i
Four laminating adhesive strips fOf a stronger bond.
'-13'.'2' -~ _113/4"'''_131/2''-~
(345 mm) [299 mm) (345 rnrr)
.10112 '-"'1 1.-101/2"
[265 Tm) I I (265 m)
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Description
Single
Single
Single
Single
Single
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D81-222
FINAL ANCHORING OF A WOOD FRAMf: UP TO 5'4 X I)'S
SfNCl~ IN SWING UNIT WI'NO S/OELlTES
PRODUCT ACCEPTANCE No.: 051222
l'.T
---1 ra" , 6"-1 r-
f ~@ <b ?:tJ-
r "'-.' D'
-(i) (i)-
30"
B--f
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.r'E'
30"
-(j) (i) -
~f
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::@
h0" CV (i)1-
_ W 1/1"[' 1/~:J l-
~I
3 1110 x 5/6" fV,T HUD
4 710 x 1 3/4"fUl HCID
5 1110 x 2" f'V,THlN)
7 1110 x 3" PHIU.JPS FV. T H(N)
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HIr HlNCE DETAIL
=~IS~ro
Ii/HCt. .NHI . Ii I@ SCRf:'.(. lMT
lit lJUl) ~ OF A ~ SI:H:W
NIO A 'C1J SCM:fI PVt SCROI 5GHWJ\L
.
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sa L.OCJC LtFa."j,
INSTRUCTlONS -'~
V"<D
.,.
"r LATCH DEtAIL
N~N SlOOJT( IS A1T,lGHfl) TO
I.,,\TCH JNII use 118 11..1 3/4"
~~~~:m$CR(W
~t OF # CD fROW $dlEW SCHEDUlL
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RARR!fJ'-f'Ra
n.ruhold
Size: up to S'4 ,,6'B
Product Atetptuu No: DSI.221 .
lns~' {wood jamb} CanIlguration:
2'0 2'4 2'6
+80 -80 +80 .80 + 80 -80
x. OXO, XO, OX
2'11... . )'()
+SO -~J +,~O -80
+W -60 +(...~ .(,()
+56 ~7 +50 .~~
~SO -6(J ..SO .(,()
Sinfle Opaqut
W/Sidclites
Sint1c Ola;../Jd
WiSidclilcs
(lJQo\' doollQt meet M!$sil.: Impact)
To:st' 210.19S7. 21CJ..2024
+7S -80
t<< .71
~.71
WI. by: Nan VI Plastics/ PlasItro
lilinp\on. NJ 070J9
NAN Y A PLASTICS CORPORA nON I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWlNG: Opaque and Glazed
Max Door size: 5'4" x 6' 8"
DESIGN PRESSURES
OPAQUE
Door Size Pres.sure.
2'0" x 6'8" +80 -80
2'4" II: 6'8" +80 -80
2'6" x 6'8" +SO -80
2'&" x 6'S" +SO -SO
3'0" lC 6'8" +SO -80
DrawlDlI! 1#
99-01
99-01
99-01
99-01
99-01
De8~ri~tlon
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
Test
ASTM E-330.90
AAMA 1302.S
ASTM E283-91
ASTM E)J 1.96
TESTS
DtscrtlldoD
Uniform Static
Air Pr cssure
Farced Entry
Test LocatloD
Natiooa1 unified Testing Lab
Orlando. F1aida
National Certified Testing Lab
Orlando. F100da
NatiOllal Certified Testing Lab
Orlando. Flocidi
National Certified Testing Lab
Orlando. f10rida
Ted Date
11103/1997
04/0111998
11/03/1997
04/01/1998
11/03/1997
04/0111998
1\103/1991
04/01/199B
Air InfillratiOll
Water
Penetration
Product Ac~cptance!Labcl No: DSI-221
....
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t
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8
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i
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GLAZED
Door Size Pressures
2'0" x 6'8" +75 -SO
2'4" lC 6'8" +64-77
2'6" )(6'8" +60.71
2'S" l( 6'8" +56 -67
3'0" x 6'8" +50 -60
DrawlD2 II
99-04
99-04
99-04
99-04
99-04
Desuiptlon
Double
Double
Double
Double
Double
2'8" l( 6'8" +50 -60 99-04
3 '0" x 6' 8" +50 -60 99-04
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - DDI-224
FINAL ANCHORING OF A WOQD FRAM[ UP TO 6 '0 x 68
DOUBLE: fNSWtNG UNIT
PRODUCT ACCEPTANCE No.' 001224
4"TYP.
L-
rf-
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3 10 x 5/S" PffiWPS fUr HVoD
4 10 x 1 3/4" PHIUJPS rLA. r ;v.[)
5 10 x 2" PHilLJPS fUr HOD
7 10 x 3" PHlwPs (LA T HVoD
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- [7' ASTJUC.H PLATE
NAN Y A PLASTICS CORPORA lION I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWING: Opaque and Glazed
Max Door Size: 6'0" x 6'8"
DESIGN PRESSURES
(].
L-
f- f- ro
12"r~. I ~
12" TYP. 25 1/2".
t-f-
12" TYP. ~ ~f
t-f--'
12" TYP. 25 1/2".
12"t,f- &-~f
t-f-' I
12" t:. 25 1/2".
12"TYP~ ITE
L f-:' /-.!,s.'
[l
$
0:
c::-., ~~
INSWiNG THRESHOLD
L-
4"
rf-
12" TYP.
f-e-.
12" TYP.
f-E--
12" TYP,
f-E--'
12" TYP.
f-!-
~"TYP.
t-!-.
12" TYP.
t-f-
12" TYP.
Lf-:'
:F
J:'
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25 1/2"
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<~",)
cr- ~
BI\8RI[R-fRIT
TI"uh<lld
Size: up to n x 8'0
OPAQUE
Door Size Pressures
4'0")(5'8" +74 .82
4'8")(6'8" +64 .70
S'O" x 6'S" +60 -66
5'4"x6'8" +56-61
6'0" x 6'8" +50 -55
Drawinlli 1#
99-08
99-08
99-08
99-08
99-0S
DeKriptlon
Double
Double
Double
Double
Double
GLAZED
Door Size Pressu res
4'0" II: 6'8" +74 -74
4'8" x 6'8" +64 -64
5'0" x 6'8" +60-60
5'4" x 6'8" +56 -56
6'0" x 6'8" +50 -50
Description
Single
Single
Single
Single
Single
OPAQUE
Door SIze Pressures
2'0" )( 8'0" +99 "99
2'4" x 8'0" +89 .89
2'6" " 8'0" +84 .84
2'S" x 8'0" +78 "78
3'0")(8'0" +70 .70
Dra~'ln 1#
99-01
99-01
99-01
99-01
99-01
Connguratlon: XX
CertlfylDI florid. Enelneer
Tut RellOrt 1# aDd LlceDM Namber
210-1987-1..; 'I Barry Portnoy
210-2024- 't,r,(, P. B. No. 16258
210-1987-L z,J, If' Barry Portnoy
210-2024-~fj~ P,B.No.16258
2 I 0.19 8H z.},y Barry Portnoy
2. 10-202'H~rh. P. B. No. 16258 (
210-19B7-/,1,1't lJarry Portnoy
210.2024'~_.l'J1.No. 1625L-
~/~ MPf.~.
Test
ASTM E-330-90
AA."M 1302.S
ASTM E283.91
ASTME331-96
TESTS
D~rllltloa
Uniform Static
Air Pressure
Forced Enll)'
Test Loc.tWlI
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
Natlooal Certified Testing Lab
Orlando. Florida
Tut Date
10/03/1997
04/01/1998
10/03/ I 997
0410 11199 8
10/03/1997
04/011199&
1010311997
04/01/1998
Test RellOrt 1#
210-1993
210-2024
210-1993
210-2024
210-1993
210-2024
210-(99)
210-2024
Air Infiltration
Water
Penetration
Product Acceptance/Label No: DDI-224
DrawiDI! #
99-06
99-06
99-06
99-06
99-06
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - D8S1-226
fiNAL AACHQRING OF II WQQD F13NJf UP TO 5'+ )( 8'0
SINGLE iNSWING UNIT W/WO SlOEUTES
PRODUCT ACCEPTANCE: No.: 085/226
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IOtlOJ $(lQJ1t~;.ao TO
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H $11llI(t PI..-~.';.NO I 4 Sf;;RCfi
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Product Acctpuact No: D8SI.226
lnswinc (wood jamb) Coo!iCW1llion:
20 2"4 2"6
+99 .99 +8'1 -8'1 +34 .&-4
Single ()pequ.t
WlSidcli1eS
Su..,le Glozed
WlSideli""
(D9ot 00es Q<>' lllOdl Mi..ik Iml*'t)
feU 210-~14,4.S.6.1<1.I1.12
+99 .99
W&. by: Nan ra PllStiu I Pta~
Livinlslon, NJ O~l~
+89 -89
X. OXO. XO, OX
2'1 ) '0
+78.711 +70.10
+5n4 ~.Ol ..5<)4)
+78 .n +70:70
"H.l4.64 0 I ..5<) 4)
+ 8" -84
NAN YA PLASTICS CORPORATION IPLASTPRO, INC.
DISllNCTlON FlliERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWING: Opaque and Glazed
Max Door Size: 5'4" II: 8'0"
DESIGN PRESSURES
Single w/sl 5'4" x8'0" +53 -64 99-01
Single w/sl 6'0" )( 8'0" +50 -60 99-01
Configuration: X, OXO, XO, OX
Ctrtll'yllli Florida Eoeloeer
and Llcen.se Number
Barry Portnoy
p, B. No. 16258
Barry Portnoy
P. .E. No. 16.7.58
Barry Portnoy
P. S, No. \625&
B4rry Portnoy
P:~~ftf
Tut
ASTM E-330-90
AAMA 1302.S
ASTM B283.91
ASTM E331.96
TESTS
QexrtDtlOB
Uniform Static
Air Pressure
Forced Entry
Test LocatloD
National Certified Testing Lab
Orlando. F100da
National Certi tied Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Floc!da
NatiOllal Certilled Testing Lab
Orlando, Florida
Air Infiltration
Willer
Penetration
Product AeceptanceILabel No: D8SI.226
DeserlDtlon
Single
Single
Single
Single
Single
Single w/sl
Single w/sl
Test Dale
04/01/1998
04/0111998
0410111998
04/0 UI998
GLAZED
Door Size Pressures
2'0" )( 8'0" +99 -99
2'4" x S'O" +89 -89
2'6" l( S'O" +84 -84
2'8" II: 8'0" +78 .78
3'0" x 8'0" +70 -70
DrawiD!! #
99-04
99-04
99-04
99-04
99-04
Description
Double
Double
Double
Double
Double
5'4" lC 8'0" +53 -64 99-04
6'0" x 8'0" +50 -60 99-04
DOOR LABEL
PRODUCT ACCEPTANCE
NUMBER - 08DI-228
FINAL ANCHORING OF ^ WOOD FRAME UP TO 5'0 X 8'0
- DOUBLE INSWING UNIT
p~ODucr ~CCEPT^I-/CF: No. 080'276
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SCREW S~
3 'lOX' 5/8" PHtl..UPS F1..AT HW
4 10 x 1 3/4" PH~ FUT Hl,).()
5 10 x 2" PH1lLPS FUT HW
7 10 l( 3" ~ FUr HOoD
--t
t!
sa tbot "rll 1-
"'Sf1lUCT1ONS'''~
-4-
"C' UTeH DETAIL
,,~
I\) ~~
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~~'I \.) ~ ~ '
lftiC ~v ~'-.
~%~
lfoISmv:~
NAN Y A PLASTICS CORPORA lION I PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
OPAQUE
Door Size Pressures
4'0" II: 8'0" +99 ,99
4'8" x 8'0" +89 -S9
5'0" x 8'0" +84 -S4
5'4" II: 8'0" +78 -7S
6'0")( 8'0" +70-70
Connguratlon: XX
Test Reoort _
210-2024-
4,',6.10, II, \2
210-2024-
4.'-6,10,\1.12
2\0-2024-
4.'.6.10.11.12
210-2024-
4.'.6. \ 0.11.12
Certif)'lol Florida Eo&lnetr
aDd License Number
Barry Portnoy
P. B, No. 1625_L_
Barry Portnoy
~o. 16258
BarTy Poctnoy
P. B. N<l. 16258 =t
Barry i'ortnoy
P. B. No. 16258
f
a.~ I, (IV
ASTM E2SJ.9\
ASTM B331-96
Tut
ASTM e.330-90
AAMA 1302.5
De~rllltloll
Uniform Static
AIr Pressure
Forced Enll)'
AIr Infiltration
Water
Penetration
INSWING: Opaque and Glazed
Max Door Size: 6'0")( &'0"
DESIGN PRESSURES
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Drawlnlli 1#
99-08
99-0S
99-0&
99-08
99-08
Description
Double
Double
Double
Double
Double
GLAZED
Door Size Pressures
4'0" l( 8'0" +99 -99
4'S" l( S'O" +89 -89
5'0" l( 8'0" +84 -84
5'4" x 8'0" +78 .7&
6'0")( S'O" +70 .70
Dra~inl! #
99-06
99-06
99-06
99-06
99.06
0)
CO
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LO
I
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TESTS
Test Loutloll
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
National Certified Testing Lab
Orlando. Florida
National Certilled Testing Lab
Orlando. Florida
Tut Date
04/01/1998
Test Reoort 1#
210.2024.
10,11,12
210-2024-
10,11.12
210-2024-
10.11.12
210-2024.
jO.II.~2
04101/1998
04/01/1998
0410111998
Product Aeeeptance/Labtl No: D8D[-228
Certll'ylDI F10rlda Eoglneer
and Uceue Nllmber
Barry Portnoy
P. B. No. 16258
Barry Portnoy
P. .E. No. 16258
Barry Portnoy
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. = ...... SPACE MAX.} ~mT BE ~T"TAOiED TO 1'HE SUt<$TAATE W1111.V\.v;Er4 116 I\OtiESlV! CAVIJ( OR 8) ALlINS11\lLAllON A~101lS MUST BE l"oAOE Of CDAAOSJOlI Rl'SI51,&.'CT
Y ........ ~ APl'ROvtD E'~ A/'1'U(A11ON Of W\.Kl.M 1,6 AOIESM CAlJU( ~T flW,t( SILL ~ST l.v.lERlA\.S OR HAIlE A COI(ROSJON ll.ESIS1ANT COATl~ N'PLlEO SlJITlaf FOR
----==rr=1f - 11!< 11 (X)Ml'\.Y I''ITH, SUolMT "'.A!'IU! ALT1.fl:ER'S l(fU"1/olPICA1lONS. THt ENVlRONME'lT ANOjOR fMMltiG Iwrt~ WliERJ! ANCHO~ P-~E USCD]N
r- ,_ct "'.::::/ 1 l) use stuco. alto ,\,dl,\'U<: CAW( ~ PtlUr1EitR 5(Al AAOlJMl El("LlOOl Of' P1lESS\Jll.E'PP!stR\'ATlVE 1 PEA TED WOQf) illE WOOO SlJPl'UElI Sl1AU DE
STUCCO - - ~ Wll-lOOW FlANGE /1M) TO stAI. HEADS Of L~"'-lA1lON fA5reM:I~s. CO~lTEO FOR RECOMME~TlOO OF i\'lo101lS COl-U'AnllLE WITH NE
8t OTfj[RS illl ') FlOlUDA EXl1\JC~RS 1000 StPJES I<*JZCJlotTAI. SlIOtIl IS SHOMI. PRESSlJI\E.PREstR\iATlve 1REA1'MelT 1'ROCl'SS U5f(),
. ll"d_ S) ,^,I~OOW 'RANE MATtR1Al: IIlUMlMJl4 AllOY 5063- 9) ALL naD SlJPl'UED I-tOlES 1/01 THE rRA/olE (IF REQiJ:kEtJ) I'<1l1. BE 3/IG' IN
F!:RIME-rR I ~ - ~ *'1101 AS RE~'O OWlffiR
CIWlK I ,---. <-- (SlE N(li[S) llli A"I01ORI!,;~9!:tlliS1RUCTl~~ 10)1'IQOC$CRE....'SSfWJ.~lEETANSleI86.101MENSIONAlRtQVtP(/o100s.
BY OTHERS '--- I !lUCK 11) IF WOOO ,(NOS TO SPtlT, Pilf-OORf Ha.fS AS F<JlLOWS: t8 WOOO
\.IH f.--' HEIGHr) GENEUIJ ~EW '1[8" (IIA. PllOT i10lE &. 'la \IKXlO SCREI'f. 9/64' DIA- PilOT riO\.f
(VL\iDO'W -I ,1\ -. v A 6) ""-!l AnAOl~le.'lT Of '101Hl1l\!C11J1\Pl ONE i\'IllUCl( IS 4' fl'.QM !:AOi COI\.~Ell. AND (AA TlONAL ["'51G~ Sl>1:UFY.... TION roll. WoXJO CDNSTRUC1JON).
.ll:ICiI<T) >--i[3' fLIIMJE l.f'[ ill II" ON CElom.1I. USE A I1MDtIiEO "T.""-!l' W1111 A 009r OlAMfT~A.'iO 1:lJ1r If.'lGTH
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ISH NIlTES, r-' . lENGTH 13/4' EJellEOt>'E"T) ell ~l\'/oLE~. WOOO B\Ja)l
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, 9 '" ' llY OTHERS NOfHTRUCTUAAL ONE IlY \'1000 BOCK (NOTE i). use A 3/16' OIA TN'l'E!\
~ - CONCRETE SCREW OF SUfflOEl<T L111. TO ACHIM MI~. EMIl€DMEI<T OF I'V."
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I 1 GlAZING !If:AD f'lAMjE Hf1: Si'ACE k/le I' 13) SEE SHeET 2 F<l1t TPJ'PER I:'IST/lllATION P-~ LOCATIOO own, LE1TI:ll
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SILL 3116' DIA T APPLR -~. 14) TN>fU (M.IIt) CONCP.fTE SCf'.I'W MA'JUfACTI.I~EO BY POWERS FlIS1tNlNG,
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~ ______ I'IIGIll Vl'lYl SiRO'lG-Tlf) CA!'IllE SU8STIT1JTcO WITH THE f-QUOWING llM11ATlONS K:JR
'q . . -~ Gl. ~z ING li~AV !\- -: rHE HOPJZON1Al SUOINiJ WINDOW SIZE D24, D2~5. D2S NtO 026:
Ii i ( r (( rill' I 'II Gl.ASS ITYP.) /' ~) IMfAlt. 1"'.c AOOlTlOMl. FASTENeRS 11'1 HE'AO 0\01:R OiAAT
I (SEE 'lUTES) -.\ I f REQUrRE...,t'liS..TlOCATJONSA....~OD,
CAUU< Bt t"'E('1 " J q <:7 IS) All REI".A.lNING r ACrORY APPUEO INS1 AlLA TlON r ASTf.NER I-tOlES NOT
Io'I'IDO... [LANG!: " USl:O FOR Tt\l'l'LR CO'iCF'.ETE SCREW INSTALUlTION SHO\.IU) 6E FIllfO WI111 IS
8. PRECAST S Il L .---J,';.'. W WOQf) SO'.EWS OJ' SlJFFlOE.l'IT l TH. 10 AAOVlDE MIlt. Si8 IN. EMllI:tlNENT INTO
'JIVLilKE~ lie. SECTION A-A C"'J< BtTuEE~-- W(XX)IlUck.
ADHESIVE CAUlK PI:>EC/lST SILL "'^' .~---
OR APPROVE!) EOl, B'f O'liERS '" INOC" FLANGE J .10 WOOO SCIUW (WITH STRU<:lIJAAL TWO 8Y WOOO 8l/O(}l
~ ",'roll BUCK po
I"A 1,/,,/. l
A ftRrME:H:R ~ 16) ""HeRE WlIlOOI'f JS I~AlLEO IN i't'<SClNP.Y OPEl\'I1G WITI1 A STIlliCTURIII.
C---'l D 'C!'UlV S-l"~O l' ~.... ,,"""" .. 0 """""
c ~ ...._ mv 8'1 .<vuv 1lVCX, u'SE II..",,~ SCRI:WS 1)\1'15181861) Of SUffIOENT
B BY 0 [c'ERS BY OTHERS LErK;~'1 TO AOiIM 1.3i8" MJ:'l. EMseDME_'lT INTO THE nvo BY W'XJO BlJCl(.
'" '" 7) WOOO
-r-E ' _+-, ~("l". ho1u "I h1. H) CAULK 9ET',i!:EN 1, 110 SCR(I'-/S SH-'ll ElE INS1/lU.ED ~T /lil F/lCTOIl.Y iII'I'llEO
, F' It F '''J~ w . U ",OOD lltXl( " l.'lSlAlLAnON r~Sn:NER ilOlf LOCATl<Y'lS. -
I ~ ~ J ,~"i\""" SECTION fiAS'Y: OPEN1NG l8)WOOOSO\EWSSHAl.l'iOT6ELo'StOTOFASTElCASSEHf!LYI~TOrrlE['iO
,@? ~~ ~ A.lf~.. 8-8 llv O'HtRS GAAlNOfI'/OOO, {SEESHEtTHOfl.CONTNiJAT'Kt<lOfNOTUl
v_rei ~ f- H'l Li';~ (4:",-;;e.:i;;;.<""'",.. HEVI DESCRIPTION DATE INI FLOI-)IDA E'X'fI=>UDERSINTERNATlONAl, INC
i ~:'. ~ JIft. ~, B I'C()fl~CTlO 1Y?O 'lQ1!'10 I' 0' R 'A " ,," . 20~O JEWETT LANE
BBl' J . _. '.., ~ - I' a. 1 S ~'lO Cf...w.;EDt I 01 0 '" Cl:1<MC><'"f !7 ~'ZATlOI< NO. 9lJ5 SA~F'ORD I"t.oRIDA
l ..jtJI~ 'li -""'''ZJ..1oJ ,LOCATION ON .....'CHORS 'I'ITLE; INSTALLATION DETAIL VI TAPPERS
i J v .. \~' '<~ Il' mc.:.. ~ f l~~~. 3, 20 /"~D 30
~- II! \~ ....J ~~,.,~... -~t~~7. - - HORZ. SLIDING FLANGE WINDOII - SERIES 1000
ELEVATION I '''I "'~. ..,....',...../'.~ C INi.D,./OOOEC"tOlt~J'.lle/19/0)?JA DR4.WN ay:BB IAPPll.OH:D BY:RJA
A ~ G: "" tt:fflJII,. \.";'/ I N.>DEO t.o'E , !r 7 ''>
VIEWED FROM EXTERIOR "",,,...-:$.;-" iONE 8't' BX, c.ou--ou' DA1E:I2119/03jSCAIE NTS JDlfG.: rLEX0020 SHEET I OF' 2
ONE BY "'OJD {:- CONCRtH' (Jll CALilJ< llrTio'HN
B'JC( BY cniE~S~~ \ MASO'IRY 0l'('1.71Na ~ \01000 B.JCl< l
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CAULk !l[T'~ttN I
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, 101000 YUCi( b / 1"11.' MIN,
.. 4 Er BE Ol"ENT
17,' . .. ~ ~ t--___..NS1AltM1ICN IINC:ld'l
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STUCCO I,~ c
BY O:HEP!; _.;. _ Sl-',I" "S RE~'D
Sf 1/4' >',AX.
f'E:Rl~tTER (SEE 'f<.llES)
c,olA.i(
at OTHERS
IMPOA.TANT INfORMATION & GENERAL NOTES
These notes are prLlVided to ensure prtoper in'jtaJlation lJ FUida Eltrvdcss Mlk'Slur'e
products and mli>l be folio'''''''' fully.
,&.'lt1lOR iNStAI.IA'10!'l1t;B}1LJC1~19.!'c~@~n
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CENEAAL (CONT):
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.6. ONE 8'1 '..001l lNSTALLATllJol MiCI-!C~
lC_" Jlt(;K BY O',~t~'.i 3/16' D:A. T APPtR --. l> I) SHIM AS REQ'O. AT EA01INSTl\IlAnON ANCHOR WITH lOAD BfARING SHIM, MAX.
lNO- ( (, ~ n (~<D1E L2> AUOWAlllE SHIM ST ACK TO BE 1/4".
~11M ...s RtQ'Jl. ~, 2) USE SlUCO~IZED ACRYUC CAULI( BEHINO WINOO;'l/ f1.ANGE AT HEAO 1ljAj.18S.
1/4' I'A)(' ~ -............ 51ll MUST BE ATTACI1EO TO 111E SUBSTRATE WITH \lUllI.EM 116I\DHESI\IHAUU( OR
RIGl D VNyl \SEt 'Ie T E S) ~ "<:' AN>ROVED EQUAL API'lICA TtON OF WU<EH 116 AOOE51V! CAlIlJ<: OR Af>I>ROVEO
(TV?) - ~ EQUAL AT FAAME SILL f.1UST COI,1!'lY Wl111 Sl:A1ANT r-'NMACTtJRtR'S
GlAZI'!G BEAD '"------- -- ~ \7\" :-1' __... ~~I~~~~~:'ACR'ItlC CAULK f<)R PEPlMETER SEAL MOUNO EXTEf!lOR Of
= <:7 Lt\ WINDOW FtA"K>E AND TO SEAL HEADS Of INSiAlIAT10N rASTlNtRS.
m?YSH ,~M;~ ~[I n 4) FLOftlOA ExTRUO€RS 1000 SERrES SI'iGt1: Hl.tlG IS SHOWN. nus PfdNi ALSO
~ APPlIES TO THE FtORIOA EXTRUDERS 1500 ANO 2000 SfJUES SINGlE HUNGS.
rL/I~'( TYff __--- 1 ~ 5) W1NOO\V rRAME MAilJI.:Al.: ALUMIN'Jr~ AllOY &003.
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".'rI n OTHERS /
C..lNl1C',; '.l1IfH'~: 6) i'Wl AT1I1OiHENT OF NON-STR1JCruAAl. ONE BY El\)()( IS." FROM EACH CO'd'IER
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'JlJOD BUel< .. - L[;,\ LENGTH (~18' EMu(Of~ErfT). A 11AAOCJIIED "t'lflSONRY flAIL' WIlli A ().l18" DIAAETtR
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BY OTHERS STRVCT\JAAl aucK.
& 7) APPlIES TO All NON-STRUCT1JIW. B1.JCKS LESS 111AN 1 1/2' MoorS$. NOT
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l' NOt11MAl. (3/4'1iiICI() AND lESS nv,'i 2' NOI~INAL (lItE' 1iilCK) WILL PEQt!lP.E
L\ NAJl LENGTH SUff-1UENT TO MEn O>lll[DMENT REQUIREioIE!'i1'S Of NOTE 6.
LQ 8) AllI~TAllAllON ANCHORS MUST BE fooW)E Of CO~.oosIOI'l RESIS1ANT
MATER1Al5 OR HAVE A CORROSION RESISTANT CClAllNG APPUEO SUnA.BlE F<JR THE
ENVlRONHENT ANOlOll. FRAMING MAltRlAL. WERE III'i01ORS ARE USED IN
p;::e;su;::e-PRES(R\,AIIVf TREATtD 1'10<)0, TlJe.MXJO SUFi'l..lER SI4AU. tie
CONSUL TEa FOR RECOMMHIOATtON OF AN010RS COI~PA netE WITH TlJe
PRESSURE-PRESERVATIVE TREAn~E,'IT PROCESS USED.
~l All f'lElD SUPPUED l'<OlfS ll'l THE fAAM!; (IF REQUIRED) Will 6E )fIG' IN
DlAMETtlt
10) WOC1O $(:1\"""'3 SHALL MEET ANSI BI8.6.1 C)]/~ENSlOML ~RfME~
II) IF 1'1000 TENDS TO SPUT. PRf.llORf HOLES AS r<<LOWS: i8 WOOD SCl\t.V-
1/8" DIA. PROT HOle & 110 WOC1O SCREW, 9/64' DIA. ~rLOT HOlE (NATlONAl
DES1GN sveGF1CAll0!'l FOR WOOD CO~SlRUC11ON).
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I.MPORTANT INfORMAnON a GENERAL NOTES
TN:si! notes are 1J'O"16ed \0 et1S\Jre proper instalial:ion of flo(Ida Extr\Jder1 ~tlleslOh8
produl.-ts and IlMt l>e fOllowed l'ulty,
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CERllllCATE Of' A./n1O/11z;'1lO' NO. 91~ SANFORD FLORIDA
TITLE: INSTAllATtCN DETAIL \/I.a SCRtllS DR NAllS
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I
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STUCCO ~
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#8 SCRE\J VOOD <T'(P. ---1
VHERE TAPPERS ARE
NOT REQ'D, - NOTE 22)
L SLIDING GLASS
DOOR FRAME
HEAD
SECTION A-A
""'-TEMPERED
GLASS <TYP.)
&
CAULKING &
REQUIRED
(SEE NOTE 2),
CAULKING AT FASTENER
HOLES REQUIRED
(SE.E NOTE 2),
\
SLIDING GLASS
DOOR FRAME-
SILL
'-'
'-'
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4
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L INST ALLA TlON ANCHOR
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<NOTE 17>
CONCRETE OR
L MASONRY OPENING
BY OTHERS
t>
INSTALLATION ANCHOR
!l8 IJOOD SeREI..' \o!/PlASTlC
ANCHOR (TYP. VHE.RE
;).. TAPPtRS ARE NOT REa'D.
m SEE NOTE 22)
LIBERALLY APPLY
CAULKING UNDER SILL
DR SET SILL IN BED
Of' CONCRETE (SEE NOTE 2),
SHIM AS REQUIRED (SEE NOTE 1).
\
SHEA THING
BY OTHERS
SHIM AS RE'Q'D
(SEE NOTES)
r CAULK BE TVEEN
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k
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/\
STUCCO
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=-dO I ""'"
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OTHERS
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DOOR FRAME
HEAD
~TEMPERED
"" GLASS
<TYP,)
DOOR
HEIGHT
&
CAULKING AT FASTENER
HOlES REQUIRED
(SEE NOTE 2),
CAULKING &
REQUIRED
<SEE NOTE 2),
....
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SEE NOT E 20)
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3/16' DIA, TAPPER
(NOTE 15)
CONCRETE DR
- MASONRY OPENING
BY OTHERS
&
LIBERALLY APPLY CAULKING
UNDER SILL OR SE T SILL IN
BED Of' CONCRETE (SEE NOTE 2),
SHIfoI AS I<:EGlUIRED (SEE NOTE D.
SECTION A-A
DOOR
HEIGHT
t
MASONRY INSTALLATION
--.-114' MAX, SHIM SPACE
1 114' MIN,
1--- - -EMBEDMENT
~ ONE BY ~OOD
V- BUCK BY OTHERS
~ (NOTE 11 S. 1~
\ CAULK BET~EEN
q ~OOD BUCK ~
\ I' .......-:-- MAS'Y, OPENING
~ BY OTHERS
.v !-----f----- SHIM AS REQ'D,
__ (SEE NOTES)
l'\~ I:STALLATION ANCHOR
3/16' DIA, TAPPER (NOTE
I ~ ~CAULK BETVEEN
~ DOOR FLANGE
~. B. \./000 BUCK
PERIMETER ____."".. '-
CAULK BY CONCRETE DR
OTHERS ...... MASONRY OPENING
BY OTHERS
---- $,G,D. \"IDTH -.....
STUCCO
BY OTHERS
.6.. CONCRETE OR
ill --- ~ MASONRY OPENING
2X4, 2X6, OR 2X8 \.IooD --., .d BY OTHERS
BY OTHERS (NOTE 6)
, d
u
INSTALLATION ANCHOR _~
#8 \.IODD SCRE\.I <TYP,)
(NOTE 23)
(ANCHORS SHO'*,N IN SAME
PLANE FOR CLARITY ONLY,
HOOI< STRIP ANCHOR HOLES
SPACED 2' APART ON 1'118' MIN.
OPPDSITE FLANGES) '\ t EM13EDME~T .
<TYP.) c1
SLIDING GLASS DOOR ~ d ~
HOOK STRIP 4
ri-- 1-- \ ~ 1:..~c1 ,", ...;> ,
17) l/..__ "'" -=.. 3/4'
TEMPERED GLAS7 ,.... r ~/-'- t
(TYP) '"
~D STUCCO
\ BY OTHERS
~ // L SLIDING GLASS DOOR
INTERLOCK
HOOK STRIP DETAIL
IMPORTANT INFORMATION &. GENERAL NOTES
MAX.
.d'
CAULK BET\.IEEN
HOOK STRIP 8c
\.IOOD BUCK
~
SECTION B- B
These notes are provided to ensure proper installation of Florida Extrudef1 Milestone prodlJcts and must be followed fully.
GENERAL INSTALLATION INSTRUCTIONS
A........
1) SHIM /4S REQ'O. AT EACH INSTAlLATION ANO-IOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4".
lOAD BEARING SHIM AT SrLL MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPlETELY ENCAPSUlATED IN
CAUlKING OR SET INTO WET CONCRETE.
2) USE SIUCONIZEO ACRYUC CAULK BEHIND DOOR FlANGE AT HEAD & JAMBS. LIBERAllY AWl Y SIUCONIZED ACRYLIC
CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SrLL RISER AND
CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALUNG FASTENER AND AROUND HEAD AFTER INSTALIAT10N,
3) use SILICOtiIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRlP & 8UCK
FOR POCl<ET I)()()RS.
4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.
5) DOOR FRAME MATERIAL: ALUMINUM AllOY 6063.
6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOCKSTRIP TO BE SECUREt Y FASTENEO TO TRANSfER THE LOAD TO Tl-IE
& MASONRY, CONCRETE O~ OTHER STRUCTURAL SUaSTRATe PE.R FOC, SKHON 1701.4.4.2 AND THE ENGINEER OF RECORD'S
DETAILS.
7) FLORIDA EXTRUDERS 1000 SERlES SUDING GlASS DOOR )S SHOWN. THlS PlUNT ALSO APPl1ES ro Tl-IE FtOIUDA
EXTRUDERS SOO AND 2000 SERlES Sl1DLNG GlASS DOORS.
B) WHERE "X. REPRESENTS MOVING PANEl AND "0" REPR.ESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE /tS USTED
ON Tl-IE ANCHOR INSTALIAT10N OiART.
#
#
&
r,
B B
&
A.......
EXTERlDR ELEVATION
2 PANEL DOOR SHOWN
(SEE NOTES 8, 9 8. 10)
N
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!~
~~
~~
~,,\\\\\\,\,~
~ 4t Nrl,t);~~
.... ...~~~
I.~j '~'~.". \\ REV D.ESCRIPTION
't,. ~ \ B REViSED NOTES I, 2, J. 6,
! \ ~... 11, 12. 13. 16.22. 23 &
~[~ 31 mo ADDEO AND/OR
.. ~.u7 }'~ !"'J REVISED RELATED
.. . r.f'I".. ~ RUtRENCES AND/OR
ll.,~~. .....~. ,.~ IlLUS TAA nONS. RENU~BERED
') ", 1':" .i" '/ NOTl:S 6 TO 10 AND
~., ........,.. REVISED REfERENCES TO
.. . ";oi'D" T\1ESE NOTES.. REVISED
.~ TAPPERS ro~ 9<lXX
3-PANEL DOORS.
DATE INI FLORIDA EXTRUDERSl~~~~N1~~OE~L,~~
12/18/03 RJA CERTIFICATe: Of AUlttORIZATlON 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: 12/18/03 I SCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2
(SEE Sl~EET 2 fOR CONTINUATION OF NOTES]
FRAME INSTALLATION
----DOOR \.IIDTH -- F1I4' MAX. SHIM SPACE
1-118 MIN.
......-- - -EMBEDMENT
SLIDING GLASS
DOOR F'RAME
JAMB T\.IO BY \.1000 INSTALLATION ANCHOR
\ ! r BY OTHERS 148 IJODD SCRE'.! (TYP,) --...
(NOTE 6) (NOTE 21>
<ANCHORS SHDVN IN SAME
({; ~ PLANE: roR CLARITY ONLY.
j HOOK STRIP ANCHOR HOLES
SPACED 2' APART ON
-- _fJ./.r- SHIM AS REQ'D, OPPOSITE FLANGES'> 1 1/8' MIN.
V (SEE NOTES) - \ E ~BEm"ENT
\ ~6b~1NJ3T~IttSS DOOR~I I '\ / /\ mp) I
/ \ INSTALLATION ANCHOR rt-- ~\ /,."
~ ita VOOD SCRE\.I V \ II ,~ ~~ 3/4' MAX,
(NOTE 21> ",... ",,"
-- CAULK BETVEEN TEMPERED '7 L t
DOOR FLANGE GLASS (TYP,) ~
,I!. SHEA THING SHEATHING
~ ~III ~ BY OTHERS
"'" -z I L SLIDING GLASS DOOR
INTERLOCK
HOOK STRIP DET AIL
TVO BY \.IoOD BY
OTHERS <NOTE 6) ~
,
l,fAULK BETVEEN
'I HOOK STRIP ~
\.IOOD BUCK
'"
.c:::.I..
~{
u
f III
IEM:
(TYP.)
.J
GLASS
?(
PERIMETER
CAULK BY
OTHERS
SHEATHING
BY OTHERS
STUCCO
OR SIDING
BY OTHERS IMPORTANT INFORMATION 8t GENERAL NOTES
These liOtes are provided to ensure proper Installation of Aorfda Extruders Milestone products and must be
followed fully.
SECTION B- B
AI
I
GENERALINSTAlLATIONINSTR~ONS
#
#
;).. 1) SIiIM AS REQ'D. AT fAOi INSTALLATION ANCHOR Wmi lOAD 8fARlNG SHIM. MAX. ALLOWABLE SHIM STACK TO
ill BE 1/4". LOAD 8EARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPLETELY
.- _ ENCAPSULATEO IN CAULKING OR SeT INTO WET CONCRETE.
, t 2) USE SIUCONIlED ACRYliC CAULK BEHIND DOOR FlANGE AT HEAD &.JAMBS. UBERALLY APPLY SIUCONIlED
B B ACRYLIC CAULKING UNDE.R SILL OR SET SILL IN BEO OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL
b.. RISER AND CONCRETE. CAULK ALL FASTENER HOlES PRIOR TO INSTALUNG FASTENER AND AROUND HEAD AFTER
m INSTALLATION.
3) USE SlUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP
&. BUCK FOR POCKET DOORS,
4) JAMB AND SIll CORNERS ARE TO BE SEAlED wm~ A SMAll JOINT SEAM SEALER.
5) DOOR fRAME MATERIAL: ALUMINUM AllOY 5063.
b.. 6) TWO BY WOOO BUCK ANDIOR fRAMtNG AT THE HEAD, .lAMa AND HOOKSTRIP TO BE SECURELY FASTENED TO
m TRANSfER THE lOAD TO THE WOOD OR APPROVED FRAMING ~1EMBERS PER FBC. SECTION 1707.4.4.3 AND THE
ENGINEER OF RECORD'S DETAILS.
I
A-J
-}} EXTERIOR ELEVATION
~ 2 PANEL DOOR SHOWN
(SEE NOTES 8, 9 8. 10)
tJ~
a:~
~~
t~
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\~. '0. . ~~. Iii') OOl1:$ 9 TO 10 & 21 TO 29
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[SEE SHEET 2 r-OR CONnNUATION OF NOTES]
FLORIDA EXTRUDERSI~Ts~~N~i~O:#'J~~
CtRTIF\CATe: OF AUThORIZATION NO. 92J5 SANFORD FLORIDA
TITLE: SLIDING GLASS DOOR 500) 1000 ~ 2000
FRAME INST ALL A TION W'ITH #8 SCREW'S
DRAWN BY: BB
DATE: 12118/03
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3/16' DIA. TAPPER lt8 \.IOOD seRE'" (TYP. \.IHERE
(NOTE 17) TAPPERS ARE NOT
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MASONRY OPENIN~G r-- BUCK BY OTHERS
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SHIM AS & /h ~
(SEE 1 SLIDING GLASS
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EMBEDMENT - 114' MAX.
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#8 \.IOoD SCREW'
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PRODUCT APPROVAL SPECIFICATION SHEET
As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the
building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We
recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products
Categorv/Subcateaorv
1. EXTE~IOR DOORS
A. SWINGING
Manufacturer
Plastpro Inc./ Nanva Plastics
Jeld-Wen
B. SLIDING
Kinco
BetterBilt (MI Home Prod.)
Fla. Extruders (Milestone)
General Aluminum
C. SECTIONAL
Clopay Buildinq Products
D. OTHER
2. WINDOWS
A. SINGLE HUNG
Kinco
BetterBilt
Fla. Extruders
General Aluminum
8 HORIZONTAL SLIDER
Kinco
BetterBilt
Fla. Extruders (Milestone)
General Aluminum
C. FIXED
Kinco
BetterBilt
Fla. Extruders (Milestone)
General Aluminum
D. MULLION
Kinco
8etterBilt
Fla. Extruders (Milestone)
General Aluminum
3. PANEL WALL
A. SIDING
8. SOFFITS
Kaycan Ltd
Cameron Ashlev BUlldinq
C, WALL LOUVER
D. GLASS BLOCK
Pittsburgh Corninq Corp.
E. OTHER
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 81TUMEN Certain Teed Corp.-Roofinq
G. SINGLE PLY ROOF
SYSTEMS
H CEMENTS-ADHESIVES
COATINGS
I. ROOF TILE ADHESIVE
J. OTHER
6. 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 En~. Wood Prod.
D. RAILING
E. CONCRETE
ADM IXTURES
F. MATERIAL
G.OTHER
FECP Corp. (Cast-Crete)
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Simpson & USP Cross Over Chart with Florida
Product Approval Numbers
S. P .d t Florida Product
Impson ra uc A I
pprova
Number
Number
Product Descriotion
lAOOroval Number(s)
Distintion Flbrealass Entrv Doors
Exterior Doors
FL1321
FL498,539
A34
ABU44
CS22
H3
H10
H2.5
H6
HCP2
HDQ8-SDS3
HET A 16
HET A20
HGUS210-2
HHETA40
HSUR/L410
HTS16
HTS20
HTT16
HTT22
HUS26
HUS28
HUS410
HUS412
HUSC410
HUSC412
ITT
IUT
LGT2
LSSU210-2
LSSU28
LSTA12
LSTA18
LSTA30
LSTA36
L TS12
L TS16
L TS18
L TS20
LTT19
L TT208
LUS26
LUS414
MBHA3.56/11.88
META22
MGT
M ST 48
MST60
MSTAM36
MTS12
MTS16
MTS18
MTS20
MTS30
MTT28B
PA51
SOS 1/4x2 1/2
SDS 1/4x41/2
SDS 1/4x6
SP1
SP2
SP4
U24
Set Pac 10
HD Titen
Mk 213/4/5, Mk 2/3/4/5 HP, Mk 2(3/4/5 XHP
420, 470/452, 470HP/452HP
Series 500/100012000
420/430/440
FL 126
FL561
FL45
FL264
Residential WindCode Doors
FL542
Mk 40/50, Mk 40/50 HP
165, 165/3000, 740(3740, 3240/4250HP
Series 1000/1500/2000
FL 123
FL663
FL42
1100/1140/1440/1450/1540/1550/1570/1900/
1940/1970
FL254. 1698
RW HP. RW XHP, RW4-XHP
168/3168,680
Series 1000
1180/1480/1580/1590/1980/1990
FL124
FL6fO
FL43
FL256, 1700
Mk 40/50 PW/CT, TWPW/CT
165/3000,740/3740, 3240/4250HP, 680
Series 1000/2000
11 OOTDU11 001450TDU1450/1550/1570/1900/
1970/5000/5300/5350
FL125
FL6i6
FL44
FL255, 263, 1697
M03-04A, M02-03A, M96-08C
FL957
FE5f09/5710/5711/5712/5713/5714/5718
FL974
F E5700/57 01/5702/5703/570415705/5717
1100/1900/1970
FL1252
060510606/9500/9510 Aluminum Soffit
41550/45102/45102N Aluminum Soffit
FL1965
FL406
Glass Unit Masonry installed w/Mortar
FL1363
CT20 (and AR), Landmark 30/40 (and AR),
XT25 (and AR), XT30 (and AR)
FL250
CRV Aluminum Ridge Vent
NOA No. 03-093008
Modified Bitumen Roof System
FL479
see chart
see chart
Truss Plates
Versa-Lam SP
Wood I-Joists ALLJOIST
FL2197
FL 1644
FL1645
HiQh Strenqth Concrete Lintels
FL158
8. NEW EXTERIOR
ENVELOPE PRODUCTS
A.
8.
The products listed below did not demonstrate product approval at plan review. I understand that at the time of
inspection of these products, the following information must be available to the inspector o~ the jobsite; 1) c~py of the
product approval, 2) the performance characteristics which the product was tested and certified to comply With, 3) copy
of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed
if approval cannot be demonstrated during inspection.
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APPLICANT SIGNATURE
DATE
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
FL1901
FL474
FL474
FL474
FL474
FL474
FL474
FL47<
FL474
FL538
F1901
FL1423
FL 1901
FL 1901
FL 1901
FL474
FL474
FL474
FL474
FL474
FL503
FL474
FL1463
FL1463
FL1463
FL474
FL474
FL474
FL1218
FL402.3
FL2304. 2
Product Description
USP Product
Number
Framinq Anchor
Adjustable Post Base
Coil Strap Tie
Hurricane Tie
Hurricane Tie
Hurricane Tie
Hurricane Tie
Hip Corner Plate Connector
Holddown
Embedded Truss Anchor
Embedded Truss Anchor
Truss Hanqer
Embedded Truss Anchor
Heavv Skewed U Hanger
Heavy Truss Strap
Heavy Truss Strap
HDfTension Tie
HDfTension Tie
Heavy Joist Hanqer
Heavv Joist Hanqer
Joist Hanger
Joist Hanger
Joist Hanqer
Joist Hanger
TF I-Joist Hanaer
I-Joist Hanger
Liqht Girder Tiedown
Slopable/Skewable Hanqer
Slopable/Skewable Hanaer
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
MasonIY Beam Hanqer
Embedded Truss Anchor
Medium Girder Tiedown
Strap Tie
Strap Tie
Strap Tie for Masonrv
Twist Strap
Twist Strap
Twist Stra p
Twist Stra p
Twist Strap
Tension Tie
Foundation Strap
Strono Drive Screw
Strong Drive Screw
Strong Drive Screw
Stud Plate Tie
Stud Plate Tie
Stud Plate Tie
Face Mount Joist Hanqer
Expoy
Titen Anchor
MP34
PAU44
RS300
RT16
RT7
LFT A6
HHCP2
UPHD8
HT A 16
HTA20
THDH210-2
HTW16
HTW20
HTT16
HTT22
HUS26
HUS28
HUS410
HUS412
THO
THF
LUGT2
LSSH31
LSTA12
LST A 18
LST A30
LST A36
LTW12
LTW16
LTW18
LTW20
LTS19
L TS20B
JUS26
JUS414
NFM35X1178U
HTA24-18
KST248
KST260
MTW12
MTW16
MTW18
MTW20
MTW30
MTS27B
TA51
SPT22
SPT24
SPT4
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Approval
Number
FL570
FL569
F L822
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FL565
FL820
FL817
FL817
FL821
FL821
FL821
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F L820
FL821
FL821
FL818
FL818
FL821
FL821
FL815
FL815
FL568
F L816
FL816
FL816
FL816
FL816
FL820
FL820
FL820
FL820
FL822
FL822
FL821
FL821
FL578
FL859
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FL822
FL820
FL820
FL820
FL820
FL820
FL822
FL816
II
FL817
F L817
FL821
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