HomeMy WebLinkAbout39645 Meadowood Lp Lt No38I A
'
EN❑INEER'S
NOTES:
1,
WIND
DESIGN SPEED = 110 (3 sec
gust)
2,
WIND
IMPORTANCE FACTOR = LO CONSTRUCTION
CATEGORY II
3,
WIND
EXPOSURE CATEGORY = "B"
4,
INTERNAL PRESSURE COEFFICIENT =
+/- 0.18
(ENCLOSED BLDG)
5,
COMPONENTS
& CLADDING DESIGN PRESSURES
PER ASCE 7
(ROOF)
ROOF > 10 to 30 degrees (110)
ZONE 1
ZONE 2 ZONE 3
@ 10
SOFT +12.5/-19.9 @ 10 SQFT +12.5/-42.1
@ 10 SOFT
+12.5/-42.1
@ 20
SOFT +11.4 /-19.4 @ 20 SOFT +11.4 /-38.2
@ 20 SOFT
+11.4 /-38.2
@ 50
SOFT +10 /-M.6 @ 50 SOFT +10 /-33
@ 50 SOFT
+10 /-33
@ 100
SOFT +10 /-18.1 @ 100 SOFT +10 /-29.1
@ 100 SOFT
+10 /-29.1
(WALLS)
ZONE 4
ZONE 5
@ 10
SOFT +21,8 /-23.6 @ 10 SOFT +21.8 /-29.1
@ 20
SOFT +20.8 /-22.6 @ 20 SOFT +20.8/-27.2
@ 50
SOFT +19,5 /-21.3 @ 50 SOFT +19,5 /-24.6
@ 100
SQFT+18.5 /-20.4 @ 100 SQFT+18,5 /-22.6
CODES:
FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2007 EDITION,
WITH 2O09 SUPPLEMENT.
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301)
BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-02)
NATI❑NAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2001 EDITION
APA PLYWOOD DESIGN SPECIFICATION
BUILDING CATEGORY: II
CONSTRUCTION TYPE: 5-B
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE.
TECHINCAL CEDES SHALL APPLY;
PLUMBING, MECHANICAL, FUEL GAS ENERGY EFFICIENCY, ACCESSIBILITY, AND
2007 NATIONAL ELECTRICAL CODES` (NFPA 70).
❑RDINACE 92-19 - APPENDIX "J' TO FBC PLUMBING 2007 CODE.
1. TANK TYPE WATER CLOSET VOLUME - 1.6 GALLONS
2. WALL MOUNT WATER CLOSET VOLUME - 3.5 GALLONS.
3. WATER - FLOW RATE
PUBLIC FACILITIES 0.5 G.P.M.
PRIVATE FACILITIES 2.2 G.P.M.
SHOWER HEADS 2.5 G,P,M.
4. PVC IS NOT ALLOWED AS INTERIOR WATER PIPING, IT IS ALLOWED FOR WATER
SUPPLY LINES OUTSIDE OF THE HOME, CPVC IS ALLOWED FOR INTERIOR AND
EXTERIOR USE. THE MINIMUM SIZE SULLY LINE FOR A HOME IS 3/4'.
STRUCTURAL DESIGN CRITERIA
AREAS LIVE LOADS DEAD LOADS
DWELLING 40 psf 10 psf
BALCONIES 40 psf 10 psf
SHINGLE ROOF 20 psf 10 psf
BUILT-UP ROOF 20 psf 10 psf
TILE ROOF 25 psf 15 sf
THE F❑LL❑WING SHALL C❑M(�LY WITH THE 2007 FBC:
PORCHES AND BALCONIES - SECTION 1406,3 & 1012.4
1. HANDRAILS - SECTION R311.5,6
2. GUARDRAILS - SECTION R312
ALL ENCLOSED PORCHES, DECKS AND SIMILAR STRUCTURES IF MORE THAN 30' ABOVE GRADE
SHALL HAVE A GUARDRAIL, GUARDRAILS ARE REUIRED TO BE A MINIMUM OF 36' HIGH FOR
DWELLING UNITS AND SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT
A 4' DIAMETER SPHERE CANNOT PASS,
3. STAIRS - SECTION R311.5
4. CHIMNEY & FIREPLACE - SECTION R1002 & R1004 (MFGR)
SECTION R1001 & R1003 (MAS)
5. EGRESS WINDOWS - SECTION R310,1
ALL BEDROOMS SHALL HAVE AT LEAST ONE WINDOW APPROVED FOR EMERGENCY EGRESS. THE
MAXIMUM SILL HEIGHT FOR EGRESS WINDOWS IS 44 INCHES ABOVE THE FLOOR, THE CLEAR
OPENING HEIGHT IS 22', THE CLEAR OPENING WIDTH IS 20' AND THE NET CLEAR OPENING AREA
IS 5 SQ. FT. FOR GROUND FLOOR WINDOW AND 5.7 SQ, FT. FOR A SECOND STORY WINDOW,
GENERAL NOTES:
WINDOW AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS
WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND
PRESSURE AND PR❑VIDE INSTALLATION INFORMATION WITH THEIR PRODUCTS,
CONTRACTOR TO INSTALL WINDOWS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE
BUILDING INSPECTOR.
ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACCORDING TO THE FASTENERS
SCHEDULE AND MANUFACTURERS SPECIFICATIONS, IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER
SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOWN.
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS
CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SH❑RING AND ANY OTHER TEMPORARY SUPPORTS
AS REQUIRED TO SAFELY COMPLETE THE WORK.
ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED
ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS
ALL WINDOWS WITHIN 24' OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18' OF FLR TO BE TEMPERED GLASS. (FBC, R308.4)
ATTIC ACCESS OPENING SHALL BE A MINIMUM OF 22' X 36'. ACCESS IS NOT REQUIRED FOR ATTICS WITH A CLEAR HEIGHT
OTTSTNTRELEDCTGALL
ATTICS
THAVE
LTS IGINSTALLED
AROLYED
AHEPOINOF INCHES,
ALL TRIIALWIRN6 INSTALLEDWIHIN6FT OF ATTICENTRYSH❑ULD BE PROTECTED CONTROLLED
GUARD STRIPS.
FIRE -STOPPING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS SUCH AS:
AR❑UNDLVDENTSA AND IPIPES. FIf EDSRTOPPINGLI CEILING, COVE
SHALL C❑NSISTN[IFTAIR 2-IINCHRN❑MIMALAT THE WOOD OR 2 ATHIICKONESOSM[IF I OPENINGS
NOMINAL WOOD.
ENTRY DOORS LOCATED IN GARAGES SHALL NOT OPEN DIRECTLY INTO BEDROOMS,
V TOP P
HURRICAN CLIPS ARE REQUIRED ON ALL TRUSSES AND RAFTERS. IF PLYWOOD OR OSB SHEATHING ODES NOT ❑ ER ❑ PLATE, E,
HURRICANE CLIPS MUST BE COVER BOTH TOP PLATES,
UPLIFT PROTECTION: PLYWOOD OR ❑SB COVERING ENTIRE EXTERIOR OF HOME WITH NAILS SPACED 3' D.C. AT TOP AND BOTTOM,
6' D.C. ON EDGES AND THE REMAINDER AT 12' D.C. OR PLAYW❑OD OR OSB AT CORNERS, WITH HURRICANE STRAPING ON EVERY
EXTERIOR STUD, CRIPPLE, JACKSTUD ETC. AT TOP AND BOTTOM,
SITE WORK:
FOUNDATION DESIGN IS BASED ON ALL ALLOWABLE SOIL PRESSURE ❑F 2000 PSF. SHOULD FIELD CONDITIONS
INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTOR,
THE SUBGRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED TO 95% OPTIMUM DENSITY.
AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR)
S❑IL COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOILS LAB PRIOR TO POURING CONCRETE,
FOOTINGS SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH SIDES AND TOP EDGES FREE OF LOSE OR WET MATERIALS,
WHERE NEAT EXCAVATION IS NOT POSSIBLE FOOTINGS EXCAVATED SHALL BE ❑PEN CUT WITH EDGES FORMED AND BRACED.
ALL FO❑TINGS WITH FORMED EDGES SHALL BE BACKFILLED FROM BOTTOM TO TOP OF FOOTING WITH SELECT FILL,
THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT
BEARING SURFACE, PROVIDE S❑IL TREATMENT FOR TERMITES,
SET BACKS PER 106,3.1
FOUNDATION INSPECTIONS
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING
INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECHED FROM MARKER TO MARKER
TO VERIFY REQUIRED SETBACKS,
CAST IN PLACE CONCRETE
1, CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS
FO❑TINGS SLAB ON GRADE, SLAB FILL.....3000 PSI
MASONARY WALL TIE BEAMS, TIE COLUMNS.....3000 PSI
2. CONCRETE SHALL BE READYMIX PER ASTM C94:
P❑RTLAND CEMENT - ASTM C150
AGGREGATES - ASTM C33 (3/4' MAX)
NO CALCIUM CHL❑RIDE
AIR ENTRAINING - ASTM C260
WATER REDUCING - ASTM C494
FLYASH - ASTM C618-78 CLASS F (20% MAX)
WATER - CLEAN AND POTABLE
3. REINFORCING STEEL: ASTM A615 GRADE 60, DEFORMED BARS
4. REQUIRED SLUMP RANGE - 3" - 5'
5. WELDED WIRE FABRIC - ASTM A185
FIBERMESH MAY BE SUBSTITUTED FOR W WF WHERE SPECIFICALLY STATED ON PLANS
6. MOISTURE BARRIER: 6 MIL POLYETHYLENE
7. CODES AND STANDARDS:
ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS.'
ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING.'
ACI 318 'BLDG CODE REQUIREMENTS FOR REINF. CONCRETE.'
ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT,'
8. REFORCING BAR COVER:
FO❑TINGS 3'
COLUMNS 1 1/2'
BEAMS AND WALLS 1 1/2'
SLABS 3/4' (INTERIOR) 1 1/2' (EXTERIOR)
9. PROVIDE CORNER BARS AT ALL WALL FOOTING CORNERS TO MATCH HORIZ❑NTAL BARS,
(25' MINIMUM LAP)
10. ALL BUILDING SLAB ON GRADE SHALL BE NOMINAL 4' THICK, FIBER -MESH CONIC OR REINFORCED
WITH 6XG-W1.4 W.W.F. AS SPECIFIED PER PLAN ON 6 MIL VAPOR BARRIER.
11. ANCHOR BOLTS FOR WOOD PLATED TO CONCRETE OR MASONRY:
'J' BOLTS -USE 5/8'X8' 'J" BOLT WITH 7" ENBEDMENT AND 1' PROJECTION WHEN INSTALLED
PRIOR TO PLACING CONCRETE. WASHER 3"X3"X1/8'
EXPANSION ANCHORS -USE 5/8'X3 1/2' IMBED AT L❑CATIONS IN LIEU OF 5/8"X8" 'J" BOLTS
EPDXY ANCHORS IN CONCRETE -USE 5/8"X4-1/4" IMBED WITH 2' MIN EDGE DISTANCE
EPDXY ANCHORS IN TOP OF BLOCK WALLS -USE THREADED ROD (3/4'X7' INBED)
ON TOP OF 8' MASONRY WALLS WITH ADHESIVE OR ANCHOR BOND, WHEN
USED IN LIEU OF 5/8'X8' 'J' BOLTS
12.FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CONSISTED
COMPACTION, CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN
REQUIREMENTS OF SPECIFIC SOIL CONDITIONS.
STEMWALL - 20' WIDE X 10' DEEP W/2 145 REBAR
MONOLITHIC - 1 STORY (20' DEEP X 12' WIDE), 2 STORY (20' DEEP X 16' WIDE)
2 STORY (20' DEEP X 16' WIDE)
F❑❑TER DEPTH - BOTTOM OF FO❑TER MUST BE MINIMUM OF 12' BELOW GRADE
FIREPLACE - 12' DEEP WITH MATT OF #5 REBAR
13.PROVIDE 1/2' EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING
CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREA'S.
I _' [It JUL l' _-1
j_� a �--
d 0�------0 -
0 S 10°
----------------------------- 2 --
t'I; O d
1�1 0,-- j Q
GABLE ROOFS
0 S 10`
MASONRY WALLS:
1, HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I,
GRADE N. MINIMUM NET COMPRESSIVE STRENGTH = 1900 PSI
2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270.
3. CONCRETE GROUT SHALL CONFORM TO ASTM C476:
3000 PSI AT 28 DAYS
3/8' MAXIMUM AGGREGATE
8' - 11' SLUMP
4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2' FROM MASONRY. THE CLEAR DISTANCE BETWEEN
BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1'.
5. VERTICAL REINF❑RCING SHALL BE AT ALL CORNERS, EACH JAMB OPENINGS OVER 4 FT. WIDE, UNDER ALL
GRIDER LOADS, AND NOT TO EXCEED 8'-0" ❑/C FOR STRAIGHT WALLS, OR AS SHOWN ON THE DRAWINGS.
6. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS
7. REINFORCING BARSNDSHALL BEAMS,
STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS ❑R HOOKS
ARE DETAILED ON THE PLANS,
8. REINFORCING BARS SHALL BE LAPPED 25' MIN WHERE SPLICED AND SHALL BE WIRED TOGETHER.
9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE
HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALOGNMENT, EVEN THOUGH
IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINF❑RCEMENT.
10.CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT
EXCEEDS 5', PROVIDE 4"X4" OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT.
11. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL
MORTAR BEDDING, HORIZ❑NATL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND
PILASTERS AND ADJACENT TO GROUTED CELLS,
12, PROVIDE 8'X8' PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONARY OPENINGS NOT SHOWN TO HAVE A
STRUCTURAL BEAM. MINIMUM END BEARING = 8" (MINIMUM CAPICITY OF 1000 PLF.)
13. PROVIDE METAL CAVITY CAPS, 6' WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC. WHERE REQUIRED TO RETAIN
GROUT IN VERTICAL CELLS,
PRE -CAST & PRE -STRESSED LINTELS
PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE
BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY SPECIFIED PROVIDER. ENGINEER
OF RECORD MUST PROVIDE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT
MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT
RE❑MAKE SPONSIBLIE FORNGES INSURINGER SUCH INFORMATION❑RREQUE❑STEDSBEEN AB❑VE HAS BEEN S❑UBMITTEDWT❑ EONGINEER❑R AS O� RECORD INTAC�❑MELYAM❑ANNER WHESHALL NEAVAILABLE,
CARPENTRY:
1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION.
2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP.) NO, 2 GRADE OR BETTER,
WITH SINGLE MEMBER (UNFACT❑RED) STRESSES AS FOLLOWS
Fv = 90 PSI
Fc = 975 PSI
E = 1,600,000 PSI
1% MAXIMUM MOISTURE CONTENT
FRAMING LUMBER SHALL BE #2 APRUCE-PINE-FUR OR BETTER.
INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE,
4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
5, PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F,S, TT-W-571
AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2.
6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE,
ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS, (MAXIMUM 24' O.C.)
7. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4' D.C. @ PANEL EDGES, AND 6"
O.C. INTERMEDIATE, FOR 1/2' SHEATHING OR LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4"+)
SHALL BE 6d COMMON @ 4' D.C. AT PANEL EDGES, AND 6' D.C. INTERMEDIATE.
8, ALL FLO❑RING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR J❑ISTS. FLOOR NAIL
WITH 10d NAILS AT 3' O.C. AT PANEL EDGES, 6' D.C. IN THE FIELD. STAGGER NAILS AT 2' O.C. AT BUTT ENDS OF PLYWOOD SHEATHING.
9. INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF J❑ISTS AT 8'-0' MAXIMUM. INSTALL BLOCKING IN ALL BEARING
WALLS AND PARTITIONS OVER 9'-0' @ MID -HEIGHT. BRACE GABLE END WALLS AT 4'-0' D.C. WHERE WALL FRAMING IS NOT
CONTINUOUS FROM FOUNDATION TO ROOF.
10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS.
ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STR N TIE CO.❑R EQUIVA
LENT. SUBMIT CUT
SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL.
ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER.
12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALLS, STAGGER END
JOINTS IN DOUBLE PLATES AT LEAST 4'-0'. 2X4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO FOUNDATION
AT A MAXIMUM OF 4'-0' O,C,
13.LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY APPROVED
ARCHITECTURAL WALL PANEL JOINTS. STUDS SHALL BE TRIPLED AT ALL CORNERS.
14. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS, WITH CONTINUOUS 3\4' PLYWOOD
FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS,
15.RAFTER SCHEDULE FOR C❑NVENTI❑NAL FRAMED AREAS.
MAXIMUM
MEMBER SIZE SPAN (SYP #2) MAXIMUM
2 X 4 9 FT 6 FTSPAN (SYP #2)
2 X 8 12 FT 10 FT
2 X 10 14 FT 12 FT
2 X 12 16 FT 14 FT
NOTE 1 RAFTERS MUST BE BRACED LATERALLY BY A CONTINIOUS NAILING ❑F SHEATHING OR BRACED @ 24' ❑.C, WITH MINIMUM IX4.
NOTE 2: RAFTER SPACING NOT TO EXCEED 24' O.C.
NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERWISE NOTED ON PLANS.
NOTE 4: CONNECTOR SCHEDULE,
A. SIMPSON MTS20 (❑R EQUAL) BETWEEN CAT BLOCKING AND ROOF TRUSSES.
B. SIMPS❑N H5 (OR EQUAL) BETWEEN RAFTER TAILS TO CAT BLOCKING,
C. SIMPSON H5 (OR EQUAL) BETWEEN RAFTERS AND RIDGE BOARD.
D. SIMPS❑N CS20 AT ENDS OF RIDGE BOARD, OR SIMPSON JOINT HANGER WHERE APPLICABLE.
TIMBER MATERIALS:
ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS:
LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES, POST, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE (❑R BETTER).
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (❑R BETTER), ALL OTHER STUDS SHALL BE "STUD GRADE'
SPRUCE SPACE 16" D.C.. ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'-0' AND NAILED 4" D.C. W/ 12d COMMON NAILS.
EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2' PLYWOOD ❑R 7/16' O.S.B. (2-M-W RATING) NAILED WITH 8d NAILS SPACED AT
3' O,C, ALONG ALL HORIZONTAL JOINTS AND EDGES, 6' ❑,C. ALONG ALL VERTICAL JOINTS AND EDGES AND 12' ❑.C. ALONG ALL INTERMEDIATE STUDS.
ALL OPENINGS 5'-0' WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH SIMPS❑N LSTA24 STRAP TIES AT EACH END
OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION WITH SIMPSON HTT16 TENSION TIE,
INTERIOR STUD WALLS TO BE OF 2X4 #2 SPRUCE OR BETTER WITH SINGLE 2X4 P.T. PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE WITH
STUDS SPACED MAXIMUM 24' ❑.C. WALLS TO HAVE 1/2' GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MIN R-11 INSULATION.
ANCHOR WOOD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT20B TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY
WALL SEGMENT INTERSECTION (BUILDING CORNERS).
TRUSSES
2. THIS
LAYOUT DEFINES
ON PLANS ARE DSCHEMAPREFABRICATED,
IBC IONLY. TRUSS MANUFACT❑URERTANDD/IIR IENGI❑NEERAND
SHALL BE TRUSSES
EWFOR TRESSES
DESIGN AND SPACING OF ALL TRUSSES AND SHALL SUBMIT SHOP DRAWINGS TO THE BUILDER FOR APPROVAL,
3. THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE
INSTITUTE'S "QUALITY CONTROL INSPECTION PROGRAM' OR EQUIVALENT.
4. WOOD TRUSS MEMBERS AND CONNECTORS SHALL BE DESIGNED FOR ALL LOADS LIVE, DEAD AND CONCENTRATED LOADS,
PLUS WIND LOADS IN ACCORDANCE WITH THE FBC SEC, 1606.
5.REFER TO THE FLOOR PLAN AND OTHER STRUCTURAL DETAIL SHEETS FOR IMPORTANT INFORMATION NOT SPECIFICALLY ADDRESSED BY THE
TRUSS FRAMING LAYOUT SUCH AS BEARING WALL HEIGHTS AND CEILING VAULT DETAILS.
6. W❑❑D TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION:
A. SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF WOOD TRUSSES.
B. ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED.
C. ADJUSTMENTS TO ALLOWABLE VALUES.
D. REACTIVATE FORCES AND THEIR LOCATIONS.
E. BEARING TYPE AND MINIMUM BEARING LENGTH.
F. DEFLECTIONS
G. METAL CONNECTOR PLATE, TYPE, GAUGE, SIZE, AND L❑CATI❑N.
H. LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT,
I. L❑CATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING,
J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
K. WEB REINF❑RCEMENT DETAILS FOR GABLE END TRUSSES.
L. VALLEY SETS FOR OVER -BUILD CONDITIONS.
7, LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROOF), SPAN/460 (FLOOR), AND LIMIT TOTAL LOAD DEFLECTIONS TO
SPAN/240 (ROOF), SPAN/360 (FLOOR) UNLESS SPECIFICALLY NOTED OTHERWISE.
8. FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS.
9,W❑❑D TRUSSES SHALL BE DESIGNED S❑ THAT MINIMAL HORIZ❑NTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER
VERTICAL LOADS, NO SLIP CONNECTIONS ARE ALLOWED UNLESS OTHERWISE N❑TED, CONTACT CONTRACTOR AS REQUIRED.
W. WOOD TRUSSES MUST BE CHECKED FOR WIND. WIND VEL❑CITY, DESIGN VELOCITY PRESSURES, AND MEAN ROOF HEIGHT MUST BE
SHOWN ON THE SUBMITTED SHOP DRAWINGS.
11, CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' D.C. UNLESS NOTED OTHERWISE.
BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST
ONE TRUSS SPACE, USE A MINIMUM OF 2 X 4 (ROOF), 2 X 6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG, WITH
2- 16d NAILS AT INTERMEDIATE AND 3- 16d AT END CONNECTIONS.
12.CROSS BRACING IS REQUIRED AT MINIMUM 10' O,C, UNLESS NOTED OTHERWISE. LOCATE CROSS BRACING AT OR NEAR THE BOTTOM
CHORD BRACING. INSTALL CROSS BRACING AT EACH END AND AT 20' D.C. ALONG THE LENGTH OF THE LATERAL BRACING, CROSS BRACING IS ACCOMPLISHED
BY ATTACHING DIAGONAL WEB BRACING TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS, SLOPE CROSS BRACING IN OPPOSITE
DIRECTIONS AR APPROXIMATELY 45 DEGREES FORMING A CROSS "X'. USE A MINIMUM OF 2X4 GRADE MARKED LUMBER WITH AT LEAST 3- 16d NAILS
AT EACH CONNECTION,
13, TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION.
14.HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "HIB-91', PUBLISHED BY THE TRUSS PLATE INSTITUTE.
� id
1 (a 0 1
GABLE ROOFS
10` < 0 < 45`
Q I�
d
10 < 0 S 30
oJJJJJI��
d O 0 La (311 0 13 d
HIP ROOFS NOTE: a = 4 Feet in at[ cases
a� �� �0,� �a� 10°< 0 S30°
GABLE ROOFS COMPONENT & CLADDING LOADING DIAGRAMS
10* < 0 < 45°
15.ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE ANCHORS, RATED TO CARRY UPLIFT LOADS
SPECIFIED BY TRUSS MANUFACTURER
16.ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT MANUFACTURER. ALL
NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE MANUFACTURER.
17,TRUSSES ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTING OF A/C DUCT WORK AND PLUMBING.
CHASES SHALL NOT BE BLOCKED BY WOOD TRUSSES,
18. PILING OF PLYWOOD ON WOOD TRUSSES IS NOT ALLOWED.
19.INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRUSSES IS NOT ALLOWED.
20.IMPORPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSSES IS NOT ALLOWED.
21.GABLE ENDWALL TRUSSES MUST TRANSFER LATERAL LOADS TO THE SHEAR WALLS AND/OR THE ROOF DIAPHRAGM.
22.W❑❑D TRUSSES THAT D❑ NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED, DO NOT PULL WOOD TRUSSES DOWN TO INTERIOR BEARINGS,
23.SUBMITTALS: ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED STRUCTURAL ENGINEER IN THE STATE OF FLORIDA AND SHALL BE
SUBMITTED TO CONTRACTOR/ENGINEER FOR REVIEW PRIOR TO WOOD TRUSS FABRICATION,
A, SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF TRUSS WITH PERMANENT BRIDGING REQUIREMENTS.
B. SUBMIT WOOD RUSS ERECTION PLAN, INCLUDING CONNECTIONS DEATILS AND UPLIFT ANCHORS.
C. SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN.
D. MAINTAIN COPY OF SUBMITTAL ON JOBSITE.
R❑❑FING (FIBERGLASS SHINGLES)
1. THE INSTALLATION OF FIBERGLASS SHINGLES SHALL COMPLY WITH THE PROVISIONS OF FRC R905.
2. FIBERGLASS SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS,
3. UNLESS OTHERIWSE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 226 TYPE I, OR ASTM D 4869 TYPE 1.
4. SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET, SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL C❑M�LY
WITH ASTM D 1970.
5. FIBERGLASS SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM D 225 OR ASTM D 3462.
6. FASTENERS FOR FIBERGLASS SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COOPER ROOFING NAILS.
MINIMUM 12 GAUGE (0.105 INCH) SHANK WITH A MINIMUM 3/8 INCH DIAMETER HEAD OF A LENGTH TO PENETRATE THROUGH
THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO THE ROOF SHEATHING. THE CORROSION RESISTANCE OF NAILS
NAILS AND SCREWS SHALL MEET ASTM A641, CLASS I OR EQUAL, THE CORROSION RESISTANCE OF CLIPS SHALL MEET ASTM A153,
WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH THICK, THE NAILS SHALL PENETRATE THROUGH THE SHEATHING.
7,FLASHING MADE FROM METAL SHALL BE CORROSION RESISTANT AND SHALL BE NOT LESS THAN 26 GAGE.
& FIBERGLASS SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO
FASTENERS PER INDIVIDUAL SHINGLE, UNLESS OTHERWISE NOTED, ATTACHMENT OF FIBERGLASS SHINGLES SHALL
CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95,
PROTECTION AGAINST TERMITES
R320,1
Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems, and
pesticides applied to wood, or other approved methods of termite protection [abeled for use as a preventative treatment
to new construction (see Section 202, Registered Termiticide), Upon completion of the application of the termite protective
treatment, a certificate of compliance shall be issued to the buitolinQ department by the licensed pest control company
contains the following statement: 'The building has received a complete treatment for the prevention of subterranean
termites, Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and
Consumer Services.'
R320.1.1
If soil treatment used for subterranean termite prevention, the initial chemical soil treatment inside the foundation
perimeter shall be done after all excavation, backfiRing and compaction is complete.
R320.1.2
If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall
be retreated with a chemical soil treatment, including spaces boxed or formed.
R320.1.3
If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the
subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal
permanently placed forms of suf Fiicient depth to eliminate any planned soil disturbance after initial chemical soil treatment,
R320.1.4
If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum
6 mil vapor retarder to protect against rainfall dilution, If rainfall occurs before vapor retarder placement, retreatment
is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor
is ppoured, shall be done in such manner as to avoid penetrating or disturbing treated soil.
R320.1.5
If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the
exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration
of the chemicals.
R320.1.6
If soil treatment is used for subterranean termiterevention, chemical soil treatments shall also be applied under all
exterior concrete or grade within 1 foot (305 mm) op the primary structure sidewalls. Also, a vertical chemical barrier
shall be applied promptly after construction is completed, inctudingg initial landscaping and irrigation/sprinkler installation,
Anyy soil disturbed after the chemical vertical barrier is applied Nall be promptly retreated.
R320,1.7
If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention,
Sections R32011 through R32016 do not apply; however, a signed contract assuring the installation, maintenance and
monitoring of the baiting system for a minimum of five ears from the issue of the certificate of occupancy shall be
provided to the building official prior to the pouring o . the slab, and the system must be installed prior to final building
approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active
ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system.
GLAZING SECTION R308
R308.1 Identification,
Except as indicated in Section R30811 , each pane of glazing installed in hazardous locations as defined in
Section R308.4 shall be provided with a manufacturer?s or installer?s label, designating the type and
thickness of glass and the safety glazing standard with which it complies, which is vislbte in the final
installation. The label shall be acid etched sandblasted, ceramic -fired, embossed mark, or shall be of a
type which once applied cannot be removed without being destroyed.
Exceptions:
1. For other than tempered glass, labels may be omitted provided the building official approves the use
of a certificate, affidavit or other evidence confirming compliance with this code,
2. Tempered spandrel glass may be identified by the manufacturer with a removable paper label.
R308.1.1 Identification of multipane assemblies.
Multi -pane assemblies having individual panes not exceeding 1 square foot (0.09 m 2 ) in exposed area shall
have at least one pane in the assembly identified in accordance with Section R308.1 All other panes in the
assembly shall be labeled ?16 CFR 1201.?
R308.2 Louvered windows or Jalousies.
Regular, float, wired or patterned glass in jalousies and louvered windows shall be no thinner than nominal
3 / 16 inch (4,76 mm) and no longer than 48 inches (1219 mm). Exposed glass edges shall be smooth.
R308.2,1 Wired glass prohibited,
Wired glass with wire exposed on longitudinal edges shall not be used in jalousies or louvered windows.
R308.3 -Human impact loads.
Individual ggLazed areas includin glass mirrors in hazardous locations such as those indicated as defined in
Section R308,4 shall pass the est requirements of CPSC 16 CFR, Part 1201. Glazing shall comply with the
CPSC 16 CFR, Part 1201 criteria for Category I or Category II as indicated in Table R308.3
Exceptions:
1, Polished wired glass for use in fire doors and other fire resistant locations shall comply with
ANSI Z97.1.
2. Louvered windows and jalousies shall comply with Section R308.2
CONTRACTOR IS TO VERIFY ANY STRUCTURAL
OR CODE REQUIREMENTS PRIOR TO CONSTRUCTION, AND TO BUILD ACCORDINGLY,
CONTRACTOR TO VERIFY DIMENSIONING PRIOR TO CONSTRUCTION AND TO
NOTIFY OWNER & ENGINEER FOR ANY DIMENTI❑NAL CORRECTIONS PRIOR
TO CONSTRUCTION.
3�(P `ir f l/jt°a
0_6.7 3�3 INDEX OF DRAWINGS 0�
/11 '� �IJ 4 , 1 COVER
q (0�5u;lGl�n 2 FLOOR PLAN FOUNDATION PLAN
c 3 ELECTRICAL & HV �_
�je f l �EVIEW DATE_ �� 2-y %v 0
S 4 LINTEL
h�-Mti°inj �t�1 5 TRUSS CITY OF ZEPHYRHILL
6 ELEVATIONS, DETARV�4S EXAMINER
7 SPECS
SUBMITTAL DATA , z�
PARCEL:13-26-21-0140-00000-0380
I hereby certify that I have reviewed this plan and Pound it to
be in compliance with ASCE 7 and the Florida Building Code 2007 edition,
with 2009 supplement,
David W, Smith, P.E. #53608 ENGINEER LICENCE #53608
BENJAMIN RODRIGUEZ
39645 MEADOWOOD LOOP
ZEPHYRHILLS, EL 33542
D.W. SMITH ,M.S.,P.E.#53608
FLORIDA PROFESSI❑NAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLAST❑N DRIVE-DADE CITY,FL❑RIDA 33525
PHONE:352-521-0865 FAX:352-521-0867 E-MAIL: dwsflpe@earthlink.net
ENGINEER'S NOTES SHEET OF
1 OF 7
SCALE DATE JOB NO.
11 MAR 2010
DESIGN/DRAWN CHECKED 2010-1 2
R. GOLLHARDT D.W.S.
Hu
NEW C❑NC, - FILLED
TIE BEAM (TOP OF MASONRY
DOWEL INT❑ EXISTING TOP
TIE BEAM MIN. 8" & SET
IN EPDXY GROUT.
NOTE: PRIOR TO INSTALLING EPDXY
GROUT, BE SURE TO COMPLETELY
CLEAN ALL DUST AND RESIDUE
FROM DRILLED HOLE.
MIN 16' LONG #5 REBAR DOWEL MIN 8'
INTO EXISTING & NEW WALLS - SET
INTO EPDXY GROUT - MIN (2) EQUALLY
SPACED VERT. LOCATIONS IN 8' HIGH
WALL (3) LOCATIONS IN 10' WALLS.
(2) 16' LONG #5 REBAR DOWEL MIN 8'
INTO EXISTING & NEW FOOTINGS - SET
INT❑ EPDXY GROUT
NOTE: F❑❑TINGS SHOWN AS PERPENDICULAR
TO WALL FOR CLARITY.
NEW TO EXISTING
MASONRY WALL CONNECTION
NOT TO SCALE
f — d ---• ' ,,----------d ..
d ► . , d
IIII=1111= • �' � • • ' •d-IIII=1111
i ll-la= llll_= ` � `d • � d' ' - I I I I 1 111=
1111=1111=IIII- IIII=1111 IIII-IIII=11
=IIII-1111 1111= IIII
_ 12°
THICKEN FO0TER
#5 VERTICAL WALL REINFORCING
ACI 90 STANDARD l �IN GROUTED CELL
HOOK -EMBED 6' 1 /-BOND BEAM W/(1) #5 REBAR
FILLED CELL
PLUMBING:
ALL PLUMBING FIXTURE L❑CATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR.
THE PLUMBING CEDE REQUIRES THAT AT LEAST ONE 3" VENT STACK PIPE WILL BE
VENTED THROUGH THE ROOF.
IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE,
PLUMBING SYSTEMS SHALL BE DESIGNED BY THE
RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN
HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS.
ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF
PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT LOCATION, PLUMBING DRAIN LAYOUT
WILL BE DETERMINED IN FIELD BY CONTRACTOR,
13'
3068 SH23 4r
---------------
TAP
® ----® --- ®------
I
� I 1
I I
I
2' 2' V R T
I I
20'H X 12'W FOOTINGS WITH 2 EACH
#5 (5/8') RODS CONTINUOUS ON HAIRS -TYPICAL ® I I
BOTTOM OF FOOTER SHALL BE 12 FROM GRADE I I �I
I I I
2
W
o
•
I-3- - - - -�- - �-
w I
0
I
o
z v) I
z I
o x
(__) W
®I
to
ai
= 4' CONCRETE (3000PSI) WITH #10
6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
® COMPACTED POISON TREATED
I S❑IL. VAPOR BARRIER
MATERIAL TO BE LAPPED
6'WITH SEAMS TAPED
FIBERMESH CAN BE SUBSTITUED
I
®I
CD
I
9'X7' GARAGE DOOR
L---------------
2' 2'
#5 DOWEL ACI STANDARD HOOK 13'
EMBED 10' MIN LAP
25' MIN W/ VERT. & H❑RIZ. REINF❑RCING
r. CONCRETE FOOTING
REINF❑RCING REBAR
• (SEE FOUNDATION PLAN)
5' MIN LA
MASONRY WALL
FILLED CELL DETAIL
EDGE OF FO❑TING
2� II 1 I 1-#5 DOWEL IN CORNER
25' LAP MIN
CORNER DETAIL — FOOTING AND
FOUNDATION WALL REINFORCEMENT
12'H X 16'W THICKEN SLAB F❑❑TINGS WITH 2 EACH
#5 (5/8') RODS CONTINUOUS ON CHAIRS -TYPICAL
BOTTOM OF FOOTER SHALL BE 12' FROM GRADE
NOTE:
0 INDICATES 1-#5 REBAR IN FILLED CELL FROM
FO❑TING TO LENTAL
LOCATED AT EACH SIDE OF ALL WINDOWS
AND DOOR OPENINGS. 6' ❑C MAXIMUM OTHERWISE.
SEE FOOTING DETAIL
TAP
❑UTSIDE WATER TAP
#5 DOWEL H❑RIZ. REBAR
BEAM REINFORCING
z
DOWEL -LAPPED WITH
Q 1 WALL REINFORCING
� I
V#5 CORNER REBAR
GR❑UTED CELL
NOTE: ALL LAPS SHALL BE 25' MINIMUM
CORNER DETAIL — BOND BEAM
AND WALL REINFORCEMENT
(1)#5 REROD IN GROUTED CELL
LOCATED PER PLAN
25' DOWEL LAP MINIMUM
4' CONCRETE (3000PSI) WITH #10
6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL, VAPOR BARRI❑R
MATERIAL TO BE LAPPED
6"WITH SEAMS TAPED
FIBERMESH CAN BE SUBSTITUED
20'H X 12'W FO❑TINGS WITH 2 EACH
#5 (5/8') RODS CONTINUOUS ON CHAIRS -TYPICAL
BOTTOM OF FOOTER SHALL BE 12' FROM GRADE
T YPI CA L MO NO L YT HI C
FOOTING DETAIL
F U AT I0 1\1 PTEA
EXISTING CONC. FILLEI
DOWEL INTO EXISTING
TOP TIE BEAM MIN.
6' SET IN EPDXY GR❑L
CORNER CELL @ EXIST]
MASONRY WALL IS FILt
CELL W/(1)#5 VERT.
qD CELL S❑LID W/ CONC,
5 CONT. VERT.
- CONT. #5 @ TOP TIE BEAM
SET IN CONC. LAP SPLICES
MIN 25'
16' LONG, #5 REBAR - DOWEL
8' INTO EXISTING AND NEW
WALLS - SET IN EPDXY GROUT
- (2) #5's @ NEW FOOTER TO BE DOWELED
INTO EXISTING F❑❑TING MIN 8' - SET
IN EPDXY GROUT
NEW TO EXISTING
MASONRY WALL CONNECTION
NOT TO SCALE
AREA'S
LIVING 152
COVERED PORCH 32
GARAGE AREA 206
TOTAL AREA UNDER ROOF 390 SF.
PLAN
NOTE:
MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE
IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE,
MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE
RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN
HEREON ARE BASED UPON THE HOMEOWNERS /C❑NTRACTORS REQUIREMENTS.
SYMBOL
DESCRIPTION
SWITCH
$3
3 WAY SWITCH
110 V RECEPTICLE
FI
110 V RECEPTICLE - GROUND FAULT
6AFI
110 V RECEPTICLE - ARC FAULT
64
220 V RECEPTICLE
LIGHT FIXTURE - WALL OR CEILING (TYP)
EXHAUST BATH FAN
S&D
SMOKE /FIRE DETECTOR/ALARM
GD
PUSH BUTTON FOR GARAGE OPENER
n
II
`\
CEILING FAN /LIGHT
FAN W/L
I 1 1 I III' 11 ILl '11L I 1' 111111 II 1 1 1 1 1 i 1,. 1 1 I t . I 1 - I�_I:w' I" 'w/i • I I l_
l ° 1'Aq _ 11
QUALITY PRECAST C❑MPANY TABLE No, 2
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
MARK
NO.
LINTEL
LENGTH
CLEAR
SPAN
LINTEL
TYPE
LINTEL
TOP
BARS
LINTEL
BOTTOM
BARS
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SAFE LATERAL LOADS (PLF)
PLAIN
S❑LID
#5(1)U(0)L
S❑LID
#5(1)U(I)L
S❑LID
45(1)0(0)L
#5(1)U(1)L
S❑LID
#5(2)U(1)L
8'x8'
(PLAIN)
8'x8'
(S❑LID)
A BAR
B BAR
DETAIL A
DETAIL B
DETAIL C
DETAIL B & C
DETAIL D
M-2
3'-6"
2'-2"
Precast
(2) #3
(2) #2
NONE
2475
3837
3837
4815
4815
1168
2318
M-4
4'-6"
3'-2N
Precast
(2) #3
(2) #2
NONE
1343
2165
2165
2608
2608
638
1266
M-8
6'-4R
5'-0#
Precast
(2) #3
(2) #4
NONE
740
1283
1283
1216
1405
634
1355
M-11
7'-6"
6'-2"
Precast
(2) #3
(2) #4
NONE
570
991
991
825
1082
446
938
M-16
10'-61,
9'-2"
Precast
(2) #3
(2) #4
NONE
354
618
6l8
380
673
192
453
.b
DETAIL 'A' DETAIL 'B' DETAIL 'C' DETAIL 'D'
TABLE No, 9
REINF❑RCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" RECESS DOOR HEADER
MARK
NO.
TOTAL
LENGTH
CLEAR
SPAN
LINTEL
TYPE
TOP
BAR
LINTEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
LATERAL SAFE LOAD
PLAIN
S❑LID
#5(1)U(0)L
S❑LID
#5(1)U(1)L
S❑LID
#5(1)U(0)L
#5(1)U(1)L
S❑LID
#5(2)U(1)L
PLAIN
S❑LID
A BAR
B BAR
DETAIL DA
DETAIL DB
DETAIL DC
DETAIL DB & DC
DETAIL DF
DETAIL DA
DETAILDB
D-2
4'-0"
2'-8"
Precast
(2) #3
(2) #2
NONE
1131
1425
1425
1863
1863
950
1677
D-4
4'-4"
3'-0'
Precast
1 (2) #3
) #2
NONE--t
963
1230
1230
1596
1596
785
1386
D-5
4'-8"
3'-4"
Precast
(2) #3�t)
#2
N❑NE
806
1081
1081
1396
1396
659
1165
2' RECES
DETAIL 'DA'
o.
2' RECESS
DETAIL 'DB'
•.o
2' RECESS
DETAIL 'DC'
DETAIL 'DF'
ENGINEERING SPECIFICATI❑NS
1,) SAFE LOADS ARE TOTAL SUPERIMP❑SED ALLOWABLE LOADS.
2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING MAX, RESISTING SHEAR AND MOMENT FOR THE LISTED LINTELS,
3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT,
GENERAL NOTES:
1.) CODES
1A FLORIDA BUILDING CODE 2004 AND 2006 SUPPLEMENTS
12 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES (ASCE 7-02).
2J CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN,
2.1.2 PRE -CAST W/PRESTRESS REINFORCE MEN T-6000 PSI MIN,
2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8' AGGERATE, 8" TO 11' SLUMP,
2,2 REINF❑RCING BARS
2.2,1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
FABRICATI❑N ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2,3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI
2.4 DETAIL REINF❑RCEMENT IN ACCORDANCE WITH ACI 315,
2.5 C❑NCRETING ❑PERATIONS SHALL COMPLY WITH ACI STANDARDS,
3.) MASONRY:
3A DESIGN AND CONSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATION OF THE NATI❑NAL
CONCRETE MASONRY ASSOCIATI❑N AND ACI 530-02.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
3.3 MORTAR SHALL BE TYPE S.
4.) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM
ACCEPTABLE BEARING OF 4" PER SECTI❑N 2101,3,1 OF FLORIDA BUILDING CODE 2001 (INCLUDING
2003 REVISIONS)
4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PROVIDED A
TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS
AFTER GROUT PLACEMENT,
DETAIL
SIMPSON MBHA3,12/11,25
RATED 3145# UPLIFT
`T"' "' "'"'lA3,12/11.25 RATED 3145# UPLIFT
COLUMN DETAIL "L"'
L� 1 V JL���
HEADER W/ 1/2 PLYWOOD SPLICE
CONCRETE PAD
UPLIFT CONNECTION - SIMPSON STRDNG-TIE
FRAME APPLICATIONS
MARK
CONNECTOR
UPLIFT
CAPACITY
LATERAL
CAPACITY
FASTENERS
FLORIDA
APPROVAL #
B
H2,5A
600
150
10-8ol X 1-1/2N
10456,11
H10
990
525
16-8d X 1-1/2"
10456,6
H10-2
760
395
12-10d
10456.7
SP1
585
10-lod
10456.41
SP2
1065
12-10d
10456.42
SP4
885
6-10d X 1-1/2W
10456.43
SPH4
1360
12-10d X 1-1/2"
10456.46
MGT
3965
22-10d
11470.7
LGT2
2050
30-16d Sinkers
11470.6
HTS20
1450
20-10d
10456.23
LSTA18
1165
14-10d
10852.4
LSTA24
1235
18-1001
10852.4
LSTA30
1640
22-10d
10852.4
LSTA36
1640
24-10ol
10852.4
VTC2
405
4- 10d
5-10d X 1-1/2
10861,5
NOTE: CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS
FOR ADDITIONAL INFORMATION
UNDERLAYMENT SHALL COMPLY WITH SECTION R905,2,3
SLOPES 2:12
UP TO 4:12
R905.2.7,
1507.2.8
SLOPES 4:12
AND GREATER
R905.2.7,
1507.2.8
FLASHING SHALL
COMPLY WITH
R905.2,8,
1507,2,9
VALLEYS SHALL
COMPLY WITH
R905.2.8.2,
1507,2.9.2
DRIP EDGE SHALL
COMPLY WITH
R905.2,8,2, 1507,23,3
LEGEND
SA HETA20
® H2,5A
UPLIFT CONNECTION - SIMPSON STRONG -TIE
MASONRY APPLICATIONS
MARK
CONNECTOR
UPLIFT
CAPACITY
LATERAL
CAPACITY
FASTENERS
FLORIDA
APPROVAL #
A
HETA20
1890
335
16-10d X 1-1/2"
11473.3
HTT16
3480w
18-16d
11496.1
HTT22
5260)K
32-1601 Sinkers
11496.1
LGT2
2150
16-16d Sinkers &
11470.2
LTT19
1205*
7-1/4' x 2-1/4' Titen
8-16d Sinkers
11496.3
LTTI31
2185)K
18-10d X 1-1/2"
11496.3
HGAM10
850
1005
4-SDS1/4X1-l/2
4-1/4X2-3/4 TITEN
11473.6
CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO
MANUFACTURER FOR GROUT FILLED CPU,
NOTE:
ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS
TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE
MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS
APPROVED BY THE ENGINEER OF RECORD,
THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS
AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD
0
0
0
m
13-0-0
7-0-0
CD
CD
B
�
�A A
�
A
A
A
11
0 8
\
O
0
0
Co
0
06
05
OA
0
05
05
OA
05
OA
05
05
A
05
�
05
OA
05
OA
OA
0 A
06
08
(Y/A
11
��
CD
CD
0
0
0
Hangers and items included with trusses below
Item1:
Item5:
Item2:
Item6:
Item :
Item7:
Item4m
NOTICE:
APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN
8EGM. VERIFY ALL SPANS, PITCHES, OVERHANGS, ELEVATIONS, DETAILS AND
BEARING CONDmONS. THESE ARE IMPORTANT AS THE TRUSSES WILL BE BUILT
IN ACCGImANCE WITH THE INFORMATION SHOWN,
APPROVED B Y:
DATE:
CAUTION. THE BUILDER, BUIOINO CONTRACTOR, LICENSED
CONTRACTOR, ERECTOR OR ERECTION CONTRACTOR IS WASED
TO OBTAIN AND READ THE ENTIRE BOOKLET 'COMMENTARY
AID RECOHAETDARONS FOR HANDLK INSTALLING
BRACING PETAL PLATE CONNECTED WOOD TRUSSES, HB-9T
FROM THE TRUSS PLATE INSTITUTE. FAILURE TO FOLLOW
PERSSOONAL NJJR'f OR RECOMMENDATIONS OR eu DINGS
NOTE. IT ITHE S
THAT ASSUMED OF THE
LOADCNTGENGINEER IS NOT OR EXCEEDED.
CUSTOMER: RODRIGUEZ
JOB NAME: RODRIGUEZ
MODEL: GARAGE ADDITION
TC PITCH: 4 12
BC PITCH: 0
LOAD: SHINGLE
WIND: 120 M P H
OH CUT: 12 11& 24 PLB.
HITEK TRUSS
6179 NATURE COAST BLVD.
BROOKSVILLE, FL 34602
(352) 797-0877
r
A We are cutting edge! e.
BRIG.NG:
SPACING: 2
24 O/C
JOB NO.: 030209
DRAWN: 03 15 2010
REV1:
REV2:
13-0-0
0
1
TRUSS TDLAN
2'
30
GARAGE DOOR
+22/-28
13'
ELEVATION LEFT ELE VA TIO 1V FRONT ELEVA TION
PRE-ENGINEERED WOOD TRUSSES @ 24" D.C. MAX
TRUSSES SHALL HAVE GALV. METAL SEAT PLATES
UNDER THEM WHEN BEARING ON MASONRY
25 YEAR WARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
SHEATHING TO BE 15/32" 4 PLY CDX OR PLYW W/8d RING SHANK NAILS
6" O.C. 4' O.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS
USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED
INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
C❑NTINI❑US ALUM DRIP EDGE OR GUTTER
1/2' CEILING TYPE GYPSUM BOARD
R-19 BATT INSULATION (MIN) ATTIC SPACE
OPTIONAL BLOWN FIBERGLASS INSULATION
2X6 WOOD SUB WITH ALUMINUM
SOFFIT AND FASCIA TRIM
USE (1) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS
L❑CATION, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES
WITH lOd X 1 1/2" NAILS
VARIES
SEE PLAN z
J (1) COURSE 8"X8" KN❑CK-OUT BLOCK FILLED
w SOLID W/0) #5 BAR, TYP, AT ALL S❑LID WALLS
ALUM FRAME WINDOWS v
ATTACHED TO P,T, BUCKS PRECAST CONCRETE LINTEL
WINDOWS ATTACHED PER MANUF. SPECS MARBLE SILL
PRE -CAST CONC SILL & WINDOW (TYP)
8"X8"X16" CMU TYP, VARIES 1/2' DRYWALL OVER R5,4 CELOTEX "TUFF-R'
i INSULATION BOARD AND P,T, FURRING STRIPS
DECORATIVE CEMENTUOUS FINISH
20"H X 12"W M❑N❑LITHIC SLAB
W/ (2) #5 BARS ON CHAIRS 4'-0" D.C.
4" THICK CONCRETE SLAB W/ 6X6 10/10 WWM
REINF ❑R FIBER MESH OVER ,006 PBBLOYETHYLENE VAPOR BARRIER.
4, SEE DMANUFACTURERSI RECOM❑MENDATI�NS FOR QUANTITY
i, OF FIBER MESH IN MIX. (IN LIEU OF WIRE MESH)
a
FA
PRE-ENGINEERED WOOD TRUSSES @ 24" D.C. MAX
TRUSSES SHALL HAVE GALV. METAL SEAT PLATES
UNDER THEM WHEN BEARING ON MASONRY
25 YEAR WARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
SHEATHING TO BE 15/32" 4 PLY CDX OR PLYW W/8d RING SHANK NAIL
6" D.C. 4" D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS
USE STEEL PLYCLIPS, RIDGE VENT AS REQUIRED
INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
C❑NTINI❑US ALUM DRIP EDGE OR GUTTER
2X6 WOOD SUB WITH ALUMINUM
SOFFIT AND FASCIA TRIM
VARIES -
SEE PLAN
8"X8'X16' CMU TYP,
DECORATIVE CEMENTU❑US FINISH
#5 DOWEL TO MATCH REINF -
FROM FO❑TER W/25" MIN LAP
4"X4" INSPECTION PORT —
AT EACH FILL CELL (TYP)
20"H X 120W MON❑LITHIC SLAB
W/ (2) #5 BARS ON CHAIRS 4'-0" D.C. —
20
1/2" CEILING TYPE GYPSUM BOARD
R-19 BATT INSULATION (MIN) ATTIC SPACE
OPTIONAL BLOWN FIBERGLASS INSULATION
USE (1) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS
LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES
WITH 10d X 1 1/2' NAILS
LT
(1) COURSE 8"X8" KNOCK -OUT BLOCK FILLED
S❑LID W/0) #5 BAR, TYP, AT ALL SOLID WALLS
i
i
i
1/2" DRYWALL OVER R5,4 CELOTEX 'TUFF-R'
INSULATION BOARD AND FURRING
i
4" THICK CONCRETE SLAB W/ 6X6 10/10 WWM
REINF OR FIBER MESH OVER 006 PL❑YETHYLENE VAPOR BARRIER,
4" HOLD MESH
RECOM❑MENDAATBIONS FOR QUANTITY
1 OF FIBER MESH IN MIX, (IN LIEU OF WIRE MESH)
1
�I a
STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM ����//�.//%i�//j�//%/i/��/\ �r�— STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM
CLEAN COMPACT TERMITE TREATED SOIL
BOTTOM OF F❑OTER SHALL BE 12" BELOW GRADE
TYPICAL WALL SECTION - DCTAIC "A"
2'_1 I
CLEAN COMPACT TERMITE TREATED S❑IL
BOTTOM OF FO❑TER SHALL BE 12" BELOW GRADE
TYPICAL '';;'ALL SECTIEN - DETAIL "B"
- - - -- - - -- - - - - - I I I I � - I I --J- I I F I I - - - - - - - -----J--- I I I
R2011 Des1gr
11 lldln� ol structures, eof, OIL be ,c ey ,y,.upgort a ,toads, �,cludlng
� �h5 o1g. he cant ructio
.1 a v 0 Gi c xb,
c2nstructed
ow tn�h I,r s g r ecs ccr 2
c ' vTclips , lln"p#e co
thepa oe a
. _I n En at from their point of orIcIlh throug'h 4recIciod-resistIng eleo-tpo'o f unclation,
t'g
, j,
Exception , illulto Into'skolsond structures located i thin the High-Veloclty Hurricane Zone shalt comply only with
tiog
Sec ins R302 to R324, Inclusive and Inclusive the provisions of Chapter 44 .
R30111 Alternative provisions.
OtstoQ
aq, atterpolkyle todthe 5e�gIr1msTAT. In %tIon, R301,1 the following standards re permitted subject to the
or's 0 S co se an e m ns ere n.
Where engineered design Is used In conjunction with these stckndQrds the design shalt comply with the Florida
Building Code, Building .
1. American Forest and Paper Association (AF&PA) Wood Frame Construction Manual (ist
2. American Iron and Steel Institute (AISI), Standard for Cotd-Formed Steel Framing Prescriptive
ad Two-FamRy Dwellings (COFS/PM).
R30112 Construction t
The requirements o7stelss'coole are 4ased on platform and baltoon-frcims� constr on for tight -frame buildings,
The requiremaents for concrete an masonry buildings are based on a locilloon 4rc.tmllng system. Other framing
equIvatent detailing ansfer, continuity and compatible deformations,
R30113 Engineered design,
When a building of otherwise conventional construction contaIns structural elements exceeding the limits of
Sectlor) R301 �r otherwise, pot c?lnform e, these stemrtg shot[ be des1K d In acFordoncevwIttionat
r c ,In
i,% to this co I Ei
I
accepted engneerIng practce, he ex se t of such �esign nee on y emonstrate co p lance a n
elements with other applicable provisions and shalt be compatible with the performance of the conventional
framed system. Engineered design In accordance with the Florida Building Code, Building Is permitted for all
buildings and structures, and parts thereof, Included In the scope of this code,
R301,21 Wind limitations,
Buildings and Rgr1lons, thereef shalt be liml�ed �Ket,d (01.2$)� .ric1dff.fn.tr. t . in
er.n.Etions!r
r'N
c V
- c edAlras "- ' ere con an
acqor.once w - his code, ask: wind spee s s e 99fer ed 'fro,, fIgnr'eGW10I% 4),
Construction In regions i eds from Figure R301.2(4) equat or exceed 100 mites per hour (177.1 km/h)
shalt be designed In occ a with one of the followin
1. Americon Forest and Paper Association (AF&PA) Wood Firame Construction Manuel for One- and Two -Family Dwellings (WFCM)l
2 Minimum Design Loods for Buildings and Other Structures (ASCE-7);
3: �merl�'o.j, Irgn &Incl Stlg� In tItu"te (AISIX Standard for Cold-Formsed Steel Framing7Prescrlptive Method for One- and
r A
we- am y we ngs ( S/ ),
4. Concrete construction shalt be olesIgmed in ciccordonce with the provisions of this code.
5. fBCCI SSTD 10 shalt be permitted for tulldln2s for a basic wind sp;5g,.g(f 130 mph (58 Ill or less In Exposure B and
10 mph (49 m1s) or less In Exposure In a cordance with Figure 4).
6. The FCI$,PA Gulde tq ,9pT1rcr.e1?or1cslS,CQr�l Reg t pl,p & HP Arear ins t(t, be ape
IS ,�eretlal dCor
,pJ5&cm P
.)Wind a
. n fxp fmit
. �Irq,for
concrete masonry ot c Ill s&3e0e1'.2(o")i or or I ss sur n mPOOCA01.� or
Less In ExpGousiure C In accordance with Figure 4
7. The WPPC de, to Wood Construction In High Wind Areas shalt be permitted for applicable wood -frame bulldfings for a basic
30 mph (58 m/s) or less In Lxposure B and 110 mph (49 m/s) or less In Exposure C In accordance with
Figure R301.2<4).
R301.2.1.1.1 Design.
The following des
H�n guide shalt be accepted as conforming to accepted engineering practices, AAF Guide to Aluminum
c
Construction In gh-Wind Areas.
R301,212 Internal pressure.
Y�d or bu�dl wind -Urn dgbr�ts r.eg .no. t I Jutt;F
, �n
cig;�qj
uIrd, cliftEls 7.
a ,�uTl dp gg e logo;led I as a n %tep??;!I�� . _;�
r D r1r
. c.os
a � It r elm ng.
Ape" 2 1996 nsn� on 4 , orne , a rs a mee t o s of he arge Missile as a
ST . ,� Cfhpe'Tf,
" i Te r I op
M d of ASTM E 1886, SSTD 12 , ,cir TAS 201, 202 sind 203 referenced tKereln.
(1) Openini In surrooms, balconies or enclosed porches constructed under existing roofs or decks are not required to be
protec ad provided the spaces are Ilepuercattltd. from the buildint arotina wait
hA Interior by a watt and all openings In the sef
at,
are protected in accordance with ths Such space be permitted to be designed as either portatly en osed
or enclosed structures.
(2) Storap,e sh;ds that ore not V,esl,?.md for humc, ��,i and that lave % floor a
a . IT, habitat
less no required to comp y w rne debris ripac standur of this co is,
Exceptions Wood structural panels with a minimum thickness of 7/161nch (11A mm) and a maximum span of 8 feet (2438 mm)
shalt be permitted for opening protection In one- and two-story buildings, Panels shalt be precut to cover the glazed
werinn with att%c viled. Attachments shalt belrprovlaegaln acwxcineptillotv Table R39.2.16 or shalt be
c e
n - a r Is
clus ned to resist t a components cadding toads determined .Ions of a orldia
B tgng Code, Building,
R301.213 Wind speed conversion,
ced d on fastest mite wind speeds, the three second gust wind velocities of Figure R301,2(4)
d to Fastest mite wind velocities using Table R301.2.13.
R301,214 Exposure category.
r
ror eich not guction consigr ure ca tVtAdequateV rrflectis he haracterrIstic: rou d u f cS
rr I I ,rdo an expor t&Kre � , pf g Je to��Ie
n ,Vfltessitfrost be slaterm e or tl�e s I a at ?,I I a 1 r .tL of b5c ? . , a sl
ran a I �
, � 4o'; 1,
r o� Ig , . 6
Fores, a ca p ii.'Aln2glr�rthl 1 ril I 1, Tccoun s a
ground surf. a Irr ne I totar h etoalgp a, t ol as fro
jg.A.Rp
rF?_q1T0 t 1thear se from . t
re ff-
c� a p youirgot v ear r
Spq uc e _ _s,_ r,or any glyen_ w n, .exposure n w c ciwc 0 Is s1ted
1. Exposure A. Large city centers with at leasi 50 peircent of the buildings having a height In excess of 70 feet
<21 336 mm), Use of this e shalt be limited to those areas for which Terrain representative of Exposure
A prevails In the upwind direction for a distuce of at least 0.5 mite (0.8 km) or 10 times thesheight of the bultoling or
at er structure, whichever Is weater. P I I han-getin effects or Increased velocity pre sures due to the building
S a 'of sa d 1. cce rit ultg
or tructure being loc ted In Pie wake a n shall be,taketn Into account.
2. Exposure B. Urban and suburban areas, wooded oreas, or Mher terron set h numerous closely spaced obstructions having
the size of sintge-fomity dwellings or larger, Exposure B shalt be assumed unless the site meets the definition of another
type exposure,
3. Exposure C. Means, except In the High-Vetocity Hurricane Zone, that area which ties within 1,500 feet (457 mm) of the
coastal construction control tine, or within 1.500 feet (457 mm) of the mean high tide tine, whichever Is less, On barrier
Islands, Exposure C shalt be applicable In the coastal building zone set forth In Section 161.55(4), Florida Statutes,
4. Exposure D. Fiat, unobstructed areas exposed to wind fLowl.ng over open water (exclus:117 shorelines In hurricane
prone regions) for a distlIn of at teut I mlla,(1,61 km), Shorelines In Eqosure D Inclu a into, d w,,,terw,, , the Great
a as na t I areas a �ftlfornlcs, r7on � stin n 14toskt T 9 orty to Vho.e ,�ultq
fts
rip � cl�ta , er. te ' S ',�'." 11 and , he s ore .
otRer clas % a xglyste 1c, IS,& per cly ,xTfilr i
ce cifs r "Tcla fturr"e, peW'4e`,',er
,,%% Vr
& ra, eel 74 �� tgom E ef.Tem
is; n or mes as g t of but n*g or W*uc Ic s gr r,
R301,215 Basic wind speed,
The basic wind sche,ed In miles per hour, for the development of windloods, shalt be determined from Figure R301.2(4). Basic
wind s eed for he special wind regions Indicated, near mountainous terrain and near Trges shall be -In accordance with
Local on htll bi Id by tocisIlbordinance using
,Xyrl�dlci;� rie?'Wr msirr�s. Th exact Locatt of win 5 a
ze ,Slc. "';
nor S suct ,I sp,T,ed tines s � estcsb��, ver.
recog ze as major roads, cano s, r vers and to, a s ores w ere pass te.
R301.2.2 Seismic =ons. Reserved.
Figure R301.2(2) ved.
R301.2.3 Snow toads. Reserved.
F�Oure R301.2(5) Reserved.
R 1.2.4 Floodptaln construction,
This code specifically defers to the authority granted to locat government by Title 44 CFR, Sections 59 and 60. This code
Is not intended to supplant or supercede local ordinances adopted pursuant 'to that authority, nor are Local ftoodplain
manct ment ordinances to be deemed amendments to the code,
R ol.y.e
5 a l construction tine,
Sttures located stal construction tine shot( be designed to resist the predicted forces of a
Ir or Storm even In accordances with Section 3109 of the Florida Building Code, Building.
, ,7,e
ON R303
LIGHT, ,ENTILATION AND HEATING
R303.1 Habitable rooms.
Alt habIt1le rooms hill be
�, ovIde IN , h .9 r ate I xzlng area of not less than 8 perc f loor area of ?u,c�
_ sg a e t a t
%�
I to u h Rol3gossit , .
roo ' No t "do , st Jhr cit ; I #.q;l, to,yver or a er a r? nF s t, ,ge oocuctudpo.orr rth uc Inimum
! j
. JV
, rRp
r &
cl
a eml 2 , I loge % 1,d�, F It at
n.lMs .12 �
. jrov.uVd- er.1 se a re buid s. a m
sona a area a he NY kY T`pa'`t 'f We Gor y
oI3 cars rs a area o=gcae'nrtW.%eT
Exceptlonsi
1. gl 3gening Is not required by Section R310 and on approved mechanical.
ftn system Is provided capable of produ,llng 0. air chan er hour I the room or a whoie-hou� me5h%nlcot
r tgtp
c
v:ntKotlon a �tn d$or v 1.,T,,�Ir if T15 cubic feet Iger -11 f1lol L
v No
cu�'.ci a n mP.urt'Nacchmaddl noNecirciam
n1t
. a' tW
oi a . ,yr a
per occupo comp on a ro �
2 . The glazed areas need not be provided In rooms where Exception I above Is satisfied and artificial tight Is provided
s Piabee of - r l(luninottlon of 6 footcandtes (6.46 lux) over the area of the room at a height of
nc� ?
6g3ducinmn civeram
a es ( mm) eve the ear evel.
R303.2 Adjoining rooms,
?tf deter t and v,ert4W,tIon re,Vreperts, any wom shoV be c sid r d a )ortlon,of op cd4
.h(7 , 9r) open ng a no olnelsg
I Vn,� 19
I t s
urqore a a urtrobs ructecr=
roo w eas one- a 0 a e �rect a a a 00mis
enth of the floor are a the Interior room but t (. ),
E sections 0 enIngs requi ntilation shatt be lVrmItted to op n I to a thermally Isolated sun m
an ,
tion or at a ed at ere Is Qfl opencilbe yea Etwee olinicroom aq� tn$,sunro NN a III -
L I
adI a 13 ,qover, ut at Less an square leat SV m2).
�2 ver of no less than one -tenth of t le ear area I the Inter or room (L
- a c
h minimum opencilue area to the outdoors shalt be based upon the total floor area being ventilated,
R303.3 Bathrooms.
Bathrooms, water closet compartments and other similar rooms shalt be provided with aggregate glazing area In windows of
not less than 3 square feet (0.279 m2), one-half of which must be openable,
Exception, The t zid areas shot( not be required where artificial Light and a mechanical ventKotlon system ore provided.
The InImum ven I pr, r tes shalt be 50 cf%(63 ) for Int:,rmItten tRatl7n or 20 cfm (9.4 L/s) for continuous
n r
tcstlon. ven% tly I vr
. an Ot
r fr ; �, L/s
�h
v t a a e ex Ousted Irec he ou side.
R303.4 Opening tocation.
Outdoor Intake and exhaust openings shalt be located In accordance with Sections R303,43 and R303.4,2,
R303.4.1 Intake openings.
Mecharilgat andK vl-!w outdgor air Iglake onnings slit be k,of,atel ot minimur, of 10 feet si3%18 mV fugg a
us ,i
,
m no
or nclx con I, t suc (is ven IS, chin ys, plum nq van s, s reets, ate
, ,�s, parking a So an too Ing ocks, exce ,
othgrwlse specIfI,T1d In ,4hl,tc I
isgole. gn�sere ,f-,W,Ve re locot�d I hin 10 feet (3048 mm) of an Intake openflng,
I c y
11
suc opening s at be ace a I, a mm a ow 11he con am nant source,
um 0 ,68:in 3mL
etof �nt
hi ection, the exhaust from dwelling unit toilet rooms, bathrooms and kitchens shalt not be .
conider as hazardous or noxious.
R303,4.2 Exhaust openings.
Outside exhaust openings shalt be located so as not to create a nuisance. Exhaust air shalt not be directed onto walkways.
R303,5 Outside opening protection,
Air exhaust and Intake openings that terminate outdoors shalt. be protected with corrosion -resistant screens, louvers
or ties having a minimum opening size of X Inch (6.4 mm) and a maximum opening size of M Inch (12,7 mm), In any dimension,
halt be
ape&, s s A protected against local weather conditions. Outdoor air exhaust and Intake openings shalt meet the
provislons for exterior wall opening protectIves In accordance with this code,
R303.6 Stairway Illumination.
All Interior and exterior stairways shalt be provided with a means to Illuminate the stairs, Including the landings and treads.
igtorricir sitalroic, 5 shalt be provided with on artificial tight source Located In the Immediate vicinity of each Landing of the
I, ,111
, r*?V rIT lflc!g (Tt sourvi she le of RY,mI!g,tInA Ireads o sv $ not
I A I v ,in
, ,�t be OFTeaO ,p,,q, t%ndInp.
�h , I c? ,,,,,,, ux 4, d t ente,%to Tet% s tn I n, ,W,6fE1her ltdod'e. I?
at a I r w " Ir
tyg I ,cflurt., N , a
cirWickst c se lZedla T vic I a mp no, aIrwV x1eflor in W
n , I W s '15US pr Q&Icste
.11 b prov ad , .T, t
akT,e L ll�� w h an art fical ghr ource Ifoce a I el in
,,Is t? %hboge,�Int ?r, thgef-ygs t ,qr. a eve ,
. I j
- ,,
v ..Ini� a' e 'a' am on ng a a s d relay,
Cis
E A Ion, An artificial tight source Is not required at the top and bottom tonding, provided an artificial. light source Is
.
.. I
lace ed directly over each stolroway section.
R303.6.1 Light octIvatlon.
The control for cictlyaticin of the requi way tiprtin2tsralt be .r
Giesvible at tre to and bott
a , m
a t?p
a gl
or arlp c h
stairway without traversing any steps. he Illumination of exte c r c a r waXescls a I e controted m Inside Ing unit.
Exception, Lights that are continuously Illuminated or automatically ontro .
R303.7 Required glazed openrigs.
Required glazed openIngs shalt open directly onto a street or public alley, or a yard or court located on the same tot
as the bAtcling.
R303.7.1 Roofed porches.
RFqy�eecl sgraAe� op me� f a c a ,qt . c, . a OF a d ,p, r w.qere the rch �buts a ftreet, yard ir d(tk ton?.er side
c s ._rnlngF
't sT IT
. r t
% . , r h nrl an
. e P 5 ,
a p teas d s ruc ed and t e cell ng Wgh s not less an ee 21 4 most .
R303.8 Required heating,
When the winter design temperature In Table R301.2<1) Is below 60'F (16*C), every dwelling unit shalt be provided with heating
�a�flitles jepolote of mointainlrigisto mlnlmu,,,,r,om t mPer ture of 68'F (eO*C) at a point fee� (914 mm) Wve the floor Qnd
iet (6 mm) fr,or, exter,ly , VItackir �(9= it the tesmecefiature, �he sta lotion a one or more
sih ,%,,%�r : 4 I IV I qnh, s
For f1lotemace hea ers s a no used a ac eve comp lance on,
ECT�ON 3 4
MINIMIN ROOM AREAS
R304.1 Minimum area. .
Every dwelling unit shalt have at Least one habitabite room that shall have not Less than 120 square feet (11.2 m2)
of gross floor area.
s.
Oth:rthQbltoble rooms sheik hove a floor area of not Less than 70 square feet (6.5 m2).
Exc p Ions Kitchens.
R304.3 Minimum dimensions.
Habitable rooms shalt not be less than 7 feet (2134 mm) In any horizontal dimension.
Exceptions Kitchens.
R304.4 Height effect on room area.
Portions of a room with a sloping ceiling measuring Less than 5 feet (1524 mm) or Q furred ceiling measuring less than
-
7 feet (2134 mm) from the finished floor to the finished ceiling shalt not be considered as contributing to the minimum
r7ulred habitable area for that room.
SE TION P305
CEILING HEIG14T
R305.1 Minimum height.
HabItqbte'ryop,,,th, pe re.4u�athro mg, t rocims,s(aurs ryr rooms and, bairomoerntto s9ett have a ceitir
(g,�Z,�mco�kldcr red heIg st t be I
I uregi F am fn ;� height of not
U calling. ), e I men, the sh lowest proje tIon
Ex t'ons'
I' p an ,p SR. A net less than 4 feet (1219 mm) on center may project not more than 6 Inches (152 mm) below
!;ems eclur.Irg:rn. ef .
r
2 C�,llngs in a i haIK:obk ocf ) of the flnV%
d ,o p feet, 4 Inches ( 9 1 mm) of the nls ef'lrojor,
, csm� ,girders, ducts or a r a struc - gr
It % 7 &mQy pro�ect to within (
Vget, 8 Inches (203
a I r - ns may roject to with f d
3 . he requIred floor area of a room or space Is permitted to have a sloped ceiling Less than
7 feet (2134 mm) In height with no portion of the required floor area less than 5 feet (1524 mm) In height.
4. B a t h rpoop hati. have a mdrilisiglip lutlrn � xf 6 feet 8 Itiqhes (PO36 ml) over the Wire Qpd at the front ctleranc
S s , he L
g ,y 002
cirea fixr I . shower or tub eTpped with a shower ea sha have a minimum ce Ing heTght
of 6 feet a Inches (2036 mm) above a minimum area 30 Inches (76 ol by 30 Inches (762 mm) at the showerhead,
3ECTION R307
TOILE!, BATH AND SHD',/EQ SPACES
R307.1 Space required.
Fixtures shall be spaced as per Figure R307.2.
R3072 Bathtub and shower spaces.
r floors and s with Installed shower heads and In shower
l
bent surface. Such wait surfaces shalt extend to a height of not less 6 feet (1829 mm)
a a oo '
P3084 Hozo,dous Locations.
The following Shalt be considered specific hazardous locations for the purposes of glazing,
1. Glazing In swinging doors except jolousles.
2 . GiGzIng In fixed and sliding panels of sliding door assemblies and panels In siding and b1fold closet
door assemblies.
3. G�csz:ng In storm doors.
4 G ciz ng In all unframed swinging doors,
5: Glazing In doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and
showers. Glazing In any part of a building watt enclosing- these compartments where the bottom
�lglng Is less than 60 Inches (1524 mm) measured vertically above any
standing or walking su lace,
6. GtcLzl , In an Individual fixed or operable panel adjacent to a door where the nearest vertical edge
In
Is wIth9n . 24-Inch (610 mm) arc of the door in a closed position and whose bottom edge Is less
than 60 Inches (1524 mm) above the floor or walkIng surtoce.
7. Glazlng In an Individucit fixed or operable pone(, other thors those locatlons described In Items 5
and 6 above, that meets all of the following conditions,
7.1. Exposed area of on Indlvloluot pone y7rea ).
7.2. Bottom edge less than 18 Inches (4 mm) above the Ttoor.
7 3 han 36 Inches (914 mm) above the floor,
7:4: One or more walking surfaces within 36 Inches (914 mm) horizontally of the glazing,
8. All glazIng In railings regardless of on area or height above a walking surface. Included ore
structural baluster panels and nonstructurat In -fill panels.
9. Glazing In watts and fences enclosing Indoor and outdoor swimming pools, hot tubs and spas where
dg the glazing Is Less than 60 Inches (1524 mm) above a walking surface and within
60 Inches (1524- mm> horizontally of the water7s edge. This shalt apply to single glazing and oil
PQ nes In multiple glazing.
10. Glazing adjacent to stairways, lanolin s and romps within 36 Inches (914 mm) horizontally of a walking
? he glass Is less than 60 Inches (1524 rem) above the plane
of the adjacent walkIng surface,
ill Glazing aclIjacent to stairways within 60 Inches (1524 mm) horizontally of the bottom tread of a
stoirway in any direction when the exposed surface of the gross Is less then 60 Inches (1524 mm)
he tread,
Exception, The following products, materials and uses are exempt from the above hazardous Locations,
1. Openings In doors through which a 3-Inch (76 mm) sphere Is unable to pass.
2. Decorative gloss In Items 1, 6 or 7,
3. Glazing In Section R308.4 Item 6, when there Is an Intervening watt or other permanent borrIer
barrIL3r between the doscl� and the glazing,
4, Glazing In Section R308,4 , Item 6, In watts perpendicular to the ptQne of the door In a closed
position or where access through the door Is to a closet or storage area 3 feet (914 mm) or
less In depth, Glazing In these appticcitlons shall comply with Section R308.4 �Item
5, Glazing In Section R308A , Items 7 and 10, when a protective bar Is Instatte on t4 accessible
side(s) of the glazing 36 Inches ± 2 Inches (914 ± mm 51 mm) above the floor, The bar shoR be
capable of wlthstandlng a horizontal toad of 50 pounds per Linear foot (74.5 kg/m) without
contacting the glass and be a minimum of 1% Inches (38 mm) In height. 1
6. Outboard panes In lnsutcstln� gloss units and other multiple glazed panets In Section R308.4 , Item 7,
t e gloss Is 25 feet (7620 mm) or more alcove grade, a roof,
walking surface, or other horizontal [within 45 degrees (0.79 rod) of horizontal] surface Qdjacent
to the gloss exterior,
7. Louvered windows and jaJousles complying with the requirements of Section R308.2 .
8. Mirrors and other gloss petrels mounted or hung on a surface that provides a continuous
backIng support.
9. Safety glazing In Section R308,4 , Items 10 and 11 Is not required where,
911. The side of a stair Landing, or ramp has ,cL guardrall. or handralt,tinctudlng balusters or In-fitt
jonets, complying wltwhNhe provsIons 0 Sectons 1012 and 1607.7 of he Florida Building Code,
ultdingj and
9.2. The plane of the gloss Is greater than 18 inches (457 mm) from the rolling.
R308.5 Site built windows.
Site built windows shall comply with Section 2404 of the Florida Building Code, Building.
l and sloped glazing.
Skylights and sloped glazing shalt comply with the following sections.
R308.6.1 Definitions.
SKYLIGHTS AND SLOPED GLAZING. Gloss or other transparent or translucent glazing mciterlat Installed at a
slope of more than 15 the Irees (0,26 rad) from vertIcat, GIG I materlots In skylights, Including unit skylights,
sotarlums, sunrooms, roof2 and sloped watts ore Included In IR definition.
UNIT SKYLIGHT, A factory assembled, Lazed fenestration unit, containing one panet of glazing material, that
allows for natural dayti tIn? througg on opening In the roof assembly white preserving the
weather-resIstont borrer o the r of.
Toll Mail Ill G MUM AND MADGISFAN7 FDRWMRWRIEMI IS
R308.62 Permitted materials, nical evaluation, L11Irdwo.�oIs,t,D�.Ipl,IIr'1. h.lom-lir.wAempi�ad-;mo;i.t-lirnd"imglombtrofock�1,0,I
The following types of glazing may be useoli In lieu of a complete geotechnIcot evolucitlon, the toad-bearIng values In Table R401,4.1 shalt be assumed. Exception, The vapor retarder may be omItted, litili"Imliffooll
1. Laminated glass with a minimum 0,015-Inch (0.38 mm) polyvinyl butyral intertayer for glass panes 1. From garages, utility buildings and other unheated accessory structures. R802,5.1 Purlins, " Is
16 square Teet (15 m 2 ) or Less In orect Located such that the highest point of the glass Is PRESUMPTIVE LOAD -BEARING VALUES OF 2 . From driveways, walks , patios and other flatwork not likely to be enclosed and heated at a toter date, ORM AND NAME 31FOR 110 SIZE so. I III, win 11 Sorsto at
not more than 12 feet (3658 mm) above a walking surface or other accessible Grecti for higher ,V to be 1vtolted It?. redu e R802.,5 sized
yorn In Flqr
nt Y, D�rllns shalt to
or larger sizes, the minimum Intertoyer thickness shoR be 0.030 inch (0,76 mm). FOUNDATION MATERIALS a 3. the building offIcIat, based on local site conditions, an e re%w red size Q the ra teris t at hey sup,T,ort. ur ns shot be con nuous an s be srporl. kosixii.ahs 22-4 3111 VIE) I
n r n ; . I
CLASS OF MATERIAL LOAD -BEARING PRESSURE YLInsich In 4-Inch I mm by 102 mm) braces stalled to bear ng pigtts at a slope not less than 45 degrees ram he 22xe n i ill
in ,
2 Futt� tempered glass, R5062.4 Joints. h 4tiLeThe �rgcfese?hi kr rs ced not more than 4 feet (I .19 Isom) on center and the unbraced length of braces 22xe still I $11 2 54 2
r
(pounds per square foot) ,prIf no 8 3 za -1 =x --M- -2 ra 2 a 2
3: d glass. 12,000 Concrete stabs on ground shalt be provided with Joints In accordance with ACI 224.3R or other approved a ... xcee 4 .
Crystalline bedrock petholr
4. Wired glass, 4,000 C. JoInt,i shalt be ,c1esI4.nrd aurnraLr1r: Itec,ld orcirn�neer, R802.6 ring, -
'ejoy
xcep on, Gin " . ,�orc. _p n 22-2 99 2 115 2 111 2 .
o oncrete stalos on ground or In slabs for one- and fter or ceiling joist shalt have not less then IN Inches (38 mm) of bearing on wood or meta( and 32x8 85 1 n 1 us I I
Sedimentary and foliated rock 3,000 wo- mily dwellings complying with one of the followings --
5. Approved rIgId plastics, Sandy gravel and/or gravel <GW and GP) not less than 3 Inches (76 mm) on masonry or concrete.
R308.6.3 Scrtens, general. 3,2xID to I 91 2 92 2 1
ll k t-strengthened Ptass,fat retaining screen meeting the requirements of Section Send, sitty sand, clayey sand, slity grovel and ctctyey gravet 1. Concrete stabs on ground contaInInR synthetic fiber reinforcement, Fiber lengths and dosage amounts R802,61 Finished calling material. 3.2-2 172 2 In? 2 95 2
r3r 21000 .a
, ��71oshgl'cb t�6V for uly tempered glass that meets either condition shall comply with or1b of the followl g If t,q finished ceiling (noterkil Is Installed on the ce4tingsprior tp the attcs I
n . � of t Ion ")
S r of he P c a " s' s ff. ag in .2.6 92 1 814 1 III
I se cons ructon at a foctory, a cpmpression stry Dime thckness as he InIsh ce Ing me er at shalTabe In. qle
t1cInsR ...�rlopl the gloss, excep (SW, SP, SM, SC, GM and GC) (1) FIbir ten�ths shalt be 9 Inch to 2 Inches (13 to 51 mm) In length. Dosage amounts shalt be from I, Ire I in I I 95 2
Clay, sandy clay, silty clay, clayey slit, slit and sandy slit 1,500 to 0. 5 to 5 unst bl d M,15 to 0,89 once with the manufactuirer?s ,IrectW a�rr thF thr cosrvress�v terlat I itioss t
it 4o f to
nd Plate# , ilriii, watts 1 I 5 ci 9P
,,stren
p9t .tt IS gicin
� I a e,.ct,:pf?, k c e,, rl,len N, ,. a $n �Qtp Qxv ift I in 2 lull 2
p I . %
(CI, ML, MH and CH) r u I or I�V ,a s.r p I pe I .ng%Lmg � ' rants sarrop te pds(.�whww_.wi,1 12-. 71 I 29 1 75 1
R308.6.4 Screens with multiple glazing. r[cIp, .M. .tw alit - � r V qnIsh cell 4
r cl � ca on a comp e ngpp jor, -
For S SRO , t it 'A ? M o Iclat through Ito" w Z2x(5 415 I (I I 37 2
cl, 40 , ,ffi
When the Inboard pane Is fult� tem -strengthened or wired glass, a retaining screen,lmeetlngg the 1, - L T,tic §X. R.hn-c e Cw'l* YA �40� A t"C.I -0`ig
Shp be installed k I le It for either conottl n sted 12-8 59 2 it 2 a 2
arred, heat o (2) Flber'tength shalt be from A Inch to 2- inches (13 mm to 51 mm) In lrp,th, monofItoment or f1brittated, R802,7 Cutting and notching,
r:quirements of Section R308, .7 nelow the 'gloss, exc a. When Solt tests are required by Section R401.4 , the atLowable bearing capacities of the Solt shalt be part D to achieve
e from 05 to 1.5 pounds per cubic yard (0.3 a .89 kg/m 3 ) Structural roof members shalt not be cut, bored or notched In excess of the limitations specified In this section 22-1D TI 2 n 2 ill 2
S ctlon R308.65 , Ali other panes In the multiple glazing may be of any fype listed In Section R308,6.2 . dtions. 40 percent reduction of plastic shrinkQge cracking of concrete versus a control mIx In R802,71 Sawn lumber.
R308,65 Screens not required. b. Wqe t% buIIdI7 pfficlo cleterminis IVA In5-,qtacThso1c%owI0t In than 22x2 art 2 TI 2 05 2
. � c ii w earing capac y f L' Insesd accorP c with ICBO �C3'. or
,9 on, atiQwabte belic
e y o e presen a e s e, e se , ghck�pNeltWerm , cric? I 3te%��e Its usln% mIgImum Ix ( %�MsErl�t,ea, shalt 1pse t b
py a e?y'tnf9eNc: fiber he c, tj%s 32-8 ?11 I n 2 58 2
multiple glazing and either of the followlng conditions are met, R401,5 Compressible- 4 nc es 312 - 0 N 2 n 2 all 2 1
.,f 0 a "�o
l be required when fully tempered glass Is useol as single glazing or the Inboard pane In pr%v se I thf cpmplance M2t( I In , rare
m 4�. , To R. he mon I Ii
r
, c
'or opffting Solt, , ! RP01116
a
afactu holl. provide certIfIc :) compliance with A M � -
1. Gloss crec. 16 square feet (1,49 m 2 ) or less, Highest point of glass not more than 12 feet ils are compressible or shifting, such soils shalt be removed to a III th and width uI cling of the 3.2-2 ID7 2 811) 2 81 2
I can'to 6x6 W1,4 X WIA welded wire reinforcement fabric located In the than 4,2-8 81 I n I T? I
accessible area, nominal glass thickness not more than sgfrlclenthtoc�psure stqb(e mot 117 middle to th er one-third of tFie s1l;x1a. list wire reInfTrf,e?mfn c shit,tt be sm,ortel.git.rk �I t2xID lot I I gin 1 2 91 2
I _ _
2, C In nq
(3658 rein) above a walkin ve Iture content In each active jone and shalt not be us. as flit or stabilized `1 U?9 - � 11�cimr� or n cic �
3 / 16 Inch (4,76 mm), an (for multiple gtc,zlng only) the other pane or panes fully tempered, w eac a zoneby chem ap SW e a
SECTION P403 cut, dewasterIng, or prescitura Ion, e u oM at spacing!; no ofe.ceed G�, nc$ wit ,2x2 Ito 2 103 1 2 93 2
Laminated or wired glass. R4.JN u cic urer s speciflizaRgiris, etded plain wire rein orcemen featrIc: for concrete ��cept�jv N?.,tch.ef ton c1gtIte7 eg,;�..rmtlia Sig . ar er vlgt�dt�ehaa c4n;nslon qf the repjI9InL%p.or(J1pe g),
e _r,n ,,q 2 r
k� ,L gmtte g %U p
sangj�te
.1 qW
2. Glass area greater than 16 are feet (1,49 m 2 ). Gloss sloped 30 degrees (0.52 rod) or ST A 1115, The a r s no ess an n a v d n W.Whisrolored.lropoills. 12x# 28 1 74 1 71 1
'I, a IS 'h) above a walking s s. I Kp �2sdll 311 1 35 2 31 -T--
fromtvertica .InT �erface carol, n1tandard Speclflcatlon for Steel Welded Wire Reinforcement Fabric, Plain, for Concrete
At exter or watts ill r t d T,,onr or of n t f ti ad fotrd..�T,Ions ,,,,., JeT
of glass not more than 10 feet (3048 m . R R802.72 Engineered wood products,
onw tl ill or -a , ortgeme . Cuts, notches and holes bored In laminated veneer lumber, lue-tomInated members or I -joists are not permitted unless the
jg.Oso O'cRtAngo�otg:s: I on. 22xe n 2 (I 2 310 2
n ' "N ' oeff from e character so . becerlp , Late egtifled b m�er �radlen rpte,netrations Is specifically considered n the design of the member. 2.2 x 1) 81 - 2 63 2 4V 2
;9d highest p �11 bFt su ,
- tport%d su P I
,S c .cy r Is
c ,,I,Fr
or c, her accessbte arect. p5optle rcive,lelf �ge: ur ehf�cl�nit cl oLTt
, �'. )p n co at co a e ,
ed nspect o a a r1ticstLatt P.'dyld ties is ode 2-2 x 12 Ill 2 III 3 65 3
R40311 Minimum size. -V . - at R he requlremen� - - Is
lan'l f re is 4co� ATeKsAjea, hin a .1 . an n a a oVerm4n
R308.6.6 Glass In greenhouses, Cpptr.n. t sulg'g foods s Loa ,,%dimension tuqbg fgr studs,g 11
Any PtazIn )uses, upper on undisturbed naturat sells or engineered flit. or ,
1pspectlon Issueg by a r gracing or Inspection aqem�l
t Tir n I y mess ng
c % materlat Is permitted to be Installed without screening In the sloped areas of greenhic R802.8 Lateral suppo
&SV6'ded se greenhouse height at the ridge does not exceed 21 feet (6096 mm) above grade. 40 F& a ceste .. Rafters and ceiling joist havIng d,eLpth-to-thlckness ratio excirecing 5 to I based on nominal dimensions shalt be provided 3,2-8 M_ 2 55 2 eID 2
ro I I F felcand mos,.T,Inry footIn.?s shalt be as set forth � T�bt,j R *nl FI1u5efR4 10). Thr, tl�gt width, R60211 End-JoInted lumber. with taterat support at s Ints a a a ring to prevent rotation, 3.2-11 ?7 2 a? 2 511 2
, aristics. n' a - t .1 h Amoved orriNJoInte.dfifter Identifle by R802,8.1 BrIdgIng. PO f In 3.2x2 010 I'll
nj ItI,faltIningesproatiellbe cagglote pportin e tho? welght of the gIrmIyIna ,- sTo,L1ts1zfjtoSec1co'rlct ell the sell In wordince
The : P shot( o t A'Rel - - ast era ad; mark conforming to Section R602.1 may be used Interchangeably with " 2 2 all 2
ng me ers t*Ic C�l 0 1, mI 1, c nFsf. t, _s, 'Ons Itars' and c a rs a e same CV ,d qr 0xil ?*2 1 n 2 57 2
s�re , grupon e as r. .,
, s SP
lit� alt
subsnarlu, , . ,ofnAu a ve a %esh opening or no more *,OnZIr1g1nc9 y I c , w I W - 40-It ,rl d d atloweablhicsa XtImin.rs, supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous I -Inch by 3-Inch (25.4 mm by 76 mrs) 811 2 ?7 2 8110 2
� c t VII NO
ze uppdrtin le based on a r, or Rafters and calling joists havIng a depth -to -thickness ratio exceeding 6 to I based on nominal dimensions shalt be
cism),ne c, ng, to dy Go an
ze
m8.Rfff.l,%9pd
(25.4 m loya 95.4 m clro�ggf a foundations shot[ be In accordance with the alts set forth lei 12 Structural glued mincit
or 'st, to Glued tominated timbers shall be manufactured and Identified as required In AITC A190.1 and ASTM D 3737.
1 11' e �41 ..t to Qx1i
WMon an
" and Figures 017F . wood strip nailed oicross the rafters or calling JoTsts at Intervals not exceeding 8 feet (2438 mri). Q-12 192 2 810 2 III 2
R308.6.8 Curbs for skylights. R40314 Minimum depth. R602.3.1 Stud size, height and splicing. R802.9 Framing of openings, rissol'oolivallosIdissitik.no 12-4 77 1 n 1 ZI I
Alt unit skylights Installed In a roof with a pitch flutter then three units vertical In 12 units horizontal Alt exterior footings shalt be placed at least 12 Inches <305 mm) below the undisturbed ground surface. The size, height and spacing of studs shall be In accordance with TobLe R602.3(5). OpenIrgs In roof and ceiling framln
.g shalt be framed with header and trimmer joists, When the header joist span does not Ik- 12xil 39 2 n 2 211 2
403.1.5 St Exceptionsi �
<25-percent slope) shot[ be mounted on a curb ;xtendlns at leaTt 4 InT,hes (10. mm) above the plane of excee 4 feet (1219 mm), the heoLol@r joist may be I I b r the some size as the calling joist or rafter. Single 22-8 09 2 (2 2 39 2
lfhe To? 0 ac,i of.foptinRs, sft.tl be leiel.,The) b ootin stop a s� me 74 I;rcpted .
LPI units or zon a -percen s ape . oo ngs ; a be stepp w ere Is nec I cxan 1, Ut�lty grae �Jrds thciit not lloefw ,1jrec.sP.&Qnrq1t gsup er J a h, figet - o; th t -1 JAn
t the'94jr)r sclaiteg ryer j0ou% �, 2-2xlD 59 2 51 2 V 3
t
�
_ GRort rl?�e than ,% rclaf).nd Wmi � a sIn '
oof - L J he 0 ngs or wher an s a no VnN I'InMce,s exNarr.mr' w5sce.n. . a is ee
, , 2 d 4 ,!* mtmi
the r unless otherwise specified In the manu acturer s insta lotion nstruct ons. v;rt �2n TT -ac ,trre)
I d p Surfaf w4 ,� exceed a t (% mm eg feet (3 48 mm )OW nat - � r9I'Vs 3 r I i s
re t the bottom ld one unit a I a saxgee� 4 610 3 63 3
i nd Labeling. ve c. . 1z p ,to the slope a r, ,or I. Wals In I �mn& I a g.r?v� L an M2.2x 10 0 2 . -
shalt be labeled with rtcat In ten un??str onfaPt( ercent pe). �orn& , Pe cellin
-bectringootalLs. L9 a t i�
erior nonlou , ngl.rij ,
s s f s,r sor
more than 10 feet ( 48 mm) In height which are In accordance with Table R602.31 ! u Pr'rj. . conne ns �h In = header jo t span exceed I
Exterior skylights shalt be tested by an approved InclepencentctestIng laboratory, and R40316 Foundatlon anchorage. 2, Stud se a hea er Jo stel. IrInA , , 16 ? 312-8 611 2 52 2 0 2
turer, performance chora teristics, and approved evaluation entIt 11 �- a 4 1 t 12 f t (N59 rm? ton% slyltimb supported at the header by framing anchors or on ledger strips not less 3.2xlD ?.J 2 6. 2 58 2
on op . Itcl Jloancj.l�l on Icontinu?y,s fou,9lgt!&1s, sth -formed steel R602,4 Interior tociol-bear,12% watts.
iroved label IdentIf I fac 'TC �rf,cel,wgt ,foC.els a s ect,wQtt wood slit plate or cold 9psn'2*1*1Pies ti�eli Inc as .m y ml.
-�& of AAMA/WDMA 1600/IS7, Voluntary Specifications for SkytIg ts e a uric .T -bearing hall be constructed, framed and fireblocked as specified for exterior watts. 32x2 M 2 T4 2 07 2
.q
C$J� �gN�an(W t�n? manu ." watt
to re or qur 9 a IS on. Interior load R -
S attitil y ith km The p te,#te at ex.jerior fils, or thI5 stabs ovd pende SRI. I. t h it ,4 Vared to the fouic ad trffs.slegs. draw - it
or N comp �� %g,,, e ci, RISHISAWfruss a n Ings. +2-6 ev 11 I 2 9 2
wo .p I r4 1 2
1 , sre s . ". _ mum a two bolts p a ntr R602,10 Watt bracing, prepared In conformanci with Section R802.10.1, 11halt be provided to the bultalingi official and approved Qxl) 94 67 2
a - 2
one a ace , �;t i n &n I attlan 41h f np I I ude, V at minim%m.,, he Informatlon specified below -Truss design drawing Qxlz 98 I 85 1 2 T8 2
onchgr,o 7 s if; �fc -
SECTION R309 t� mm I
c c 1: mm) c?rm I ecses even a t lo Vtge �Ialeecs:sc olt' Alt e.terlor welts shall be braced In accordance with this section. In addition, Interior braced watt tines shatt be provided Truss deT,I,%n ratings
Bolts 7 2 V ce , 'I, ( ,
,atil be i 90.1 1�? pV�ct,T, �e'IIVI+h Wes Alp`4-n�rXit us.sla's dl.qf%tered a he jo site. W'ItirstirelouOdt.spiess- 22x4 rl I a I " 2
.� t tvst M Incla (12 7 mr) In diameter % � h it te d , ml1w IniPes (178 ) I to,pQsonry or In accordan with Section R602.10,11
, , I c c h
Rn
n
.
_
_.
n
at
,I
ill
Via fi,ui n T I pm �
I at L -
R309.1 Opening protection, �. �,, e earling, wet e p ,JF an jonoti R loq,s,,. 1111lts a. s e( R602.10.3 Braced wall panel construction methods,
on t r� e e r . t' �L. t -t 1, Slope or d 22x6 31 2 29 2 74 2
. 'I p ,
Openings from a private grage d1rect(y Into a room used for steepin .Feeneer n, I sa`i -- --g& a pF...;ecr eg #g.�,s
Egysirploters, e, % !ih�.nn�s R19 , , _ ;, e15 g be The construction of braced watt panels shall be In accordance with one of the following methods, J. kocatlon a Ott Joints. 2 74 2 it 3
l ot be permitted, rsijr , , I. e 0Tpth, span and spacing,
cle or w"re r Ireec%y to cl , I d-$ pr T?e' n quired bearing orldths. a2.8 3110
e garage ana residence shalt be equipped wth solid wood doors not less than woo n )I ctl. .1
Other openings between I Qnc orectcWr e oun citlon .. require feAr WET. S 1. 14TIFathlichib 4 Inch <25 4 P 10,� mm) go,jtlnu Z I. In :Fg let l,i to the top Gill botlon4al s cA thfj - a
In t v s ur .� 2.2 x ID IV 2 (I 3 39 3
r ,I . , .
. . crm to Tg� Di r., , ,
n " ccor m ; " : 6% on a -2xV
13/8 Inches (35 mm) In thickness, solid or honeycomb core steel doors not less than 13/8 Inches (35 mm) tl I as A � r 4. Design toads as apipticobte.
'? wp thl m .f
a me rees rQ or es .- , r.W) Prom 4.1, Top chord live toad. 2 0 3 49 3 (3 3
s 'roprietv cl re an eg - e "-xT- -- 716- 2 4`2 2 X 2
thick, or 20-mInute f1re-rated doors. a - n ra ng s at be ace aTeao Ong hi
a r I ; . p
jiffil.n.rchor str.pt, ,s aced as re2ulred to provide equIvalent anchorage to 9-Inch-siflameter (12.7 mrs) anchor bolts, , Or&s 7
. n.. . Lp
4
t n or a jo ent to stop s. the horizont4l, ). 1:5: jo�tclorcl dead told.
R30911 Duct penetration. The placement of buildings and structures on or adjacent to slopes steeper than 1 unit vertical In 3 units horizontal 2. Y 3
Ducts In the fraurca?eeoland ducts penetrating the wells or ceilings separating the dwelling from the garage (33.3-porcent slope) shalt conform to Sections R40317.1 through R403.1,7,4. load bovcds of V -Sit 51 2 47
21 Icch (15.9 mm) v,et,vinlmur thickness clp�ftd �l rRed a am chord live oad. 3.2xV 2
1 0
b of a minimum No. 26 gage (0,48 mm) sheet steel or other approved material and shalt f,403.1.7.1 I c1nding slopes. lagoncit ocirds s at e attached uds n cut. 2 .ga) . studs spaced a maximum of 24 Inches (610 mm 4.4. Bottom chord dead load. 3.2xl2 Iron 2 ill 3 64 3
Vicia ' a a cas f 3. Wo9d stru t I. I h thl g wlt� a tqlc�n;si pot less than .5 6; Inn (to > igt afing and 4.5. Concentrated toads and their points of application. I2-8 57 2 0002 74 - - 7-
, s ct Me . ,.F,h (7,9 mm) for I 5, Adjustments to lumber and joint connector design values for conditions of use. Q-1) 010 2 6111 2 m 2
- nic. rig. Gold structural -trotting wind and earthquake toads,
,cO In Z .
accordance wit ci�, FSK - , mm) or 2 6 0 mm) stud sp s s all m� IdIg 4.6. Con
shalt have no openings into the garage, tr I one not tec.urF ! r a mat a d n
r ?enera, bull Wj or st.V :9.1 te set a ruffiflent diltanU f o,� tp.e s
'n n�.,��., ci V e5t n I 40 A.' I to 'Nt'?o1p.ri"' `R'
s Ict , , c , � 4 . ' ins, %r eria
ire Cage, eros on n t,b, , urls, xceV. as pfgv d , ,rIgur9W,�t.1.f.r1 F
, t
R309.2 Separation required. I � I� t I
4 -, sl� 5
I go e ass.upel to pr%vI I s pC, a e ,� on, 1,rt a � un vFt�a In one I ril hprlzont�at 4. One-hatf-Inch (12.7 mm) or 25/32-Inch (19.8 mm) thick structural fiberboard sheathing ap%led vertically or horizontally on ch 1 Z2xv 1 711 1 2 62 3
5 .
-gfr$gn f,,,M)t t , 'We of e � .oe.,e L 1 GnT) f.Q� 'Qolr'�Vl�rffl, I' sorics 16 inches (406 mm) on center, Structural fiberboard shect hIng shalt be Installed In
shall �e .Tg.rcLted fr., the r 7 xim) cl I
The.8gr I 6. Ea reaction force and direction.
, d a Crsidence and Its attl orect by not I a .-�nch ,�12, h h,,,� r e'r I
c G , r or rif ps to Fg;e4% s:
98e.r pp ed the garage side, aroges beneath halcilfable rooms shall be separo ed from a t I'll a �Iane c at ds spa .� a-M ). 7, Joint cf,nnector tyge and cles,cf,W,t�
than 5/8-Inch (15,9 mm) Type X ivalent. Wh re the itei,oge,ta rrt?,,5nInR, 3tcyow, rn ei at t oe a ofe, %hteD`ReP9nhqao? the c ac Acince wRV n (iieg,ts!4e, t,h k n efos tKis gT .tr.,d 1�ge,dlmsrnsloroed location of each joint
.t . 'II;t,' 'g,f,
ess 9p ,a . T I , I t�, oIRT),n rf
Ralt.ble rIssms ; tl�: .Ile stc,T)e shalt be measure From a top 5. Gypsum board with minimum X-Inch (127 mm) thickness placed art studs spaced a maximum of 24 inches (610 mm) on center C yocl re a ve
e 8 Lumber size, species andprade member. FaStlh*p25.m.l"pt,&W.t�,tDWOkM
c
toor-celtlng assembity, t e structure sup or-eing t separotlon shalt also be pro ected lo 1. t a ii 0 Me 9: Connection requirements or, for a %a a aspraspewhitisslostred.
setarcition a h I y ,009ng s t fr m Aalc�ndlng Slope surfaces. �hd faster
u.9 at 7 Inches (178 mm) on center with the size nalls specified In Table R602.3(l) for sheathing and
no less than %-inch <12.7 mm) gypsum board or equivalent Footings on or adjacent to slope surfaces s Olt be founded In material with on embedment and setback from the slope able R702. . for Interior gypsum board. 9.1 . Truss to truss girder.
R309.3 Floor surface. ur% ffl I t I V!1.1 tl .�,.nd ls�%-A�-A t f th figtirp without getrim ttt t. ExcRpt as 6. Particleboard pos sheathing panets Installed In accordance with Table R602.3(4) 9.2. Truss pt( to ply. b.111olsisidwasse, -- 02giol,isrope,
,F
cic tde,T a % ige g 7. Portland cement plaster an studs a f 16 Inches (406 mm) on center and Installed In accordance with �
9 c P' r ,Fr . , . 7" ',r f,tt.r 'g! a .,21desitilhistiestowip.p.slafte,fitteir F..dt.hw.nt-,k-,M--p�6kdl,hhklp*W.
f . - ,�4 I Is
,Fd V
c Fr a a A . .7v Is . ,a ) allp ISIVINqN.., cr RrLd, Where
a
, r Re'e ,1'.5 , . .�p" Do- can j s ?gg .u�w r _
I n 1 9.3, Field spices.
t , . I �
Garage floor surfaces shalt be of approved noncombustible material, i . s s ep ,�.n orr un ? bac a -.hNw.iIp.,Aodi,b.
r� n se ,
,F I
r.m an P. &f; L S. Hardboardponet siding when Instal In accordance with Table R703.4. Call k.k,.fO*�ui.,,O�dw,Wi,.*.ri.Vh,,k�vi�0,qU.doA,k&q.6
. , ..n_p
.1r
The area of floor used for parkintof automobiles or other vehicles shall be sloped to fcLcltltate the m.a.,u . ne 5' degrees r , pro ec f, oe fsWe DsTope, 10, Catrutated deflection ratlq and/or maximum description for live and total load,
ward the main vehicle entry doorway. R40317.3 FounclatIc - 'narllon
L
, is,
movement of liquids to a drain or eve Except2i Alternate braced watt panels constructed In accordance with Section R602.10,6 shalt be permitted to replace any 11. Maximum axlet compression Forces In the truss members to enable the bultalImp desilrer to design the size, connections uppirkil by mipp�ita" Now imissid b h Ifideshisidd slit Nd ID h how,
ofth and it .h ... d
gr aced watt ponels, rmanent continuous lateral bracing. Forces she be s own a the truss design drawing or on
ScKoded sIt1g, �i: of any extFi-lor ciunckita h it ,t nd , , th Mellon ?f 1 Int of
( aito� , I* a I �e street w.tter ?,t go
R309,4 Corports, ,lp a7r ve I d,r fr v rc a' .' n Me tg3riC1, e ec on .. su emeno acumen s.
ova F F �1. ftF. X retqeurrnead� edraInvoitelanos orts. 12.pgequlred permanent truss member braclng location,
the Own, p� p qtje Ind ,I `L .
"Id c .
It lectst - shalt be of gpiroved rnptncom�ustlbte ' rr� rd I , ri V11 ff o , Ctons a on - TiELEFi$2-�'$i2,GlFbWIPAN$ miDwasespistal kxorwbeeaplooKiIALU .
s es be considered a garage on a e, a . ram s f .v
Cargo tsCsholt �e op�n on at least twq Vwloes.l�arpsohrat,tftoor surface!? a . 14F
rr or - I, tilegro 5 lace s e.
at. y wit 1�a .
mat ofor Is no ,lopen on a hall co a . a As C p 4 4 Beams, girders or other concentrated loods supported by a watt or column shalt have a bearing of at Least 3 Inches R802.10.2 Design, Mft-,p.,,,Utb.,",V4.,I,I. 4i -rem pine iold,eiv,e-prio-World re,telfesildAwtor Of 110 loid.�
provisions ths sec on for garages, 403 Atternat learances, (765, ) I I th sur�d paroUlt tg 1he be on Solid ,,;o,r ,,at less th I 4 Inches (102 mm) In ,s.,,,o a dr, list trusseit thalt be deslined � fiacVe. The I ure of metal
�Iter,h, 't etbacks and fAssery are permitted, siubject to the w rovot of tqe bultdin officlotill I n IML [Re, Mlh,..f � I
L?
�eT c c ,�e bultdirip ?ffIcIcLl Is e the or upon co t uou OW 17.) 17$ 1 21
er a I ' . .. _ , the Int n of ro ec ng no . m) ace . aIgn, and manuf %
mI t , e d nRine r a .�IemonitWe 1� r *`+Cq" HEMEWSAWGIPEEft
.tr,
V
Pin �p gte T,S
, a nVck,,
a mel,u(n 'Mr r �.'&F S r ,Fcgea
ct a reAu'.r.etIa?IA'r-.1G%n9nQv r'ti cInp., cititinclude c nsiderato or mater at, heIg of pe, s ape grod ent, bear 4 ; eneIggs
Exception, Asphalt surfaces shalt be permitted at ground level In corports. .c. . 'egbe* I ' ICP heafweak' t Is
I 9
% .deqV., pto a connec e wood trus as s at 911Mfuty
s I . r he a I mccirlaric
ot csat�,n of a guotl 4 this e nAle mto ram a f a Nkr'ASfffff1' r '. 's s I le I rulings s a a prepare y a registered
The are� of flo,?,r ufoecl fgrrckIgarkIn�0of jugemolsoftes or Ither veh�oes shall be sloped to faclUtate the h.1 bee ,q?,mme% ,T a I Cpftsl�I�xt 1%agre required by the as of the jurisdiction In whlch a project is to be constructed In accordance WIVI'M so= tis. I III, pool m ""n
. ; _ R606.13.1 Joist bearing. t ec IT I .1. `�-I 7, I I zi, I :5 I
_ or . . a
movemen of liquols a or war main vehic le entry way, Ed n ens ty and erosion c arac erlstics sto me er at.
R309.5 Flood hazard orects, R403 .1 . i ansive soils. have adbearing of not len than I%inches (3B mm), except as provided In Section R606,13, and shalt be R802.10.3 Bracing. �- -6 rfi I 1 311 --L-- 34 1
co n ,
Reserved, DunclotHn and fL,?or stelas fir loultollngs located on expansive sells shall be designed In accordance with Section 1805.9 Jsolsp`osr?ehVn ac r a ce wth Figure 06,10(l), �rj as braged to frre�.ern . . .r.p witp t se r.crlr ... n led -�l .�. 9 I I 51 . - Irs 2
R607 -2 - so 7? 1 2 61 2 61, 2
1 , pssfgr�
r. %a
,g n 4e .b an,
_. .J.ias
pgt5f
r
a the torlda Budding led 1, n " otou d ovil!.litar - _
r 7
so
ITF ccln.�
so c .% I b,%
SECTION .1 A -Che 11,Tni,ronsoon -,�J t-tilt., Ila So.
Exceptions Stab -on -ground a Rding UNIT MASONRY n, u"n' _ e _ 2-: - 12 I I - ; I : 63 2
R309.6 Automatic garage door openers. alnsi uothe� foundation systems which have performed ode uately In soil conditions similar to those ac ng reqYr'e'men*Ts, Trusses shalt brace In occor once a -
b.1
Automatic s, If provided, shalt be listed In accordance with UL 325. e building site are permitted subject to the approval of the I dImg official, R6071 Mortar. 802,10.4 Attercit1priA to trussei. �- -8 72 I 63 1 57 1
- - �
SECTION R3109 R403184 Expansive soils classifications, qrr gri I Itered In Av way wlthoi In vot)othat �
r�&n.j ruc o ew a some n a '1-: - to ff? 1 7-1 2 T9
a folio tter, a qAhC I � tat Qpgrot 3.:.I: o2 2 Irlo 2 Ten 2
ffellis ,T,e�lgsgl� f.cgrl, of �16 at WomIn isalsler P,,e
's ,�Ip gFolIsloop S 1 and R 712 and thatt meet the proportio specifications of Table R60' . ,&t.er f 4,1 �8 . j I -If-- - -T4- -
R3104 Emergency equired, C '1haft be n lsilar?V evvisilve trut that tests to show compliance with '.Jel '% perm Loa -
. a or�dsvfe accordance with Section , x a 5 a sflonct�. S F '.o� I �ce4q%n ru ca a so
re cr
Mortar for use In mason t ti n6linall, comply with ASTM C 270, The tpe of mortar shoU be In r , ,F,t be cu , notched, dritte A 1 In , ec
no egd a a scrWecT m c ' AST 270. 5% M " th&Aed Is ou verIf upporting 4,:-lo .at 1 s`9 1 ,
of ) 71 a is I
s re
Plasticity Index (PI) of 15 or greater, determined In acgrdQnce sr�th ASTM D 4318. ecIfl ations M C uEA a soll [am To dIrntop. -to 2
Basements with hQblta te space and every steeping room shalt have at least one opencilitte emergency escape and rescue i nt of the soil particles pass a No. 0 sieve ( 5 mm), determined in accordance with ASTM D 422. R60711 Founclotlon walts. 1802.1 ntion. .:,..-,.* � 12 119 1 17: 2 � I 2
�.s t:el�sb - I ,
Ly 11 ro,pe no .-I z. I I to I r7 I
.t,.j ,use of ggg, ellilcrholectorT having f., re.1slAnc% to uplift of t te
fleeping room, but shalt not be re I d In J.1nd areas of the basement. Where emerspency escape and rescue 4. Expansion Index greater than 20, determined In accordance with ASTM D 4829, be Type M or S. IN 4 samtTles - � .
opening. Where basements contain one or more sle7lng rooms, emergency egress and rescue openings shalt be required In 3. More than 10 percent of the soil p r shalt an ,1f,snGT, �.e (W '*
each s it . .articles Ore less than 5 micrometers In size, determined In accordance with ASTM D 422. Masonry foundation watts constructed as set forth In Tables R404.1.1<1) through R404.1.1(4) and morto .P .,MT;) arid IN'Q10 1 spec ca Ions, or roof ass �-,-6 32 -1
Ennis are provided the %Ewhel a' or er 2�-e Ill
r shoti. hove o ,Vn t t more than 44 Inches (1118 mm) abov the floor. Where � door subje�t t? wind uolft pressures of 20 nolunrci) kN/m2) or great , as lestoblished In Table R301.2(2), - 2 36 2 ::::� ,
�
-
jr,es,h R , R403.2 Footings for wood foundations. R60712 Aliocither masonry. . to ,2 nre foot (048.1t
a n c?Ic bFLow that d a ' clun fd raerscuesoniRen n Is ad ad or heig t anal exposure per 1poYl see section �-tol ell 2 c3 2 310
, irnci�p e evat I y1W
epe
nerd te 9
p ov 9 dhortlAgoolou hea enc osure, Ae �u=seci sure =1 comv y or 0 c WeAn ons Foo=R.s for wood foundations shalt be In ol with FIgurea R403.1(2) end R403.1 ). Gravel shalt be washed anclopell 2s
S? A ,is a erving as the tateral-wincl-force-resistlng system shalt be Type M, S or IN mortar, ReIr.11 Roof tie- own, 2- - 1: 69 2 � IT j is 3
t ncce7� Jn1crLh (19,11 mmX rovet ,yhall Pe frfe ram orgaill
In a the emergen e openIn irale T�e maximum all (?. �
required by this section shalt be obtalned by the normal operatio . s .�, claye 3-2ve 51111 -1 4`5 2 Nit 2
�
'
J,elchtf flp�Ase guound etevatin It S at be cogra I ruth, lnc�.�Ic be ree ram organ , c ayey a sitty s6Rs. r to table for Mortar Proportions R902.111 Uplift resistance.
InsId% � ,.Wncy ,eacope ane rescue ,a enin t Vd t be at a, of 3, j,7)&)�Ina; and shot 3-2110 6. 2 514 2 clo 2
,re,r r rp a h b t x1r, Roof assqmblits which are subject to wind uplift pres?��e a foot (0.958 kN/ma) t h it -
c on .? fill height below the a Yadent L
.
3-:.I: - -1 -
qr v e ps a wo n ow we n Qccordo, X o penin e permitted a e n size R607.2 Placing mortar and masonry units. havie f ft Ir' s fn of ki arimblAs �y ,onnorctlaq,, ; lot Whe � - � .
or ST
,
? p 4-c-8 1 cc
000pen Into a screen enclosure, opericTo the atmosphere, we ere a s ree � ear Is provided teacing a ay ram the residence. P404.1.5 Foundation watt thickness basea on watts supported, es � e I on ". mlesTV. ulte , Le I ,,LeTrr me us el .� square ? .
The thickness of c ported, excep I , in I u 1, ex �:-Io 2 G: - T6
R31011 Minimum opening area, - rl�gt np% rall .3� e I : - - R2
ALL em as nInne: shalt have a minimum net clear p '+ ca St A ,S , g orces frpos1r!e rafter or russ as a I I �� 2
1p
t �f '95$ t on. .. (3)11
r v shV WT (T ,471n t 'op t '
h ncr undation watts shalt not be less than the thickness of the watt sup t R607.2.1 Bed and head Joints, " aq� she,, %. a , I, . i �' - 65 2
toning of 5.7 square feet (0.530 m2). that foundation I0 a at least S-Inth (203 mm) nominal thickness shalt be permitted under brick -veneered rome watts and Unless otherwise required or Ind Icated on the project drawings, head and bed Joints shoR be 3 / 8 Inch A cant nuous load p roviae 9�! t the foundation - llw�lw. �- 6L
Excepilc;i7, drade -ft'it;r openings sQf hove a minimum net clear opening of !� square feet (0.465 m2).
rea Qtso ootin
under 10-Inch-wide (25 1 supported, Including gebles, Is not more than
4 mm) cavity watts where the total height of the wat,.2
20 feet (6096 mm), provided the requirements of Sections R404.1.1 and R404 ore met.
(9,5 mm) thick, except that the thickness of the bed Joint of the starting course laced over
-not
I .
R310.1,2 Minimum opening height.
The minimum net clear opening height shall be 24 Inches (610 mm).
R404.1.5.1 Pier and curtain watt foundations,
foundations shall not be less than 9 Inch (6,4 mm) and more than ? Inch (19.1 mrS.
R607.2.1.1 Mortar joint thickness tolerance.
rd,ct I ".25 '.. I lwt.,oits-
.�P isn, So'. oloilatdlKiw,�
R310.1.3 Minimum opening width,
The minimum not clear opanln,� width shalt be 20 inches (509 mm),
Pier and curtain watt foundations shalt be permitted to be used to support tight -frame construction not more than two
stories In height, provided the following requirements ore met,
�
1. Alt tood-bectrin Its shall be on continuous concrete footbIripsnotaced Integrally with the exterior watt footings.
Mortar joint thickness shall be within the following tolerances from the specified dimensions,
1. Bed joint- + I / 8 Inch (3.2 rem).
SECTION R803
ROOF SHEATHING
hlmg.
b.114,01,10114,1.1.0clonlost.,
e.BiklbqwM k maloodintpoodrisolle be rills, raw too. twiel to. Sao I -.,IN, I.s. P.Ddtb, "WWd
dW-�,Ml�.,oM",.b,,M.�,..,,.Nk,.&.,-,�.q,Mpa,U.M.K..,U..,..,.pww
R310.1.4 Operational constrain s.
and rescue openings shalt be operational from the Inside of the room without the use of keys or *oats.
placed
2. The minimum thickness of a iclad-bearim lt less than 4 Inches (102 mm) nominal or
33/8 inches aSHmmaims) actual thickness and sho I be be cled Integrally with space ac ection R606.8.
2, Head Joints 9 Inch (6,4 mm), + 3 / 8 Inch (9.5 mm).
3. Collor Joints, X Inch (6.4 mm), + 3 / 8 Inch (95 mm),
Allowable spans for lumber used as roof sheathing shalt conform to Table R803.1, Spaced lumber sheathing for wood shingle
to the Sections R905,7 R905.8.
"I" "w""" t.�w1,,Oe,"Ilwel.Q,w"..Aw:1m1, 1w M-6,411.10A.dadips. kads,
R310,2 Window welts,
The minimum horizontal area of the window wait sh i t (0,84 m2), with a minimum horizontal ?rojectlon and width
I shalt Glow the emergency escape and rescue openln
of 36 Inches (914 most). The crack of the window we 0
rWrs
,a h b j,e� In acc5r;(anceIttt� SIf a aR6 �. ff.11, and shalt be bonded Into the
ctoipjj.j�.5 heecS�F"
- PI 5 a *it g e y wo. , a a
be rin accor once w ec on r n
34 to P helgh f a 4-Inch (102 mm) Lood-bearing masonry foundation watt supporting wood framed watts and f toors
The maximum
Exceptions Nontoacl-bearing masonry elements and masonry veneers designed and constructed In accordance
with Section R703,7 ore not required to meet these tolerances.
and shake rooflng shalt conform requirements of and
R803,2 Wood structural panel sheathing,
R803.2.1 Identification and grade.
TiRER#2.?(PFA368XHEDIIEFORStECrUKLMINSBa
Exception- The ladder or steps required by Section R310,2.1 shalt be permitted to encroach a maximum a 6 inches ( 52 mm)
mensions of the window well,
I
l oretthan 4 feet (1219 mm) V,. h
m
I'gight.
5. LnQprogff I be In accordance with R4 3.1. , Figure R40415(l), or as specified by engineered design accepted by the
R607.2.2 Masonry unit placement.
or shall e, ptastiq and units shalt be placed with sufficient pressure to extrude
Wood Structural panels shalt co form to I IS PS DOC PS 2 or, when manufactured In Canoda, CSA 0437, and Ah?,It be
1.11OPeed ecl(son Issued by cen approved agency, Wood structurcit s a I comply
M-Vl'd'rn P
OBCRPIIDICFBVIDIGBEMEES INMAIDTvPEW 7`110113OFFAsE11105
R310.2.1 Ladder and steps,
r '"
n _,t
lufflalentt6
mor � on On pro uce a Ight joint,
�
.'r4cWse' ( ,s p panels
��f I (�,).
F,t 31 INEW
Window welts with a vertical, de th r Iter than 44 inch 8 mm) shalt be equipped with a permonentV of listed (odder or
( "I
stem I? �Ity d
p On, ,,r
pf ujgts�awllp th _T Iti t7c ( ygs re;I�J�g Jy.1his s .Pen be ,rcrjrl�recl
adcWres'dProTrungs .r to
or c on. `I431'1r.9o!l,P g ,4 I, ave on side ..;T:1�7nc It, m m , s a
co p
6. The uniectlencead' flit for 4-Inch (102 mm) foundation watts shalt not exceed 24 inches (610 mm) for solid masonry or
Inche5 (305 mm) for hollow masonry,
7. Feserve
Deep furrowIng of bed Joints that produces volds shot not be .permit ted. ,Any units disturbed to the extent
st
that Initial bond Is broken after InItial placement shalt e remov and recild In fresh mortar, Surfaces to
lb _cl
R803.211 e.p"clis.4pecroLeditity,
Js, wheq a Ill? Q'o;
ri Vne deft dItoob ggrm plentiX exgoje� ql�Atclo r It bl often segog
"I 11 3aigo'erm .
:1!ZF1=:.=1,dItL-rwI .,alim -
2sol
y ,6.
t east 3 Inches (76 mm) from the wall and shalt be spaced not more than IS Inches (457 miss) on center vertically for
a I
the full height of the window sell.
.
R404.4.6 Reinforcing steel.
be In contact with mortar shalt be clean and free of deleterious materials,
R607.2.2,1 Solid masonry.
tot . .r.1gVIIcGtIT,s,
a c
a .11,
. L a uncp , , with
truc ur* a r o; ea% Ing xpo a a a may a a nter r ype
' Fd., s F 'a
R603.212
.
2VAIspeork,piaripsks.1shilroolictrel -FM�iT- --
R310,3 Bulkhead enclosures.
Bulkhead tnclosurrs shitt Provide dlremcte%ccrss to the basement, The buVkhea0,,,,%q tolur h thf, door ponelis In the fylly
n the mInImu n , % wit
.5
, , k d
a a ear opening required by Sec Ion 3 ... u ea enc osures shut also comp y
R404.4.6.1 General.
he n ob,, c nA 0, ,
I f I t I hall meet the re 615, A 706 or A 996. The minimum laid strength of reinforcing steel
Ott I V1113rade 4L) LF7,1�g.) IzoVcA wait rVnf,ori:f,men1.st,ohoA(. closer to the outside
,;e, a -
Q Vttrcll cr.a 1. ii. UR no
f In
i units shalt be told with full head cincl bed Joints and Ott Interior vertical Joints that are
designed to receive mortar shall be filled.
Firated plywood.
The allowable unit Pressea f?,r fire-retarclant-tr teMI[noo,di Inct,y I,n� fistener ,vttues, shalt be develaced frwen an
: � , and hu"Ity to
i a .,I '
71 aet a ) Ite em r h�ch t a
.
i3delialibil,larkliddrisjossird ISIC3010,1301) W."
! -ris Zt8lLne'am .
Z=.thqU
wft4PfeoVIGG R5N.8,1rovcIe
s. e r e n orcemen or In w
cc qlg.ne- w Q n+ r
R607.2,2,2 Hollow masonry.
ct ryi;�re
cF I
rLp
ofP1 n an process, e fire -re ardarit-treated
ypet, n
plywood shalt be graded Ing an approved QGrenc -
Y.
81.2-11MIL31"01r)
a -
R310.4 Bars, grills, covers and screens.
a and rescue oferilm,
Bars, grItts, covers, screens or similar devices ore permitted to be placed over emergency esc pe
Exce
m.sover for the concrete, the minimum
e�en- WherefInsuItted fo
grcr.
cpt c ite f� ulls e foMcrgm%Ins, I�
- a ,gasFivs
con a re n arc ng s see s per I re e a .
For hollow majonr units all head and bed �Tnts shalt be filled solidly with mortar for a distance In from
.
n � c
the face of he UY it no less than the the ness of the face shett,
R803.2.2 Allowable spans.
DakilliL.h.laxisol 0(7VIX 20...
ti.his kv powl. tow nd uI 20'..,
(khead ;nclosures or window welts that serve such openi provided the minimum net clear c I i,
(a T, e N,np size compt as or h
R404.4.6.2 Horizontal reinforcement.
R607.3 Installation of wait ties.
The maximum allowable spans for wood structural panel roof sheathing shalt not exceed the values set forth In
SsittlAbichlablossinialleatedwallsorstio alolcjr,aws) "..
actions 311111 to 0311.1.h3s� IDF reteu.n or r ,
0 , ,in us
timovaPtufrom the Insle w hou the f a key,
V n'l�.T'c.hhlc'�kevl'.cers.q�s�'rte(d or norm-51 orrveyn a :scue en� Th'e t1mpqrory
a Qe�s,,,Er,,,,, :he, up ,�. hu�'l me r tc -
Installation or closurit of storm h tt 50, d v as he � perml te? on
IS ol of L storm. S,�gh evIcrs s a I not be require ,
u�
emerg1WA,ecocngTr.ap ris I
re enl %AdreQ or tiw, e.
lov
When vertH reinforcement Is requt'd, ICF foundation watts shall have horizontal rVinforcement In accordance with this
tion watts up to feet (2438 mm) In height shalt hove a minimum of one continuous No. 4 horizontal
reinforcing barisplaced at 48 Inches (1219 mm) on center with one bar located within 12 Inches (305 mm) of the tqp of the
story. ICIF ouVaton ortits then 8 t (2438 mm,)t In h0rt shitt h?ve minimum of co1yus Noc� 4
c
The Installation of wall. ties shcA( be as follows,
1. The ends of watt ties sh OIL be embedded In mortar Joints, Watt tie ends shalt engage outer
e ow units by at least )i Inch (123 mm),
Table R503.2.1.1(1).
R803.2.3 Installation,
Zntuairp% ffl�oars shall In accordance with
,4 wo.os J7Ints.T,t,*plprV
Y.% betknaT`.&e.dRV9.3
-
kikbppiW�,�i*�-2�.�.ft,id"o�6.f-�di� slai()i-'anin .
hipseld ..
Nx1rist.los-itiplocirells. bipplibi,b.doll 3'soctf-'alm
. " ,
ecWon 0. . .
op r is Ile such protect n Is pr ad at east one means of escckpealero.�P&. eTtYn
nq off
to lithig t d
first ft,?,?,r
hwati,
greatig t 7,nor
c a
zonta reinforc ip or p ace at inches Ae4e mm) on can er w one or ace ad within 12 nches ( 0 mm) the
Wire wall tles shalt be embedded at least 1% Inches (38 mm) Into the mortar bed of solid
rs�vtprina for
st, I QvTnstoggered
To, ng or or Go r ng
-
Flimisall,kippitio'llerd 3(2V,aIrJ) 11-oc
a
or 9weltIF t spat b Id d The sions f a qwellicripolunit g
)fp t of 1h;hdreL0.ng.icr
j,W.oiXi,,, h�41,
ng uni a a ss t
I , Pin 15AZA
u 1, 4i &
tor
of r Y.
op the watt sto
u
masonry units or solid ted hollow units,
r
R807.1 Attic access,
-
, " l4.A-"t* dw .
11 gt0gF
.T ,*Ipgc .
� R �), -
13 '
R404.4.6.3 Wall openings.
2. Wait ties Shall not be bgent after being embedded In grout or mortar,
In buildings with combustible calling or roof construction, an attic access otenIng shalt be provided to attic areas that
e a vertical helght of 30 Inches (76 most or
I
`*saIes.hs.p1dl0'p- iwipi-xonsi) le-o.,"..oh.sise
6. � 11
3131 Smoke alorms,
Vertical wait reinforcement required by Section R404.4.2, R404,4.3 or R404,4.4 that Isflnterrupted.b Ztcopenln
Qddltonet vertical reinforcement of *Ke some size placed within 12 Inches (305 mm) a each side �t e pentus shall have
SECTION R613
EXTERIOR WINDOWS AND DOOR ASSEMBLIES
GF
greater,
enin lissid.,sa.pi-, ad l3i -'alm
n (96J2 m) mr e loc tiV In a �pltppcsy -1 _2MIML.adh
,,g shall not be tg�is the Inch chesc (5 3 9 m m b
nlmby 300�s __!Jp
ss a location, A 3 ch m um un atic k1 1 4
she I a prov ad b bpA. .rW 39sovsolly)
Smoke alarms shalt be Installed In the following locatlools-
R406,3,2 Below grade moisture barrier.
a fil l vgrinth b1J%r-9r engosrel tehor fol.v, ton w is
0 at to
M,3.1 merat.
hs sec on prescribes performance and construction requirements for exterior window systems Installed In watt systems,
ca
,sp.ce
above the access opening, See Section M1305.1.3 for access requirements where macho I equipment Is located
rt Vpe
n Q Ics
Itaile, loskil.11send tldai,4117) -
i-
1. In each steeping room.
2, Outside each separate stee
+ping area In the Immediate vicinity of the bedrooms.
3. On each oddltlonaL story a t a closellin?, Including basements but not Including crawl spaces and uninhabitable Ott Ics.
es m�dcs �n c pr)or
gj�911�thlc�crlll
ve
1 ,�,5 gm),.WtXetWe�
city �d ene In she I b appe edofwltv ocr esIve. l
c ng. ris n t c��
film shall be bonde
.
POLVV to the sheathing to f I fit or,%,, t d I vel Fhal be
' a ' a f 'I
'444 or Wityproct '
WQ*erp
wocifing, sooting and flashing systems are not Included In the scope of this section.
16132 Performance.
Ex�erl.o';clst.kr,dows 1, be designed to the design toods
,point
13-103.2 Details, plans and specifications.
Plans bmitte
I.Loroserpaillares.1-dol 3,U(Y,O.lm .
-
1 i'W'"I""'I"rell 3-101(7V.IM -
I a ,oke oLar m
y .r t .
W door L 1, or dweLlinP unitf v Ith split evets a I without �n Interverd a -t�e ,cidjact,int levels, a
rigs IS door �j ttr i evet is less T an one
Li I lower tev?
The ocijacen
c , ,e.1r or m , a
an g 10 vi pirl. ,.ever.
�ins a I
on _,reyur. e 'I
. a "ARF.h ?s 4 mY kff.Lgw gra a in a
. - a ttc Ne a s r p and
. ' , , Infll,
ii s '14AI. ,Je�
ew*tf 's F 1 t 41
Fk N77'. qot
resist wind specified In Table R3012(2) adjusted for height
ar� ocki.?
an a a par .bye . P(�)
with a csp� tql�,�fgor ?f1b%c1Ir lotions t
tnlo s ecIf Q ns shall r So h1cab
I I oils 0
fyc ti �
f1c it.
� it ,W, germit., Energ , 0 1holl be made
a a x
calet co,11V
9 V. ign In
..." it, b.,d 2.101C31 '41.0im .
---- --
, SL proviat .1m
% The ugp ,a, I Dr
stt r
u, . , etow t a up I
,,a
, .
enr�'Ve we L. t er cover[ r r
in
a rl.le
hi �e'ctE p I t( a
tr , P P
be d The at at le sa
n ! 111":P�49"t a tend d t o? the wood
'cur ment me late
F§13.3 Exterior windows, p,ilding and patio gloss doors,
ithe
.i . gej)
L I in I
L. a TO u ef, I ik ; a prie re n
d I t 4�, . , I
In or I J m t . - .
a E I'lette
, saidlilikil .1 it � 1- rid mol-'sultm, . I
en mo st cstorm iwVedclo Inslatted IoWn aR IndIvIclu sqolin gr� I.W.91 I. n 301 overlap or exltar,ld Mu -mr,graver u� c-r- s v s one oVing. set p and , r, ,d,y,t,n s ab� Titl I fli;Wk ' p r entIT and ep f 'the, bultal,nWand tr - n n 10- 2'spi
u ons s Q ' flfei� ' "' c mLl& , g Iseftitutiss ehoteirs. w. wit
9 � &W 11 .%, t).11K ".*.I,�* Tehi in etrols
t
en I r a I a �t wl� � t ali _g7S,V, . F. 2aai-,sultm
sa c The alarm niae 11! The KI "' I Te t'n in " ,A su it' eg nte I
vf SECTION R408 I ,art g
a u qt vets with at( intervening oors c osed. 2 _ -c & W g I.! n 231seks,l�-
0 0 mt dirltlfg unit the ojcsr;4e� due
nn r I E.t I
. .i IF
n a aT a "' ."-a a - Dis n u a ��iclrt par d an I� .�Ioi % tested by an .,p,,,r. d I� :p a t t4rsting I III t d ;� a Labeled with
" " ' ,
n. Ds ur" c or. r. .. ,Alt �
alarm shall be clearly audible In oil bedroomsd over bact c , in a, t �d 0 ?.hre h 2 'r I n n cc I . nc, 0 I I rl� -� or A .. I y!p, rims
shalt PVI;A:12 and InstaLte In accordance with the provisions of this code and the household fire warnlng erfotcmanol occep once a IndI20l , a9cre' 41%h sifre' rem _ 5 I
. .rR?
Alt vq Re S ,� n a ?r a t� m rN �
,9,�Ourig 'nro'W te in , v III - In n r
"jor
fj�
l� ��4�
.
e p � n , nt , , nin_ . no . e s a a c a,
,ok,� alarr or. ,I", iwl�oso n c .., .ns� . M1141valikot ki.alitit.ra.b.sof 2aacil-'alm
vr
s, I R408.1 Ventilation. sties"A"Nis, i i ,I., , , r to
;�u,men provsons a I, .S. "N"', -98 or
131.1 Alterations, repairs and additions. The under -floor s ottom of the floor joists and the earth under anyubullsoling (except ,,pace I d AN or TAS 202 (HVHZ shalt comply with TAS 202 utilizing ASTM E 1300 30ple'.11" -
added or its. a c"Jle ASTM E 1300-02). NFIP 44 CF-R 60.3.c.5 -4113')
When Interior alteratlons, repairs or additions requiring a permit occur, or when one or more ,stlee ilar) shalt be gr,?vlded with venVIcititin TemingfoottlrnuphetcognVon or Its or e or w Th m ,up lold.h.rxIlVeaftsibeallikeolialf"rail 181(21
created In existin as required for new a ntlta Ion open gs s at not be lei � yore 1195I �or eac 1 m I Gloss trength- Detgrf flon ?,f toag, resist toads of produ tified In Alt foundation watts end other exterior watts below the base flood elevation (BFE) shalt be designed to prectude finished
oo dweLlin sa,ping rooms are ,in 't such ventilating , - u 1 .il OC,ce of gin'st fKTAPVT319, f5lopes.1t,
..
a I m2 � (or cV1 she t be esigned a comply sel h living space and designed to have openings to Dillow unimpeded movement of flood water,
p2s, the indIvIducl dwet(In? unit shalt be provided with smoke alarms toc: -floor space area, On ,
dwel(Ingsi the smo e alarm shalt be Interconnect d and hard wired. of under a I Ice within 3 feet (914 mm) of each corner of said building, . a et. ings and construction must comply with WIP 44 CFR 60.3.c.5. Notes There should be a minimum of two 11,10III-Isil agAciiii)
Exceptions, R408,2 Openings for under-ftoor ventilation. - -1 - 6jie 1111t.l. te poT,ry I bet f -111� 1, Proc;edurat Guide for the Window �,Ln ej,tl d N tlflcati n �ystem, h, on two separate watts. (I store Inch for every sluare foot, please provide calculations on pitons killailrairsed,srools.-.2"Aft.,lomm a(7,ITIM
33, fir w nl ' e in " orty e tp:-x, (z c '4e `.*n'tWe" t?bet sruel;�re r,tbXt - rea.) Any cidoiltionat questions, pease consult the Coca OffIclots Guide to ImptementIng the Natlonot Flood
the alterations or The minimum net area of verstficition ornings shall not be less than I square foot (0.0929 m2) for each square feet h I L me, cept.br % bit 1i or: r u a
a I _& to AAMA 2% c
1. Smoke alarms In existing areas shall not be required to be Interconnected and hard wired where orner of the us: tedualt d .qelr.l 1?1 rg!j11r?3d Genic of I
Lltic, (100 m2) of under-ftoor space area. ne such ventilating orening shalt be within 3 feet (914 mm) of eachl5co . wo, fthc, t'repc� r A Ins (in
wvg or calling fInIVes a n, ,�T4,st ce
11 do not result I the ED JtP ege Is an voo ,,,�Wnr,,A�
%Tvalh2g Icnotuer gin#41etestrus: urilou - - e� N . his eme
reRwIr n e w der a D wyAos I I ow sl I ,( up ,ul�f
r
cr ,ce,f, loosement ova n n rcorintec nrAwT-Ro remo building, Ventilation open1hrWscshci(t be covered for their hec end width with any of the following materials provided that a n E. . a urs r, no orvea� by t e but ng a co. Prograriln Florida pages 5-16.
or A 15rlor or essem as. Brick veneer must be Installed In compliance with the requirements of FBC Reslotential. section R703,7.2.1
Pl shes, the least dimension overing shall not exceed 9 Inch (6.4 mm a
A m7l�
of Inte of t ght ), 11, .1
2. Re I , Perforated sheet metal plates not less then 0.070 inch (1.8 mm) thick. Mrt.,r3,R(
pairs to the exterior surfaces of dwellings are exempt from the requirements of this section, kxle .jrroccLss mail t 'r R 13.3tK R613.14 Call be tested for, 7rili�t,ufal Inte,RrIty In aj.ror-c1cs7Fe with New to existing connection detall Is required and must comply with the requirements of F3C Residential 2004 Section 7ill 2-itapram
4.6i t , d I I I a 0 tin or 4, R602 or R606. -
I ' � . II n , er wulled A'dilst'soahisce tio'go"
. cf �t,
ope
n, the required smoke atorms shall receive their prImary power from the building wIrIn% when such wIrIng 3. Cast Iron grills or grQtlng, m, %. age,
Is served from Q commercial source, and when syrImory po " !R Ve 1. rd imIN(V'10139s)
W,�F� ad �� tt, , ' . ( c
r '
,eo t roc . '�ifh 5smA r1A F� ,ell-ttW&W,siettle i 1W1rr'bfor)9egt9 I
G�J�v
rma�?
e. 2. Expanded sheet metal plates not Less then 0.047 Inch (1.2 mm) thick, c2 So Is I n' 'T ,p a wu I r ( I
" ,
I I t t 1, shalt receive power from a atterl. WIrInR sh0tl 4. Extruded 11al-beariol � Fma 'Dan . Rtm. ee 'o . J`r'Qe-r'S,cRi,, R, p I I? Y
" T nTFrrreuJul a 'let
a
shall 5 ze . Ilfgs g,q� mini eiis. Q ut,tl In T9te R613.4 13-610,1.ABC.3.5.2 Air-hancillng units, - V.M
. u
,, lnd�e
6. Corrosion -resistant wire mesh, with -the (east dimension being 1/8 inch (3.2 rom). gr resInsh or me .1111C)t
v. �
K twhL.rn thcs red rotection, Smok term , .mln9l, ,n . ,T.t%7tFr.,G,,y S
at?
. St
. a ,h brick v
be per"One tt,nl thout a disconnectln% split Ill at e, I M89 mm) wire or heavler. .
I It 0,ou 5. Hardware c a In f 5 Inch "t 3
tt.r clu 0,
d c 4: - I
be e7lbotte ll�? InRlgy� gs or h commercial power or In buildings that un 4 .V; , es e 5 a ter �' limited to 306.3,2 Air-hanciting unIts. lRadlu Is wintro.fmisit 3-aigst-vim
Ile Aructura men ers man alnoVe so a �rofVe a etsa
ergo , , ,T,t��h esqe
alipperatlon type and be
ermr e a .,W,togercsted .hT Iniij. . AIr-hGM1;PvunIts shoU be allowed In residential attics If the following conditions ore met. Kfti.IDIAI.t.l.k.l�'�QgWdtplko I 3,1101g,CtF)
alt4ticin's, repaIrs or a as regulate by Is. an i. Exceptions, 1%fg,j,,w ere frome, par s Th
SECTION R319 a y ctlmQtic conditions, ventilation openings to the outdoors Ore not required If ventilation openings tI I proRe cl�grs she knNJT7;XgMkc,r08deterTjRQW cg�Fpr
sf 1. Ice patnoill, of the equ
G� it altratm r4wt r uniform static air pressure .Ipment Is located within 6 feet (1829 mm) feet of an attic access.
PROTECTION AGAINST DECAY ter g LrT co Ory rgapgj gg! 2. A device Is In it
,I.in -spa or ad to atert the owner or shut the unit down when the condensation drain Is not working property.
r are provided. u cqor once wit
R319.1 Location required, The total area of ventilation ope.nin be reclu�eV to 1/1,100 of thil? under-ftoor 9,rea where the wound s c TiNsa) exte 3. The attic access opening Is of sufficient size to reptace the air handler.
a us o; one T In enrgl?nreedrgor assemiDlIes shalt be tested by an approved testing laboratory or be engineered In 4. A notice Is gzt
r raV. , � ,ad on t a electric servlcelnptan*t Indicating to the homeowner that the air handier Is located In the attic,
a damou as established b4 Ta�li R301.2(l), the t6nsSj,htt� re?ulEl ,2o �- agor reta arm�Kterial an, he requred oRenings are placed so as to provi a crossyvien 11ors c rynce w It accepted ng practices, Sold notice be In Ott capitals, in 16-po type, with the title and first paragraph In boddi TA ELE 102.2, 1 Kontrad FA STERIP SCHEEM EFT STPLUIRA I NEW EFS
r a f (IOX12PA11a , % t�%,uj� , f , , rr K
.sv
oV
ca pa a gra e of mber, il?h ' ' C99, C24 a he i�pocge, he atyo of opera le louvers shalt not be prohlb ed. ggl:?4 ,
.
CEIR, C3L, C33, Pl, P2 and P3, or clecay- d, black locust, or ce�nlrs,' 3. under Flo pply plenums for distribution of heated and cooled air shalt comply with the gr va 9A�XVAg, c tltlgg��%r?#eS5
M b i :0,R
t ,cdtiral ftopr when close.r.thon k8 ,F2�t i%v*%WInVdeNe*r'88�P oTerengineer
' ,Jnches (457 mm) fr wo?d glrd.Irg when cl9ser ection M1601,9. y0rtV&%q8&'1ord%S`-&r`6 ' P � 'Ir ' AIAUY�N IENT, AND ECONOMIC
-hWo% )o'lt,s ,ol'305 mm) to a expose groun In craw spaces or In xcovo a area located pithin he per p ery of the 4. Ventilation openings are not re Ired where continuously operated mechanical. ventRatkin Is provided at a rate of 1.0 cfm s iP&yVAgI _W IN McpVT1111101' MCPFTI:#I0FRSTEEIEp`
_ or
� a sapted engIneerng prac as. Apfofik We J. Ifft&�YK%J%.
(T,u r �& At - 2hEbk�SThRiAiERUI��'&G4�NEPRlf%'F%R�EE'C
0 r c,T,nj
on. ,k -floor space floor area and ground surface Is covered with an llp�! %ror'.m.. q I . YOUR AIR-CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR B13TH OF THE FOLLOWING, 1) A DEVICE THAT WILL ALERT YOU WHEN THE Bill
(10 m2) for eac 50 sure feet 2 L/s) of under A 'Nep i , t of�o Qt-Wc '9gol s,oep b I. I t tol Faction 5613.3 sgtth,�,jjpe, ti to
er th t t on xterior foundation wells and are less than 8 Inches Vry f ento . r ,
frctm�n cf a Mncr 1, ,,Ierl r T&sug cic c 1.0% ULTEF14LS We
Xroved vapor retarder materlat,the , a
a tor er material. s % il� a Sel lom.wq OcIn
4g memb , & N N a ge to, IV
&T m�m7os ,.-,;,f;-- 'So � .yrb gmcgsteg pnd r, t1ra . , �or anc IN IS NOT WORKING PROPERLY OR 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN
e ,
w an d or ossem ties s o a Ofac
st . it I
a a gr 5. Ventilation openin - I I d the erl ate it I s I ted t R-5 f IN an -- chieve kJ,,VRJ IJRRKMG.,,TA.J,161'r�fgl,CV��,.p6MAg�,,Ib_XOUR_HQME,.PI4 WHEN THE CEINDENSAT113N BRAIN
.9,s ore not required when the ground surface Is covered with on op � .P T
3 $lilts and sleepers on 9L c ncre a or masonry stab that Is In direct contact with the ground unless separated from such Is s it i I E" I, I . . J1 Al,�OUL WRVP-T1QN,UE�--SERVICE, IT IS RECOMMENDED THAT YOU i �
sto by on impe via s me ture barrier. 5 upp a or co one a r art p m r we s are n u a 0 or or or , or en ra R613,5 WIndborne debris protection.
4 , The ends of wood girders entering exterior masonry or concrete welts having clearances of less then 0.5 Inch (12,7 mm) a ouh Florida.
on R4083 Access. 1?613.%�ghorage methods,
5. vIng a clearance of less than 6 Inches (152 mm) l vided to Ott under -floor spaces, Access openings throu
6gh the floor shalt be a minimum of IS Inches by Spec ca on-
fr 24 Inches (457 mm by 610 mm). Openinr through a perimeter watt shalt be 11 Inches by 24 Inches (407 mm by 610 mm). When any R613.9.1 �nchorin
c 2 requIremFr
ey'
6. 1; that,ore 1xposed, Jo thl? prepther, such as ugh watt ac,5ess s below grade an areaway of not less than 16 Inches by 24 ln�hes ("407 mm by 610 mm) the es?,n pres urep Sped , Substitute anchoring systems used for substrates not specified by the feriestratlon
co D on mpervous mos ure barrier. all be pro Ided, The bottom a the arection% sh�[( be Low f thrsPo fr the access openlen&r hrou,r reprolhl Q 'cge,ss m nufac surer shall r de equal or greater anchoring performance as demonstrated by occepted engineering practice.
7. a t ntfwrek:;i of e r � I. ,potJoeunt ce 0 ?a a . wher e . n7c
, t ocativIounder a door a t a res�len . ?ee MI access requi m R&613.6.2 Masonry, concrete or other structural substrate,
applp a xtirliandriwer,%rwInlIgs s?trIps al, . a der ors. or uc� thIckne han Dd Inches; (38 mr,j� Jpdow anV.
co a% �e th we �l n
. d7o.rr le 1
me or L� Isis c. it Is less
or ro��. Tj?le4,, ,. ,cccir, ,,,a or e m
qh� I I c .. 1.
T met i I d , or 7. 'r 11 TO fm�WPP Onle
SECTION 1911 h�llma' u ely ��
R3 Aq ear r I a fis.�. %ec soVr1,c$nT-ete a War struf,tural su�s a a '
rw L
A In ii a u
Alt as In endec� h n acooigcimn.c� hall �j MINIMUM SLAB PROVISIONS erw a a IS hf, I r�cs d �e ,1,1 er or a a o 1, e iinclow � r m e s u,qi 4pport W the
I IT, t n , a u Pel in a
IT, t I I )r
c Vor, �cp
use,t .c p far tr umte 1911.1 General. cZe s pro �p 5
QR eve or con uous y Sul merge res e er. e a un a. d ge . IT, jj�' 1:ex, c e , mg..e�ut�,cc, ell cige spur,tJ,geln 4 Von" " I? cc, I a (I
�� m ,�p .
e to. ,c r.p,
r a a up (;.b .�I. g p C' .$eroc�o.�d' rome IllendwincRPw or door
e -hicat areas, _t k� r am a efos t7N osus "sn5lost ate.
R319.12 Geogrop 41g O%g,ln,f ). 99 I .
. ch �?gjret'j f(jor galas supirrtedtolluc% cr the round shalt not lca� les% the 3% cZes 1.11,? C.m pen rig
I , a it f Inlcl�
_
Apt mm) po yet ytene vQ . . r re or er joint lopped not less han e, lidnm ish &ced
cl�robie or p, ss.uf,e calyely treated ..ad .h,il be used f th tIorp of wood a wood buck thIcknegs IS49 TIc to h it �e secu5e!,v, fisler
is he mason, co,T q ,rd la traFfAr 1w9 -�o.to
I conles, porches or smIlor germane gAmA-Per h beyon a rier or ace � e
or%s .? or; b'u?('dt r' uch u oor stab, or other approved equivalent methods or ,,hv (3
Wg� r he s uc urat supp busge.r.v . mate cf
shalt be usecito retard apor transmission through the floor stab. ,,r te or o,-n Vr. ,K le ,6 n
orr � L, aw a %c,� h "' a main r lam cIP or silb ram,, -am
. pd ,
_c I ic Irallon..,
a surface or at oints between pep Exception, A vapor retarder Is not required Vr-& r 3e t I a ,, �) ; F wrlufas tisin ant 1,��
'r , i th
mem o the weather ol olde 7,m a roof-, eav( or other covering that I a' I a.
n � ... � I c . r -
nding an local experience, .j I IS Go , J, tWcg. In ow or, Fr &g9or
would ,frevent moisture or water accumulat on Ve a I c . , urers ,
uch am tor. m.getriclude- 8 a a erw f d ob I ten fXon a In orlor t A,
5 z , ontal rs such as girders, joists and decking. t e frame �,g"' ' p, x I , .a
1 ,6, ,a -3 as applicable In Section 101.2, such as garages, utility i . M 1 itv. �
m 1. For detached structures acces,sory,,to occupancies In Group R ro
of� 5e&t'�
,:�s . Ice 1,joe 1�1:
2. Vertical members such as posts, pates and columns. buildings or other unheated fac r (r ss " te a on �Irn&s,per, TI csds,t�occt e a and Gg'% e f n a
out; P
1. H title � E a ads. nNotres1kelf%e provrdesT a ,w rom e wIn 11, w or
s 'c" tr sug a n Via .
3. Both horizontal and vertical members. 2. For unheated storage rooms havIng on area of less than 70 square feet (6.5 m2) and carports attached to occupancies a .e.Usys cio`W .socure woo .
.
R319.1.3 Posts, poles and columns. ble In Section 101.2. RMII,3�643tWrM or other OF
onved framing material,
he raming materd Is wood or thertir or n oT an
pmns nscu rt.1n&xperXVer4.struqures a mbeled n concrete In drl%5t tiftd with the 3. For buildings of other occu�ancles where migration of moisture through the slab from below wit[ not be detrimental to rroved framing material, I ol III t loor assemblies shalt bq anchorrd
I n,ft III r, r t V I � d rlt� t�e ro4nktf4UtuioFr7s
o ' ggifor . .. a .a . or at M I am S ""s I In etoo fi�oocge oll ow
ps p% or
nspi;
r.v. ,� W
ru do m co a pressure preserva ve y spe a wood suitable the Intended occupancy of he thI; h V I f kre.er �
r r r q AmlthV
a building. a I ,a rommi,ti apu, - 6 c k I (
r ground con ac use. Rup .1 nesQ Ion ns r% 1 I m
m cV t s ITT
.
t , MOT e cL5 m a
. 19 a f. ,Jes(
,
4. For driveways, walks, paticis and other ftatwork which will not be enclosed at a toter date. a a q neV c� a a a Owl (Im a cluds. n - - b e&
I g IQ
t p
r C pf, a
R319.L4 Wood cotumng, .P Ife, cX
Wood columns shalt approved wood of natural decoy resistance or approved pressure preservatively treated wood, 5. Where cipprov d loosed on local site conditions, Multrame a a ie r ��rwopermglvsu s ra .
1911.2 Joints. R613.7 Ions ccurring een In Iduat window and gloss door assemblies.
Exceptionsi R613.7.1 Mullions.
1. Posts or columns which are either exposed to the weather or tocated In basements or cellars, sup i Concrete stabs on ground shall be provided with Joints In accordance with ACI 224.3R or other approved methods. Joints Mulct:lgornja othe t�n ,All I tp r� ctovwelgl 1.�,gcd, r tefted oLgktabeted
�,T
lace & ' On 7 ja a 9 ,rosse
th c 31
ac . I F_ t7on ' ..0 so 'i as
metal pedestals proitcting I Inch (25,4 mm) aboyr the floor ,Y,.r finished grade and 6 Inches (152 mm) a ve exposed earth, shalt be designed by an architect or engineer. n, I% ,titIE,rt of r V !A E d ,1n
r c I .,Fltif q �, s cr elipr -1
a roved mpervious me sture barrier. occe� an pQePormonce cr r a . ! yf.l Ij.5,
, .,pr A
mcpV6lV.1A
Exce ,Dpteer.np proc ce. me a se a ''
aptloni Joints ore not required In unreInforced plain concrete slobs on ground or In stabs for one- and two-family c2e Loa rogs er.
2. Posts or columns in enclosed drawl spaces or unexcovated areas located within the periphery of the building, supported r -
at a h MU�. .
te pWr or metal pedestal eight greater than 8 Inches (203mm) from exposed ground, are separated close ngs complying with one of the following cins shgti be esigned to transfer the design pressure Loads applied by the window and door assemblies to the rough
r from by on Impervious moisture barrier. 1. Concrete stabs on ground contolnIng synthetic fiber reinforcement. Fiber Lengths and dosage amounts shall comply with opening su sVote,
R319.2 Quality mark. one of the followln R6&1�'.7,3 Dgfjrc�lon.
'a ,., a n oil K . able V rt�)F.,tpg the desiRn grersu,. P%(g a,pj?,1,Ied �y the window and door assemblies to be supported
.c r
Lumber and plywood required to be pressure presery ti riti, treated I accordance with Section R3191 shatt bear the quality (1) Fiber Lengths shall %a 1/2 Inch to 2 Inches (13 to 51 mm) In length. Dosage amounts shalt be from 0.75 to 1.5 pounds per oll houl 5PIec'tln�"gre t on 7 , where L I t e span a m on n Inches,
gd Irnectlon age n �Ins In4ingtig.upervIsl n, t VIr4% and Inr ectin ve;4hXm0uptIkt cubic yard (0,45 to 0,89 kg/m3) In accordance with the mcinufacturef"?s recommendations. Synthetic fibers shalt comply with R613.7.4 Structural safety factor,
,r
a that moll t rp
emen c t? of the
a as a y an accre tQtfcn 0 y tl r a requ s a rco Lumber ASTM IS 1116. The manufacturer or supplier shall provide certification of compliance with ASTM C 1116 when requested -by the Mullions shalt be capable of resisting a toad of 1.5 times the deslqn liyssure toads ap led �z the window and door
grainclard Committee treated wood program, building ofFiclati or, assemblies to be supported without exceedln%the �fproprNtre me er stress L,.tvels, tes ad by an approved laborato
R319.2.1 Required Information. a d I 6 ?f rg,
The required quallty mark on each piece of pressure preservativety treated lumber or plywood shQtt contain the (2) Fiberfreongth shalt be from 1/2 Inch to 2 Inches (13 mm to 51 mm> In length, monofltament or fibrillated. Dosage amounts the 1.5 times the design pressure to d shot( a sus alne 10 seconds, and t errmanent deF6rmatlan shalt not excess
shalt be er cubic yard (0.30 to 0,89 kg/m3) to achieve minimum 40 percent reduction of plastic f mullion span after the 1.5 times design pressure toad Is remove .
foLlowin,? Informatloni .
.,
h. Wentfigatlon of t�e treating plant. s a control nix In accordance with ICBO AC32. Independent test results using minimum R802,1 Identification.
IKpemof preservx ve. six (6) test specimens shall be provided to the building official showing compliance with ICBC1 A32, Synthetic fiber shalt
3: T insion lumber for rafters, trusses and ceiling joists shall be Identified b,y a grade mark of a lumber
a tive retention. with ASTM C1116, PQryroph 413, Ty a III. The manufacturer or supplier shalt provide certification of compliance with ASTM gracing or Inspection agency oved .b. hat comp, les with DOC PS 20. In Lieu of a
o+p
4. End use for which the product pe: treated, C1116 when requeste by building f1clot. _ that has beeneyr yean accreditation body t
mark a certlflc%te of Inspection Issu y a lu r gracing or inspection agency meeting the requirements of this
5. tonclard to which the product we treated. 2. Concrete stabs on ground containing 6x6 W1.4 ? WI.4 welded wire reinforcement fabric located In the middle to the ir.at'n shult be accep eel,
6. Identity of the o,,Fproved Inspection agency, i h tab. Welded wire reinforcement Fabric shalt be syfported with approved materials or su?ports at �p�uper,`gs R80211 Blocking.
� Thpetclesion0tion i rry,? If �pptic:abte. te et - s
xf ) III a e' f e (914 mm) or In accordance with the manufacturer s specifications, Welded plain wire rein orcement f obrIc Blocking shalt be a minimum of utility grade lumber.
a on
, .1 m I VS on tum er In Pan � Inch (25.4 mm) morilt thIckgg r less 1han romIncit � Inch log 5 In,5he f t rcexcecrate3 .hati 95, Standard Specification for Steel Welded Wire Reinforcement Fabric, Plain, or R80212 End -jointed lumber.
. , I IsEf4s 'Lftrr r cf
-- �mm)'or 2 Inches by 4.ccses ( I mm, byl.102 mm) or umber mm) or ass n Lengt shalt a app le -41nt
b5istamplKg the faces of exterior pl e or by end be(Ing not Less than 25 percent of the pieces of a bundled unit. Concrete Reinforcement, ARR,roved end ed, liv�er Idenspifle by a d mark conforming to Section R802.1 may be used Interchangeably with
e ec?
Is and v
racr
R 9.3 Fasteners. R502.1 Identification, same IS a.
F hm R802.1.3.1
hall be of hot-ollipped galvanized steel, stainless oad-bearing dimensioni.lu.ber for lists, beams and girders shall. be Identified a lumber gracing or -ret Laine't"Arecited lumber and wood structural panels shoLl be labeled. The label shalt contain-
pper. ec 11fol eonc s been . proved b Fire Groan
e tl n t b Y an accreclitotlon ,bodx that comptl s poll h S 2 . In lieu of iracle mark, 1. The Identification mark of an approved agency In accordance with Section 1703.5 of the Florida Building Code, Building.
P320.1,8 g ert T a f Yinspection Issued ry a tum er groding or Irispe tie agency meeting the requirements of this s ction shalt 't
t
I aI 2 Identification of the �rreetao In manufacturer.
l=rvastively treated lumber.
, accePr Lrog
if Q rulwt 3: The name of the fire Dint treatment,
, .yel Urmiti, s a woV treatment Is uiel for suloterrilintan termite prevent
�, C . �d$ f?r.1u(oted ?nd registered � , . R 2.1.1
( ,
ul mu3J A. do pp icpp Apvllc�t or of t a wood treotmen ermiticide she I a as required by I&LU'll
ete ;V71
Iryt cps for tusne., an s be com or a Ina building approval. Presservativety, treated dimension lumber shalt Qtso be Identified as required by Section R3191. 4 The species of wood treated,
3 ,2 enetra ,a R50212 Blocking and subfloorl S. Flame spread and smoke developed rating.
, "WRIty grade lumber. SubfLooring may be a minimum of utility grade lumber or No. 4 common
metallic I I 3fSemetI;%*I�p concrete 11alo-on- u
xode floors shall not be �f celtutost-cont in% Blcg�ln%osha 1, Ue a minimum of 6. Method drying after treatment.
. r ar4s
mate :so trutment nl� upreT r su er cinean terml e prot tion, shalt receive appticck Ion of a ermItIcIlle 9 7. Conformance with appropirlate standards In accordance with Sections R802.1.3.2 through R802.1.3.5.
eeve p Pa.
annu a Do, R50k1sG -i te lumber. S. For FRTW e,x oF a 0.,:thecr Memo g8r9wet location, the words ?No Increase In the listed classification when subjected
Rdover
an 2
oln d cp
c crd t ie AS,
R320.3 Cte�nlng. Ag m er!eof lymber ldentlfle� by a rd mark conforming to Section R501.2 may be used Interchangeably with to the Stan or Rein 8).
Tot , 3
,
Cells and cavities in masonry units and air Reps qetween brick ston s .Fpsoces an ra a. R802.1.3.2 Strength adjustments.
ts
-containing material prior to -jots s. a
cleaned of all nonpreservative treated or crinct. uratly durable woo , or at er cellulose R50214 Prefabricated wood I . r1d, val Ified In Section FSO,J� 5ha� Pe ..
_ n
co I
or
a ' '� su
Excqp%i Iporg D , r Su.1,ed f9F(ch"%eke,
concrete placement. Structural co?,acitles %nd ggsign provisions for prefabricated wood I -joists shalt be established and monitored In Il ' r�v?Ae mAre-oreTorKneV -9,'eoLT'dww a
$y2th C I ( .,cfllc materioL manufactur I for closjn� crIts In folr
,%otIon.co,�qreJe m on nst accordance wl h ASTM 50 . ' a §Wy 'To (Ac a ood
'
reo,%s
menV I unit r$p
n a �l vo CIS be a s ab level a ore sarm e s pe ormeg.iction or clean 1 . .
r a e e c, c pnc I. d R 32.1
a
0.4 amp ,V
. b R50215 Structural glued laminated timbers, 02 -
"Pre-shl ehe a i
,ne I it be s cteld 1(;:ojgegebc*o,nrc1,g edp&,*Lt,1wst equal to thl totat thlf,knfss gf the Glued laminated timbers shalt be manufactured and Identified as required In AITC A190.1 and ASTM D 3737. f
gPlcc�: ssloorr',ee Gorr oot4rr veneer, whch Is p=edtIn ra .w re�e nis ton. No supplemen at concre a oun atlon R502.2 Design and construction, T I f I and exposure to hi nd high
pours which will create a hidden cold joint shalt be used without supplemental tr ilatment In the foundation unless there Is and constructed In accordance with the provisions of this chapter, Figure R502.2 and Sections h �mlcl e d pk�woocl shalt be citerrilined in accordance with
o.so ns TM
on approved physical barrier. An approved physical barrier shalt be totted from below the wait slit plate or first R nd 20 or In accordance with AF&PA/NDS. A D d ? mmimum toac n
JP . � . . ow a.
d w�g,99TONu1�1Pka'Actmoarns &sh
I
block course horizontally to embed In a mortar Joint. If masonry veneer extends below grade, a termite protective UO2 e . . a isr r
e�2.1 Decks. er
a applied to the covIty created between the veneer and the foundQtldn, In lieu of Q physical barrier. e hment tocin exterior wall, decks shalt be positively anchored to the I t t and 1,802 .. 1 3. 2 .......... 2 . reatmerr�eac u
Exception- Veneer supported by Q shelf angle or lintel secured to the foundation sidepicill In accordance with ACI 530/ASCE lo-ep.9rd . a- � th X tlfcs� an era s as onticable. Su..qh,, cktta m lshed,yb G�ht use
r o ec a a po ve connec Ion to e prime ure c a ver?fled at,ient and th me,t 9 after tricitgent
. �p
� T
�! wItW
rell IW
5/TMS 402, provided at least a 6-Inch (152 mm) clear Inspection space of the foundation sIdeps exterior exist between er is r ed
. tr
, Po tdr&
T gt
Landscaping component, deck, apron, porch, walk or any during Insptction, d k h It b If-supgortIng, For decks with contilevered fr�4ng meh,�,ers, conne.ctin to e=Ior to empera ures an h ]dLtp-s on he attowa�,I% ,,gn prpXert or, n -treated um er s Ott be
c s a n tiF, I� b e1A DFW,re',hat be used to develp
t4f,ePnSK %%dec1PWyP%dThs:%rA4 If'oPo9dIpAq Th-?tA'rus:Tdw""c we Is .?,r ot a � 4 termin S y
s ir fr.gnp.smemjer.e KIL In I d and ,q?,nstr .p modification
s ,�cted to resist up( resuling from t e u live de d accordance wit AS M D 5664. The test a a develope A
reservatively treated and naturally resistant wood. pecifed In oble 0 .5 ac Ing on -%a ceantfegvne'red par on a the deck. ted Item ernatures and humidity In acc9rdance, with on roved
cap
a R502.3 Allowable joist spans. me hod of Investigation. Each manufacturer shalt publish the madf tie factors for service at tempero,tures of anpopt less
d ced r shalt be considered termite resistant. Prbe,ssure preservatIvety treated wood than 80*F (26.7*0 and for roof framing. The roof' framing modification factors shall take into consideration the
woV hcs,LLt4ot te used as a phys arrle�aun as a rrIer can be Inspected for any Spans For floor joists shalt be In occorPoLpce with Tables R502.3.1<1) and R502,34(2), For other grades end species and for climatological. location.
sIge o1c%I. b
1h ou side edges and J n s at a rrIers other loading conditions, refer to the A & A Span Tables for Joists orld Rafters. R802.1.3.3 Exposure to weather,
R320.5.1 Field treatment, R502,31 Steeping areas and attic joists.
Field cut ends notches and drilled holes of pressure preservativety treated wood shoLl be retreated In the field In Tobke R502.3.1(1) shalt be utilized to determine the maximum allowable span of floor licilsts that support steeping areas and Where fire-retQrdant-treated wood Is exposed to weather or damp or wet kocatlon shalt be Identified as 'Exterlor' to
. Indicate there Is no Increase In the listed flame spread Inclsex as defined In Section 2 .3 when subjected to ASTM 1) 2898.
accordance Ill AWPA M4. attict th t ,aLr bolt.l.
nj %qe�se
sT by means gf a fixed stalrory,or il%n,, Iva load does not exceed 30 psf
C ovide Ing joists that s
'�J) gn d
lic protection. (1�� N/ R802.1.3.4 Interior applications,
,s ead too does not ; (9411NA!ie). It upport
. u zed or Iml a storage or no storag elc� G419 ?94a ngr r
?,otrsty , I a e . .It be gete,;Ined In Qccor ancowor oofR991
( 4en,e, �otylso� onurate "uothlr fo?m ptastics shosit ,nV �e ln�tattaedcon the extilirlor face a n .4� 1 t � fl t dant-treoted wood shQtt have a m a stet In acmdonce
Ic �(
1 I i TM Slag, F
- , &
. o
or un er In r or or ex er, or oun a on we s or stab fo nda cns ocated below gra a, he c ear n a between team R502.3.2 Other floor joists. wit ,a ed�k .., ,per Liftive m,. 11r, Interior t.e-reto,r9ont-tr::,)ed w1d s �tlpee ts�;11 III,
I I
a,
ct�oq r,, R%%I�f esgnate as y
Table R502.3,1(2) shalt be utilized to determine the maximum allowable span of floor joists that support attareas of the Jc! Qrce wl h ... ntF or 'et. a
n doe ,SS 2 _ Z,y a A a
c,or a',
Nations, a , 8ke?'1p'r9o2v salons a s sec Ion.
plastics Installed above grade and exposed earth shall be at least 6 Inches (152 mm). 11 - w
t d '52.1.3.5 M e mc'
elts, floors, ceilings and roofs Ore entirely of noncombustible materials or building, other than steeping and attics,j)rovi ed that the design live load does not exceed 40 psf (1.92 kN/m2) and the RB olstur content.
1, u clings where t�e f , design dead does not exceed 10 psf (0.4 kN/m2).
e ve y rea e wood. Ire-retcirclant-Irea t �e dried t� a m I � t nit f 19 t (,7stbor Igmber and 15 t
c ' Je$t 7
is uUn e'ar 7 DO' ,151;latt not
Wh n In �ddltlon ,�o the req i he foam plastic and R502.3.3 Floor cantilevers,, fless f w d r , I. penr a use, - roo B E I k 4
V 1� fher tee s as r,] a
. t .�
rts g or w
r t,o 'W n dry n% a umber on p ywood sub : or
v a a .
9t a j: Floor cantilever Sports t not exceed the nomInat depth of the wood floor joist. Floor cantilevers construc,led In �ceeTr,,,F i
.. �
.. R I
d on 1. . .2 or tumb r,
. On the Interior side of basement watts, accudance with Table 4163(l) shall be permitted when su -frame bearing watt an RIT4 Structur'L glued laminated timbers.
I. . pportIng a tight # roof ear
R22211 con levers supporting an exterior balcony are permitted to be co structed in accordance with able R5%2'�:3<'l ). a
new single-family houses, duplexes, triplexes, condominiums end townhouses shalt provide at Least one bathroom, Located R502.5 Allowable girder spans. Glued laminated anufactured and Identified as required In AITC A190.1 and ASTM D 3737.
maximum possible privacy, where bathrooms are provided on habitable grade Levels, with a door that has a 29-Inch (737 mm) The allowable spans of girders fabricated of dimension lumber shoti. not exceed the values set forth In Tables R802.2 Design and construction.
clear opening. However, If only a toilet room Is provided at grade Level, such toilet rooms shalt have a clear opening of R502.5(l) and R502.5(2). Roof-celtings shalt be designed and constructed In accordance with the provisions of this chapter and Figres R606.10(l)
not Less than 29 Inches (737 mm). or In accordance with AFPA/NDS. Components of roof-cellIngs shalt be fastened In accordance with Table 02.30).
NOUNDATIONS SECTION R401 athing. R802.3 Framing cletalls.
ceptions, Maximum allowable spans for lumber used as floor sheathing sheik conform to Tables R503.1, R503.2.1.1(1) and R503.21](2). ftersg�ctlt be fromeUg rlMe ba ach other with a pu%set plate as a tie. R a at least
I ctrol orto r
R401.1 Application. R50311 End Joints. 1-1 n r f the rafter.
ounckttlon End Joints In Lumber used as suloflooring shalt occur over supports unless end -matched lumber Is used, In which case each a nch (51 mm) nominal thckrr,ss and not tesr In deqth an the cut end of
Thecgrlslon,f V this chapter shalt control the design and construction of the foundation and fl 1�e rafter, Hip'and volley rafters shall be supported at the ridge by a race to a bear ng par ItIon or In d I d t
L l at least two joists, Suleflooring may be emitted when joist spacing does not exceed 16 Inches (406 mm) �a - a a. er"
tpoid so or ulidInQs, and a I -Inch (25.4 mm) nominal tongue -and -groove wood strip flooring Is applied perpe dicular to the joists, r p,.I,)4T.yhere strif rr..?fEip�Itch cIs t,jg, th,ln three I qnsu t.o
cAAnits ry
crrtigat Ir ,
-it be designed and Installed tehm te , supp an ce g jo sts, s as ge eams Ips and
oo at ,I I%lr'ebructeen�'selore-Scifslfrtuoc.-%dLr'a,t m %
f undatlons she In accordance with AF&PA Report No, 7 (see Section R301.211). orr,y.nT. I, p
1. The provisions of this chapter shalt be permitted to be used for wood foundations only In the SECTION R506 valleys, shot be designed as 6eams.
following situations, R802.3.1 Ceiling joist and rafter connections.
1 1. In buildings that have no more than two floors and a roof. R506.1 General, Calling joists and rafters shalt be nailed to each other, In accordance with Tables R602.3(l) and R802.5,1(9), and the assembly
1:2 , When Interior basement and foundation watts ore provided at Intervals not exceeding 50 feet. Concrete stab -on -ground floors shalt be a minimum 3.5 Inches (89 mm) thick (for expansive soils see Section t the top watt plate In accordance with Table R602,30). Calling joists shall be continuous or securely joined
2. In addition to the provisions of this chapter the desl and construction of foundations in areas R403.1.8 ). The speclfied compressive strength of concrete shalt be as set forth In Section RU2.2 . w�e ,Q,ve lc,taerljrtr�Aietlon nd rialted to adjacent rafters to provide a continuous tie across the bultodrig
r p Lr te ra�,�
R506.2 Site preparation. To " Sr ers.
�rone to flooding shall meet the provisions o� Section W323. en S;�Pgyjo sitts er
3. ctures located within the High-Veloclty Hurricane Zone Shull comply with the The area within the foundation watts shalt hove all vegetation, top Solt and foreign material removed, Where celtln-� joists csr�e not parallel to rafters, subfkooring or metal straps attached to the ends of the rafters shalt
�f,,, �stcsl,� A
provisions of Chapter 44 . 6.2.1 Flit. �d ride o, con cross I bultoon ft halt b,Ttht�O 4-Inch
> �) p,rl� m.,_s I I 'R �r .r � Loto 41 v6g �y
XmJ comm . ., ( g.. no . �c'. ar, on, . < , ,�r c?grw5
pe ,��,,.rrsln,� . ii , Slons
ints. R? material shall be free of vegetation and foreign materictt. The flit shalt be compacted to assure uniform ? , I c les s all e pro% etil �Ir' FrIter t s are no pi a e .cl, r ge
Support of the stab and exce rme shall also be supported bt�, 6 dIrder designed In accordance with accepted nee ng p
in p-C where apfroved, the flit depths shalt not exceed 24 Inches (610 mm) for a engiop A 'r ce,
Foundation construction shalt be capable of accommodating all toads according to Section R301 and of che Rafter ties shalt be s an 4 feet 1219 mm) on center.
transmit tin the resulting toads to the supporting soil, FRI, soils that suppor-t footings and foundations clean sand or grove( and 8 s (203 mm for earth,
shalt be cleitIgned, Installed and tested In accordance with accepted engineering ractIce. Gravel flit used as R802.3.2 Calling joists topped.
footings for wood and precast concrete foundations shalt comply with Section RP1403 . POV14cAMck (102 mm) base course consisting of clean graded sand, e Indl of,,cel(Ini Lolst h it In I d i minimum of Inches (76 mill G� butttd a be�hrin ,rtltlons or beeps cl t It d
" r rLp a
.,p
r , .?pld I[olst'l . .it
R401.3 Drainage. 2-Inch (51 mm) sleve shalt be placed on t?r prepared subgroole when the stab a I �:r! �� ogR1t I IS .
.,,T,p fgj�4jlRg� t 5�p
biost-furnace stag passing a , � orPcence or a a qte� ISV.de.ry[Wnt�eed � r o her In a manne a I ests such rust.
an th?r a ?lnt of, cok(mtIonsicl Is below grade, RS112.4 A(LowelotecceltIng joist spans,
voe ygrn e or I Vs.
t C9
c a zar S , W rom oundo, on I Exception, A base course Is not required when the concrete stab Is Installed on weit-drolned or sand -grovel Spans for ceiling dolsts shalt be In accordance with Tables R802.40) and R802.4(2). For other grades and species and for
m foundation watts shalt fait a minimum of 6 Inches (152 rein) within the first mixture soils classified as Group I according to the United Solt Classification System in accordance wIth other Loading con 111ons, refer to the AF&PA Span Tables for Joists and Rafters.
10 feet (304 mm), Table R405.1 . R802.5 AlLowoble rafter spans.
Exceptloni Where tot lines, watts, slopes or other physical barriers prohibit 6 Inches <152 mm) of fait within R506.2.3 Vapor retarder, �
(Pans for rtters s .1 �oe -c r anf,e wIV Obispo; RSOUA(l) cA R802,5,1<
( V c ,T I r IjIther
10 feet <3048 mm), drains or sorciles shalt be provided to ensure ensure drainage away from the structure, a )ns etr !Eke A A pan DID as for Jo sts and afters. a a a a a
R401.4 Solt tests. at dlrlgt colol rIzo4tr
Joints topped not Less than at projection a the rafter.
Inch; P ) polyethylene or approved vapor retarder with .7&e,
A P mle (0�O h
nc S 1 J T
17 .�recss t1kfly to h�ve (FansIvit, cop�,resslble, rhIftIng or other unknown pil ckaracter l4n 6 u A mm) s a I e placed rbsi?tween the concrete floor stab and thg base course or the prepared
w . IstIcs, the bul 12, se course exists.
01 flc;IQL sYat qetermp I ther oyre uIre a Sol test to determine the s s � aracterstcs r I ular
c Pe o
location, his est s at e e agency using on approve met od,
TION OF
TARX RnU�U
WIND-BORNE DEBRIS PROTECTION FARTrNTNr --lZri.irlicto r role winnot qTsoitrT1IDAI OAKWI t
FASTENER FAS
R SPACING (In.) 1.
;
Panel span
? foo" panel SKI,
I act
< 6 foot
<= 2 ft
< 4 foot
I
poWspon
I
panel sgan
-
<
t
EX 06 Wood Screw 3
16
1 16
It
9
29 as 8 Wood g-
12
I i
---- -- -
-
It
--
-
Sl- I inch - e5,4 -, I foest - 305 pin,
i This table Is Is
us nised on a maximum wind speed of 130 mph (58 m/s) and mean roof height of 33 feet (10 m) or less.
teriers she I be Instattord at opposing ends of the wood structural not,
3. Where screws Ore attache Pie
all to masoror or th halt be attached using vlorotlon-reslstent
kn,s�%rgjnPu minimum orril W14y I. 615k kN)*y a
, :wai cat
4. common box dEb-hea mElls.
TAKE KQ2.',2 I A LTEIFFMTE A �A�ME?ffS
1"IIIAL NIA1
",:� NBS AWN "
-
1�11 IFIsT -Tli
� 4,l1h..TE1AsiV1EK
I'�'�,IIIIT�
�
-
�.d-V.�b.IP-II'L�DW.I...t.dl.11,NlMt�OVI.Ilo�r..II
dtI'N.!,I"d`OIrwAI-
.Pt
01pl, 159� I
I I
I a
0%74DIP9*1�-
3
6
� W1114W 1
a
6
1 .116
3
6
A:_1T1W1;dI1U1?1 �
--
I
a
. _�
I
a
I aW
-
slwk I tw..
I
8
c,W* ,sg�. I
a
6
-
ca00V�W12
A
.
tipp '"is -
-
I
-
a
I
--topl, I i9a f
I
8
o 113ml-,..
3
5
MvIl loo�.: � - -------F-
&
I a
C, .7 - r- a� we: e
,
I
1 5
.1. It. L NATE1. L
THIC�mt
Md. s ,
-
l-l'. 11A-,T11
illsh
I
I """`w`e-�-;
Rom Underity��ntpl�wOO�r�O2Mf,tl�board
.j.
I Old
Igo, w..Ww.lk.ftt.1.
:: 1. lolv�vl , sl�so dhieW
--
3
6
tm.lew -
-
5
. . . .".d I
-c-,.m
, '11g."Cnirswest., .-
12 Q.00y-,s,,M.s1hn*ft,M
6 -
a
I
r8
I I .Aid
I IIi90Fw;ka*lhd%hI.fR
- , o.. 0D.P,A. -1 tosv,
-
6
5
1-1
6
-
-
Itow....
02Y)
flp9Vd..d, r1ok.Weil
1 6
1 A
1-1d],10"..1
6
1 6
'��7Pk 159�. 1 btg,VRCWC�d
i 3
1 6
eer*I.toAr
I
4dd.na,W .... . I. m -
,
6
U" 1119�.. I 0.9. ..
#11
.1
i
Add�d Ild,itt�1
"Iaptloa.�l .9.��-.
61.
I 1
.
d
i;.E.,-,Fiz�-7-1!121611-.Itl!.-"--,!.'I
I ;1
I
-
-
F.�l I 1,0_25"..
..mot olls".r.las"tPonalmnia, of T-wad.roodwispol mitistea,101maitao.
, b.'--tOt+"WIk.hl.,.. is tit ar:,I�I.Ol .. dk,,dt'.Pto, 'Ad .
�.tutk.,�tpo""Ilb.�p..�ao..t-�fl.6f..I"...t,.t.-I,.PP6,b.i.,i,o,i.�w%�l.;.,On,,N�Is
.,�tpo,,i,,Iv.,P.,am.m.,.ik.121�k..�"..*,.tbb..arb,.w�rt",fb..
4 f Ite, &IMM PW,,l I 39rdpalwntt�.Irtoettt, bod, ofst@ pasel
-�l�pkp.l�t.l.t.t�,�IL.ILIII.lp...M.�O.Cb�b,,..�,t ..... It ,;,
tu..N",*,Ik-.t;i�l�,.�.,t.w.w�136,4
li'll.,
""'
iw-
to ' as bolts, �
� I-
,�. di :on.. lil I
SP010WOFFASIDUS
,,InchtO
stilsirsitlist
-
i
'ttlipo"O.'anche
I ,I
-
Wbod itructuilpiii4i,subfim.fo,,.fmdwgi,lieifipg totimiro%mdpahckb�-.,ardwid,heahngloimming
IJ."-T,
GlIcompoirAlt3i)ialloWboo,will
6
t2-
ildclappoo (2V,",0131) tot ("I
I
IV,
8s1commsIIs1WJ�,>QI3r)
6
1? I
0;-I�:,
Igo ourrow 0,4116) Isilif
6
12
I
1111,1`4&�.Mimwl
I
-
1:411terosoll0eathire
'��"strsicls,dcehbmc
I '�*plwiskedeicsfsq islild crowded. (?�'A l3r) wit
3
6
lniboadoleatig
!Ipb 169al. PkIpti;
'qsirichralcelits c
I It,"plosiEsid atifigial8dosomoi (?A:*,QJ3I') tot
3
6
Isollooselshollig
slpk 169&, I'l,big
/,"qpossilsstiho
1'�'Mlsailred Dollogiall6doosmossi (74131) ol;
4
8
slailo gifliaoised. ilj�'bis ilts'sciss, TrqtPloiS
/,'"ilsileallij
V1,*931iii ildig isi.ild cildisoo 17�"413i) oil '
4
8
sislilt gassailled, q'Isig 114�icstwss. WPJoFS
" ittr3walparelli..onobinota suLlimr unleil Ill t to mg
IJ:19idliss
15dilistoneell nol(r'412T)or
,
--
Weasel C2,lf'"'(1.131) lei
I
T7�
',.�.-,.
Blicarriel C21�," 4131) sadder
S -P2
todileforatilte](21;,",020)
I
iVi,-Iy:,
igdcmmDlk3'>GilBlkdbT
6
12
-
Odd.faMd V),',(] IT) Ito]
1
1 _
ForSt I 0 -25A milk I ftt= 3D48pra. I mils per lot I 444? inik; Its i-68% lillits
a At id sit S11100111-cairoll of ckleared flinks exceptor kit d1tow ke Static! INN ised brIopolgoods stallig
001 locthis list two Ins No map beedligy1ittirlossoills as 3 low i:80 koilsliskink dispetralTAW Ird
Wit oxim tol,90kailsors laskillintrai Ingertlai 0.142 id bit lot hopeflon 0,177 oci,and i0killisir
slook disselp 1 40 92 ict . lips
b Slail aw 16 gage sp iss, Red Im spid.i. "i,od os dioretrow I. ill
C Fat sialbe *aced allotoloo, IsI6 ticks 01 Ce Itratfillsipport Is, 1. Is span so, 48 itclies olgado r
it foor400t*-S.boUF4-tathy-g-fbotpoithsisibeMbdiedcalf.
t Stacellofflairsers iotaclidedi llotbkslolb�lossstdoo labo FM2Q
f kilistled.
9 Foingims kweltharrilico,iodsposedisf0mill orkn,mitfaatWig000dstictralponlmdskealilgbg&k.id
wslRmmgsbdb.3pwtdSicbtsoia.t, owle.bosic. iid speed igtobrboiiMmpi,ishfordbcliigpoitted
sitaligbitondetaWportitalbespgced6OcitsosctititNritrioiPO8-icldktsicttmri*s,emessidgiek
ow1wali;oidtiocksoictibriopill oidwalhopoll.
I Dpiinsle&igsidooitobASTMC79mdsidbtimlBk,di&wrdaimwlGA253.Fbe;bcaidshaOigskaI
coo b" to ASU C 2X
i Sielclilloffrole Isis oo fboissedio9paileiedges apples lopopel,lip seppoiodbyttlassigreltea aid "redhilockipq
odatalfbo�peiir�tm%VSpmigoflmtienaimoisicaligpoitied_wappb3bpaieled.xssippDrbdbffemilg
orwadwis aid roqmdMxkigibctiigcfmdorfborils&igpoitiOp poileillcitrintlefromignalliers rood
tollse M did e xceptas Iloilo dby otheristoeaD a of tit cock FborperatrslalbtsiWortdtyffamiigmont*n
orsollWkiog.
BENJAMIN RODRIGUEZ DESIGN PLANS BY RICK
39645 MEADOWOOD LOOP 813-765-9793
k."/ V all
�� 'I
/
I
rkirr,o I Yrrmrr ase;,arn .
/-r-r-r1TMr1ILL3, r-L 1)1)0-1+/-
D.W. SMITH, M.S., P.E. #5 3608
PROJECTS ENGINEERING CONSULTANT
VE-DADE CITY,FLORIDA 33525
MW352-521-W FAXi 352-521-M7 E-11ift ilsisf(pelPearthl ink. rpist
SPECS
SHEET OF
7 OF 7
SCALE
1 /4"=1 '-O"
R. GOLLHARDT
DATE
1 1 MAR 201 0
CHECKED
D. W. S.
JOB NO.
ZUIO-12
I J.h%%Fr1.%,t-4& tp:&rCI".d.erV - ftl&- -
._ eir ', ?J Ire rool 1.1:�, I -
ltsid Via, 8M upplates to FX 07.
FL TM
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
FL10124-R1
Revision
2007
Approved
r
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
(973)872-4421
bmcsorley@gaf.com
Beth McSorley
bmcsorley@gaf.com
Beth McSarley
1361 Alps Road - Bldg 11-1
Wayne, NJ 07470
(973) 872-4421
BMcSorley@gaf.com
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Underwriters Laboratories Inc.
Quality Assurance Contract Expiration Date 12/01/2011
Validated By John W. Knezevich, PE
r
Validation Checklist - Hardcopy Received
Certificate of Independence FL101--! R1 :'!_}I Tiruh: ERD :'eititicaiton of hideyendence Rdf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D3161 (Class F)
2003
ASTM D3462
2004
ASTM D6381 (Class H)
2003
ASTM D7158 (Class H)
2005
UL2390 (Class H)
2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/16/2008
12/16/2008
12/10/2008
12/18/2008
EXTERIOR RESEARCH & DESIGN, LLC.
' r r_ertr to of Auftiri:atnah t9503
t ��� I 1 353 CHRIS'�IA�N STREET, UNIT #13
ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX- (203) 262-9243
EVALUATION REPORT
GAF Materials Corporation Evaluation Report 015016.01.08-R2
1361 Alps Road, Building 7-3 FL10124-R1
Wayne, N] 07470 pate of Issuance: 01/03/2008
Revision 2 12/11/2008
SCOPE:
This Evaluation Report is issued under Rule 913-72 and the applicable rules and regulations
governing the use of construction materials in the State of Florida. The documentation submitted
has been reviewed by Robert Nieminen, P,E. for use of the product under the Florida Building Code
and Florida Building Code, Residential Volume, The produds described herein have been designed
to comply with the 2007 FBC and 2007 FBC Residential Volume,
DESCRIPTION: GAF -ELK Asphalt Roof Shingles
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, RE. if the product changes or the referenced Quality
Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation
Report relative to updated Code requirnements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the wombs "'Trinity I ERD Evaluated" may
be displayed in advertising literature, If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user- by
the manufacturer or its distributors arrd shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages t through 4.
Prepared by: 01111F+a,$�,h
•psi rsi sett ; ;
b - 114 ►e.ar*ire no, ar nrft rrrhzitad
:r � ...-! � • - 6, p�6rt M.am,wn. P.E. a-, :2/ls;2ci�
this dais rrr rrrvr tt, #r ae:irnmfY s"ed
Robert I.M. Nieniineni R.E. fifi�� ,�,. • sr,�.a, ►..r.a Ha rr hm Ea.
<'; * r ll`lydrht'rt� rc Ihri rtio��ct A JtK#-rarknter and
r?t)t,ea R! :crab:" rF i'+"L'. 5_916f, r�;tr'iVa XA AME19 3 �°"" , ` rc stir -r.sri k; iwil
CutTiricAncm or Iwmcrrocna.
1. lrlr,ty 1€!) Gars not havr, rx.r does Ir trrterid h) acquire c,f vt! K acquire, a rirmmw Infe st Ir arw company nanur.adurinq •:ir
Ov'r,butirig pfcdrlcts It rvauater
1. 1rivitviLRI) rs it mTvA, opere€ed or -Wrolled"any crnpanv rnanutacturdrq cf distributlrg pro"cts N evaluator.
J. hr.,�er; Nwir, Mr, P,I.. doe., rylt Lave ticr rvtt nogg, a i1paroarl, Ir•Rrmt n any corriomy trMrUfactVTq or dlstrltiitli q products to, rvhO
t'tr, a artrairun rWrts ue h *- ed.
1. Pf:ihe- NWritrrq, PA, direr rrr tare, rrx will aiquiie, a Ilrorcial :*Lresl In arf ether ent*ty IrwArd +7 tte app$ixval proc-ess of try
Jrf'CJr`
ROOFING SYSTEKS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Sitaternent: GAF -ELK Asphalt Roof Shingles, as produced by
GAF Materials Corporation,
have demonstrated compliance with the following sections of the Florida
Building Code and Florida
Building Code, Residential Volume through testing
in accordance with
the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
hei-i n.
2. STANDARDS:
Section Prow
Standard
Year
1507,2.5 Physical properties
ASTM D3462
2004
1507.2.5. 1507.2.10 W`nd Resistance
ASTM D3161. Class F
2003
15014.1.2, 16D9.5 2 Mecha^ical Uplift Resistance
ASTM D6381, Class H
2O03
1507.2.10 *nd Resistance
ASTM D7158, Class H
2O05
150411.21 1609.5.2 Wind Resistarce
U11_2390, Class H
2004
R905.2,4 Physical Properties
ASTid D3462
2004
11905.2.4A, R905,2,6.1 Find Resistance
ASTM D3161, Cass F
2003
R905.2.6.1 'Ai nd Resistance
ASTM D7158, Class H
2O05
3. REFERENCES:
Entity
Examination
Reference
hate
Underwriters Laboratories
ASTM D3462
93NK6295
11•-'29/ 1993
Underwriters Laboratores
ASTM D3462
99NK43835
01.112r'2000
Underwriters Laboratories
ASTM 03462
DINK06632
02/02/2C01
Un>d'erwrkers Laboratories
ASTM D3161
01NK9226
O5/21/2001
Underwriters Laboratories
AS7V D316i
01NK37122
12P'18/2001
Underwriters Laboratoriees
ASTM D3462
OINK37122
1211912001
Underwriters Laboratories
ASry D3161
02N. K1298O
O4'101,'2002
Underwriters Laboratories
AS-M D3161
02NK30871
09. 09r';2002
Underwriters Laboratories
A5'M D3161
03CA5367
03•+111'2003
Underwriters Laboratories
ASTM D3462
03.NK26444
10:117/2003
Underwriters Laboratories
ASTM D3462
04NK13850
%107/2004
Underwriters Laboratories
ASTM D3161
04]YK13850
06123/2004
PRI Asphalt Technologies
AS7V D3462
GAF-059-02-01
09/02/2004
Underwriters Laboratories
AS"M D3161
04NK30546
03110/2005
Underwriters Laboratories
ASTM D3462
MK22009
05•`06.2005
Underwriters Laboratories
ASTM D3161
104NK22009
05/09"2005
PRI Asphalt Technologies
AS'TV D3462
GAFF-08,3-02-01
05i.f25/2005
Underwriters Laboratories
ASTM D3462
05NK27924
02110/2006
Underwri-ers Laboratories
AS7V, D3161
OSNK27924
OZ.'11,r2006
Underwriters Laboratores
ASTM 133161, ASTM D3462
06CA18077
06/05i2006
Underwriters Laboratories
ASTM D3161, AS'M D3462
06CA18074
0611W2006
Underwriters Laboratories
ASTM D3161, ASTM D3462
06CA35251
10/18/2006
Underwriters Laboratories
AS7V D3462
06CA31603
12/01i2006
Underwriters Laboratories
AS'rM D3161, ASTM D3462
06C.A41095
IV2' 2006
Underwriters Laboratories
AS'V D3161
071dK05228
03/11/2007
Exterior Research and Design, LLC.
Evaluation Report 015+06.01.08-R2
CertiYDrate ofAvthorhatlos 09503
F110124-R1
Underwriters Laboratories ASTM' D3161
Underwriters Laboratories ASTM D3161
Underwriters Laboratores ASTM D3161. ASTM D3462
Underwriters Laboratores ASTM D3161. ASTM D3462
Underwriters Labor•atares Quality Control
ASTV D6381, D7158, UL2390
Underwriters Laboratories Quality Contral
Revision 2: 12/11/20M
Page 2 of 4
06CA 31611 04,'•04,'2047
06CA61148 G4,09i2007
07CA31742 11108/2007
OOCA06100 OV1312008
R21 Cu•rert
R3915 Curert
4. PRODUCT DESCRIPTION.-
4.1 Royal Sovereign is a fiberglass reinforced, 3-tab asphalt roof shingles.
4.2 Camelot, Capstone, Country Mansion, Grand Canyon, Grand Sequoia, Grand Slate, Grand
Timberline, Timberline Armorshield 13, Timberline NaturalShadow, Timberline Presbclus Grander
Timberline Prestique 30 1 Timberline 30, Timberline Prestique 40 / Timberline 40 and Timberline
Prestique Lifetime / Timberline Ultra are fiberglass reinforced, laminated asphalt roof shingles.
4.2 Slateline is a fiberglass reinforced. 5-tab asphalt roof shingle.
4.3 Seal -A -Ridge, Seal -A -Ridge Arn-rorshield, Ridglass Hip 8 Ridge, Tirnbertex and Universal Ridge
Cap are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.4 ProStart Starter is a starter strip for asphalt roof shingles,
5. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HiVHHZ
5.2 Fire Classification is not pant of this Evaluation Report.. refer to current Approved Roofing
:Materials Directory for fire ratings of this product.
5.3 Wind Classification:
5.3,1 I GAF shingles noted herein are Classified in accordance with FB Table T AI s r gC b e 1504,1 2 to ASTM
D6381, class H and FBC Tables 1507.2.10 and R905.2,6.1 to ASTM D:3161. Class F or ASTM
D7158, Class 14, indicatirg the shingles are acceptable for us in all wind zones up to 150 mph.
Refer- to Section 6 for installation requirements to meet this wind rating.
5.3.2 Classification by this method applies to buildings less than 60 feet high and -with Wind Exposure
B and C only in an Occupancy Category of I or II.
5.3.3 For buildings falling outs=cle the constraints in 5.3.1 or 5.3.2. calculations by a qualified design
professional in accordance with UL2390 / ASTM 07158 .r ASCE 7 may be conducted for the
specific project with data for the specific shingle. Reference: FBC 1609.5.2. Contact the shingle
manufacturer for data specific to each shingle.
5.3.4 All GAF hip & ridge shingles noted herein have been evaluated in accordance with ASTM D.3161,
Class F• Refer to Section 6 for installation requirements to meet this vrind rating.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the
Florida Building Code and F.A.C.Rule 98-72,
6. IN:S,TALLATION:
6.1 Underlaym enta
6.1.1 Underlayment shall be acceptable to GAF/ELK and shall hold current FBC Approval, or be Locally
Approved per Rule SB-72, per FBC Sections 1507.2,3 and1or 1507, ,4,
Exterior Research and Design, LLC.
Certff mile of Authorization *9502
Evaluation Report 01506.01.08-R2
FL10124-RI
Revision 2: 1211112008
Page 3 of 4
TRINITY ERD
6.2 Asphak Shingles-
6.2.1 Installation of asphalt shingles shah comply with the manufacturer's cun-ent published
instructions, but not less than four (4) fasteners per shingle in accordance with the
requirements of FBC Section 1507.2 or FBC Residential Volume Section R905.2, with the
following exceptions:
Grand Canyon, Grand Sequoia and Camelot require min. five (5) fasteners per shingle
Timberline Prestique Grande requires min. six (6) fasteners per shingle.
6.2.2 Fasteners and fastener placement shall be in accordance with manufacturer's current published
installation instructions,
6.2.3 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166-percent slope),
special methods of fastening are required.
6.3 Hip she Ridge Shingles:
6.3.1 Installation of Ridglass Hip & Ridge asphalt shingles shall comply with the manufacturer's
current published instructions with a minimum two (2) fasteners per side and asphalt roofing
cement.
6.3,2 Installation of Universal Ridge Cap asphalt shingles shall comply with the manufacturer's
current published instructions with a minimum two (2) fasteners tier shingle.
6.3.3 Installation of Seal -A -Ridge and Seal -A -Ridge Armorshield asphalt shingles shall comply with
the manufacturer's current published instructions with a minimum four (4) fasteners per
shingle.
6.3.4 Installation of Timbeitex Ridge Cap asphalt shingles shall comply with the manufacturer's
current published instructions with a ,minimum twg (2) fasteners per shingle and beads of
Sonneborn NPi Gun Grade Polyurethane Sealant or Henkel PL Urethane Sealant.
1. LAREUNG:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURIirkG PLANTS:
Contact manufacturer or Quality Assurance Entity for specific information on which plate produces
which products:. Mobile -AL, Tuscaloosa -AL, Fontana -CA, Fresno -CA, Shafter-CA, Tampa -FL, Savannah-
GAr Michigan City-INr Mount Vernon -IN, Baltimore -MD, Minneapolis -MN, Myerstown-PA, Dallas -TX,
Ennis -TX
10. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories - QUA1743
- END OF EVALUATION REPORT -
Exterior Resea" and Design, LLC.
CertiAeate of Autharketion 99503
Evaluation Report 01506.01.08-1112
FL10124-R1
Revision 2: 12/11/2008
Page 4 of 4
- 15# ASPHALT FELT
%- UNDERLAYMENT
9' STARTER STRIP OR
COURSE OF INVERTED
SHINGLES
METAL DRIP EDGE
AT RAKE APPLIED
OVER UNDERLAYMENT
START THIRD COURSE WITH
FULL STRIP MINUS FIRST
TAB
START SECOND COURSE
WITH FULL STRIP MINUS
1/2 TAB
START FIRST COURSE WITH
FULL STRIP
R❑❑FING APPLICATI❑N
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE
MANUFACTURERS INSTALLATION INSTRUCTI❑NS.
2, ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF
2112 OR GREATER, FOR ROOF SLOPES FROM 2112 UP TO 4112
DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED.
3• UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL
CONFORM WITH ASTM D 226, TYPE 1, OR ASTM 4869, TYPE 1
FBC 1507.3.3
4. SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH ASTM D225
OR ASTM D3462,
FBC 1507.3.4
5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING,
AND COMPLY WITH ASTM D225 OR ASTM D3462,
FBC 1507.3.5
6• FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
STEEL, ALUMINUM, OR COPPER R❑❑FING NAILS MINIMUM 12 GA (0.105 INCH
SHANK WITH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE
THROUGH THE R❑❑FING MATERIALS AND A MINIMUM OF 3/4' (19MM) INT❑ THE
ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK
THE NAILS SHALL PENETRATE THROUGH THE SHEATHING.
FBC 1507.3.6
7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS FOUR
FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS
OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH
ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95,
FBC 1507.3.7
METAL DRIP EDGE AT RAKE
APPLIED OVER UNDERLAYMENT
15# ASPHALT FELT
r - UNDERLAYMENT
ROOF SHEATHING NAIL INTERIOR
Bid NAILS (RINGSHANK) 6' O.C.
ROOF SHEATHING NAIL a EDGES
8d NAILS (RINGSHANK) 4' O.C.
METAL DRIP
APPLIED
OVER SHEATHING
ASPHALT CEMENT
USE ONLY ENOUGH NAILS TO HOLD
UNDERLAYMENT IN PLACE UNTIL
SHINGLES ARE LAID
ROOF UNDERLAYMENT APPLICATI❑N
TYPICAL FOR GAF/LANDMARK SHINGLES ETC.
1, R❑❑F COVERINGS SHALL BE APPLIED IN ACC❑RDANCE WITH
THE APPLICABLE PROVISI❑NS OF SECTI❑N 1507. FBC, 2001
2, FOR ROOF SLOPES 2112 UP TO 4112 UNDERLAYMENT SHALL BE
A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS: (SEE ABOVE)
FBC 1507.3.8.1
3. FOR ROOF SLOPES 4112 OR GREATER UNDERLAYMENT SHALL BE A
MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS,
STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE
FASHION PARALLEL TO THE SAVE, LAPPED 2' AND FASTENED
SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAID,
FBC 1507.3.8.2
4• DRIP EDGE; DRIP EDGE SHALL BE PR❑VIDED AT EAVES AND GABLES
OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES
EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW SHEATHING AND EXTEND
BACK ON THE ROOF A MINIMUM OF 2 INCHES• DRIP EDGE SHALL BE
MECHANICALLY FASTENED A MAXIMUM OF 12' ON CENTER.
FBC 1507.3.8.3
PLYWOOD NAILED AS SHOWN
IS DESIGNED TO WITH
STAND
MAXIMUM WIND LOAD RATING
OF 130 MPH WITH FASTEST SPEED
OF 110
15/32" CDX SHEATHING SHALL BE NAILED W/ 8d IRS
NAILS @ 6"
O.C.
@ EDGES AND 8" D.C. MAX, IN
THE FIELD. USE 1/2"
II
STEEL PLYCLIPS,
l l
II II
I•I
I,I I �
II II
1.1 I•I
I I
II II
I
� II 00
I•I
I I 61
II
I I I.I
I
II
II I
II 00 II
I'I
I•I
II
I.I
I
II
I I•I
I•I �
I I�
I I.I
II
I II
I•I
I•I � ll
I.I ll
I.I I.I
II II
II II
I
I
I
I
I
I I
II II
I• I•I
I I I
STEEL PLYCLIPS li i.l
I I•�
II I
I
II II
II I•I
I I
li
II �`I
I
II
I•I
I I
it
I�I
8d IRS
NAILS ii
I
II l
f
PLYWOOD
NAIL PATTERN
(R❑❑E)
I I I I I I I I I'll i Aill
I I _ ICI II
FL #
FL8838-Ri
Application Type
Revision
Code Version
2007
Application Status
Approved
Comments
Archived
j-
Product Manufacturer
Therma-Tru Corporation
Address/Phone/Email
118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
sjasperson@tttechnologies.us
Authorized Signature
Steve Jasper -son
sjasper-son@tttechnologies.us
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Exterior Doors
Subcategory
Swinging Exterior Door Assemblies
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Prrofessional Engineer
1V
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Wendell W. Haney
the Evaluation Report
Florida License
PE-54158
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2011
Validated By
L.F. Schmidt, P.E.
Validation Checklist -Hardcopy Received
Certificate of Independence
FL88'8 R1 i:'CII CERT OF INDEPENDENCE udf
Referenced Standard and Year (of Standard)
Standard
Year
Accepted Engineering Practice
2007
ASTM E1300
2002
ASTM E1300
2004
TAS 202
1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Method 1 Option D
Date Submitted
06/24/2008
Date Validated
07/12/2008
Date Pending FBC Approval
07/18/2008
Date Approved
09/15/2008
1HERMAIM � t9t Y' MAY PA'RA.. MAWr.•t91ir
6 r I i
- -----
THERMA TRU DOORS El ED DID
, z j •. r.t r.: a.7, . � r
'FIBER cr_ASS V / "SJ lbdT1•i STAR' s: I
�w
OUTSW/flWG 6-9 St'll ANO DOUBLE
WIS "UT SiDFL1TES.
INSULATED FiBEROLASS DOOR WITH Ill FRAMES � `4f
GEHE2A1s101ES ad a`t J I
Irl0l hnl7ean +3 alaal9d "a w edR Pplrre aaNl me 7SAi Hawn eaN A p I ede RBI
0tm,t:►.�teeaaw,lertsrn�kr`�ig�Y, Fie,werQdrr,art€�,.r>s!u•�wit3). � I
2. P°noxi tYY-P#In, It" bear rxd mot RYtl:Y3YJ TA Hnow ar d"%i AiE'TXY. !MaHP.MrarM a'a txS1. I "', . '
"rx,kod tr.X ba tmquri a.td cYoai'hi ar,nxso. I-- " r` ,
3 M,'r11Y1./1Qa r"TivHtr""-CrR a9oWW 10bkrs04.W.0 ots trirW MINIC" t:ow R•O! N.V_ A yi ti %Ami; L11:1 T *
tort' "W,R• Set" 621 Q1 Ve 2117TE1 %
117
J *Nn,-wd i+ xm Qt,4X* M Ill N V W$.RY,'2l M4W bom doM a0ecIll IM CFCi}41C' kwou ^' LY.�i,4nll .. Jy S .•, dE.:STM4x ..._.r ,y}
ir'lfAd.! NVPSai F _.
b Ea pHtar_4ukawR, arrtrr"ia_!ra.eksd ofxW,Bifat cc,w;in w2F,3or4arr `ae®.I ?.,(Mrs tAr WCrN �
t
3 a 'Y ao b cti+c! 6xu, Ihxa sY'�Jn..+r.'K>.M9 ral',". tx�s to V* si rr+c I f 3w4m, for 2xtwtX -•� \-' �.
r3
rrt€nxry cawX;nY"NwT. i . _ _
,; � ee 1t
b SaR.71I^t}}M7lW,t'ern, .rnia Mr„it6 ,iEt 0!rNt ae Pt;M�w e! - n ® i.i 1iA
radvFrg tary.' �r'reala`,p ;yea hi• `III
It.-:.rYYM1 PYfJI'NY�'tfl r9Ml`!7 M[`Ii:'?. �
7Ck,bvca,rtfgkkwtyraXh!4 •�[+alU cwtsvhp �1 s36rl+.aiui +a�4banY'td
*0
e GUfttA`gcaNf�r**CMu#tlalldOteR aloe?fXRMIIty-rlaSA:fl ANY' 09a'PMii' 2 �?_•..,•-•• « .• `. ! '-1-, r� * lu
;
5Y.7a <r IrrfaaadaaYl s, adntah€a07E 4rAcm d to lac.l!rarap+O,tcYatl 5Y'si orn'ttayr, a � _ � -
twvll :UG 1 ftl *a ill brt-'tort tie at" 0 coulo'I or7mra m to IN k; an t-W •i.5 ow"I. '•� I � � � gin
U4Will 0"Cantol
-„7 _
ta3a t,OnO �dS r'tW'r•TAfYI T Sra:;l. rt .-3d.'.- • .L +'t �. kT..r 4
• d
r 5.te1M a{Y'ct 1 1 aah11R_
to '
5 w, rXCrO,alM:
rtbrlorki rnm vrrsm, EN PfI'r� i'P/Iq(�M WIrA WNNi"1�A �•.++frA!`r7i:7a '
--- - uw- - v>t n i
�fatborxiemisArta's "MIMII +bS.4 -66.0 b47,4 -47.0 vrt. n- :if
q a -- -- --- Emil +".4 -55, +
ss.o f •#5,4
»A a a,•v'rM•q - ... _.. _ .. r t !se to r
wrtn isrtau(� +sa.o -ss.o •ss.n ss.a
1 YCr/cw,AtL[ir
_xtalna lr.. p�:J.
.I I�@Ei•R "
y r ru,
i
1
° t .� Vie'.
'$R^.'t� <;w4i.I .,._• .S MCX'. `-iaRl
DO W RA6u1
V�`t
G,��•`'� e f Y� � � of 6$�: -�� •• j ' 1^t'
I 5
7er'o'�r'-ae I
I't 5r ,w �N. !,z `, vix:ticu crass xn:, M h r
�.• i t ::.•nuI `it !'�;t51K c•,Y,€_ ' _ lift W .r a
&T3a I
�}
ram;
fix}
P
y
Hr
Im�sr�
a��s�l
3a 0e• ruI
.a
(t-) will ass agl
$S;
F
r
ssr ...
5r
l •
v
I
I
IrC
L{7CK
�.2W
LA" Mir
IA31 r-
--
a
r tatIPPE S'tS£
,gH 111111 ;riC
tATlrIm CRd_LS iflCTm
!r 1 �.
i ( R CWSSCJ ! C�KN7 VA4€'L
/
oG
I
an V D'
x.n,r., Mir
tn:
n, may i i.
OW _._via
rjz 52 i 2` MN All
CaQ) ra,Aa=4 •Stir A4r , f2' M'Tr f1
SiE85ffi // _. ,�q EST ft(LR � aU$S 1W.
�at roMi liMPERMIlk
AIR SPACE -. - APR :PACE I R ° Al
A
1
J L1Cr U4'£R'CF.o€ 7EAPP'CGa"IG iE`RICR NVTE.r EPT TfNP,ERCri
4aAce F LLAS ASS 3FACSF GS o, Y
4�W NO'F 1 a�SFF WTF 7 SFF W I yi -'
&U A ) 'IA-S wr 5' !r(54Pl.iTEQ �Iwss w✓ �3
brma 13TS JTr_ {,L' ZN2 "
(1y
•LrFt _ .... {y
T'r1RAK SrtTEQD
(� �) , MORI 1
I
I air ADEU ri RA.#f_ �. -
_- era - 2r13-
,,� 1 - I:Ir y�
I -• NtT
d �J
r;TE 7 ,AC R.I TIC I fl xF mmw 7
fY 1_
r 9
-1 ,r� i. �4 I5VI1 a1 ff 4hFj0?05SECn"Jq' r
�IDIY iTF
romm
So,2€.drr2 lar #.w,J1 {APC •rm^ae screws}
+- I.D31 •-. -• 1337" .- ;a as lama", :scan that tap 07m an edPe• i5•. -_.. - pr - _ 3
fill 215', 1917'J', 45.3m- & W.375'. V.. ryrt _ te. taRr1 l
6 Li7I. qF Ill At I177w RA! �'1 9dF4?F_6E SiD[ � fir aaR.,a ba,, tm one Donor+! of 2.721' h
i2 ,IN(.E9 Mill POW) lYa J,SR FIW db,• FlIfOrt : mml) OnkmrrtAgA it aaeX rm.w• rL-tij8 I
Al ? 17 TR7N 2 trraxx,
-s: •AAS!%rYP17GE N/d6FRrMC,,r - I qT)M I` M •A/l4�PRT'aIC>aT FAU(kIRYrECfd ++- t
` � eTIN AlIal M/St3tiKY�t�G'ii • [f � 'o � _
__ r7 I
iS
A Ll • • SEX ROTE I ! Si�fCOFI
wa4l�AYCY�SupE�Or�Wsttaroy �� y
v OOe� tMr 'An ?R Lha araham.• 1
ExTEil Ihi1LR10R
a T YA5C*1 F, Ell •AA4El Y 137.E
Ir"T"7
i F 4� rfrrr>cn rn�ss sLcnore i
' a - - • ' _ -L'� � N. •J{ Lvfa.brg cart° tlpn
a
+ ' . . .. ejT '. ,l• a _.�.. .. _. , Rre Mid, ItM11( �
a ..
4 -
¢K�f
1 FCI 'T}YJ,7 Y•Ottr udUt!O!.On
21P7rMckv 20r7ria7R1 r Nam. ragaketlenh °
w KaTr�IaPYFaGF .--. NnIOPIR"f�G€ __ a-IIz•KbR I,rrfalola +� 06 i �
;itpJ f>•1° R.AScralsl ,_... tteyptrrfaC€ t. M. a4eft W o4et:t sat Inb rte )wrb wO r72 XtIS. a
(T€+I r v I u m /-0J a .%B a 2' pfh -4 ea,w. It- -IMP p: a
7 Y€RTIGAI. '"MyS,' s€rrIGT! ""-� �!I a[ aaofi orrice iawm, paw, IXr to11 Ill *1
y [/ Z T47 hc& CNUSy Stu" t 3 S% 3I `• dR 9' At EE". rh- - (I) d the O1 �51FI
SAXI-I r PAl loads at -' Fram *e mAulde mmme of +tRe r ,
r _ rdar rotlan haw.- rasa nn JP) 0 rh. Ai a• Fro, !b# t-dl�3d.1 N
.rvrtrVa Inter" t:W"M Y
rLUITAI CROt'S SCC .
I WNW a�E- O ASTRA:.AL
aRI,
I(r MAx.
'-Rea, APACE
r� r
IF
t--- c S
` § V11
a�cAL MiS SCcTV4
A O SiF1FLlf€911,'M
3 F• oWDWAL CAA s SM, Ell
r C LATCH .sAeIB 10 SIM trr
x
mm
,. tM akfaEua as ttrsel sat Mn rlbr ,1m.aa rrtr ;11) ,TtNr's �rE3
r
" a31 I) a! coos Na!bd jet". *W 1" rya Nap dh
Ii5`. JI', a8.5" a G4'.
I�
�S
f
`
y
1� i
TMtn ea. i2; of tM r,aaow at I' Irtsm the otM;ae
it
cionara b, trd rtrw,,a rhar. 0.0 jij a? Rob sA'- 4- F,p
th. r,.,bio"
0
_aaialilti,
b f MUGE .WPP 19 iV'aCI.RE
,ft• taAA.
1:TR foACF
•'y
jq
�i
_g
1
I IM'aRr
❑.te.Ir PT
tKl IOW c v,,
Ti• t0l.,All
✓EI
6
1. '1`..1a.A. It *1! rl I.f. ION 2a.a6 wth (,I,°
"m /e3 a fS x 2` pfA. Yaa og are*_ Tens era
tal�4i i
+a of a.mA vtrl jot-l;. P.an. (he "jo doe" at
14,1`4 11
3r`, 4&5• R 86Rt -. .ra G . M u! th.
"Will at +' from !lf o"'AR srrdra ar t!at
x
trnrne. less era (2) .1 0. ,ma, i" 1- the
a°rdd.
nee, 3
77
,
i' MUWCN
I
Itf
dPfWF!^
I Tr
t �EREWE
1«Taj
RC(eREt�E �I
;
Lti+iNinr
i
i
il'P. BEAD
k 1rMC3
-LA,�€;µ.
til
v
8x Ix,;:a,
PY A41M
SEE %01,T
r !1
I+
fl
I
SEC N.,,Tr t
9140AN r0C
rCE
RE-PrIl
r
2x N �Ck
S140" • 6k r F
•} �t
P
E
II
fl
v�
i
1 I
I t
T
r=;
�M
II
I F!A"tice Catc+ebsomws ont '1oF+.taA•U•ru'rs9w.E'aomtiMtXn1°
U W9t•
I
�'
r.YBo+a!w,!g ro nar,eny ecgam. a :- If! na•Wswnn wrlh.attYNltand A
"ti
"'
7
1
F
N444S.7 MY
Cr-EH!Na
I� II skaiW roR
11 Nrrr HfNr.I
' 1 I
II
II
r
-
••*,.+w°'ra6�:cab�cx,ard cr7...,s4 ruraw. fac.Ir�R �oF
Ml7+•d'txICT1b X'Iiw3 F,rn.adYkrmttspaan r'Ylr ttt„ro cfYlaaro
aa}7a n3Coraa md'r.,n �frtArkn4W.ar<TraF.r.artla ;.OtrCrbtle',C!O�I
tJl
TIP. READ'.
,
I
,
Faeorore al lM eorrsa o/ nY,Nat+ICKCI�t1/. G'Ma7 aattalpd br:,A.n/
sEE %il ,
�
! Alktts
I
n,ar eaoaJ4wlanw ft-WI100 Mo gv*twn oduo dbA,r.ce b nvla
fit
t
SEE lR"+TE 1
I
h4^n.MC'wK�aaaxmwPacat`QsrnMd,35abk7r. t7M CENifiF"rrsw fla
2x E {t
I
eX �ittad tt RfliAK§{t NW Mk f.Atrj�s A.kwre to wvzzh pah
])( RION
1
90%ftrta CVI• 111!e 11711YR R?W W MQVMd It, W411III TV A IWIX,t
or r.mw r*14k1;, 1M1nr tl_'..NMf:N
r NRrl.11QaP l
1
t 5Hr3NN t OR 1
I REGE' EWT
}I
I
9i
.:�
e • `.
ill i
..
wpm I
Blear /sE1✓3RNG
IN
BWK. �I ,
R -FBTE t
71 ta'+i�r�iwt�irKa � f F
+} �� wca 11 s
/, M 1 r I l WllMtgll I f
SEE arm M#TAUA„0i1, 8
I� •, 9,EE crCT1PL xPlanP ! i I S+ i� � i 1.
SEE 9EE bfTAi(, s€E IIFLA in f Of'•fd
DEtAa. "4' i •b• } , f Ef.K 17EYX4 an "Ill I r�
rs) ~
r./Zx oust �z
H15'+/UA'3Cp1 t t
MEW Wall
a+c'ia( �s*Ktrna�iv � r r I i
1. 1 A4A JI CorXM 0e acsvwa anrAaft Ae la Wdfo, I rRpate aes*%M 2 r/7 %T 60TL t
araatlaraa oaa•aaclaradN►-t- a I-tn' mtrmum drllaawtlsra aM1tl o RWYtur! i Jlff '*"ovabaR Y[�rCaYM'spp1. 7VtRMvEafr o(00i+at CKlllVaf/KIRM'fMm 8 17
odA MR0041wWMM�Weesvta WdAWoa/avaasa,ardUldnre
req ietrexetr, cnnaea larva wcnrbnt a u'r6p atmuYva gc turn c»anr WA11.. W ': 7A, ',-
rx w®o+ki otb x mIDtba Rai aAsa a nnraoh tho mt++ .nI r q+d)bnce+ It, i
�JevYa. ACJt1rAM KAFn• L5[ MiotY riled®'I4A2. QN ^mtAP d9 58 I
Ol#ltiMdto raal,t�rwta nNTbraan �dlpa Wafty to Matra yai'!n, n"ono R w/ Y alrCY >
raM fl�sut Ak,y [w IwtrrA'Atl beraue .he m�Rrm m rnnf.. Mnarr}fsn i r,P• AT rhE rrAr5lig(,D IWiUuIAT 1DN Wf 2% SUCK , ` !
el a W/IY RKM I,ISTALLAI n I
2 9ft1"llM tYfKtltlMN.raran nvrtrm.,pa+tsr.re a.ttVa•darnY+i•Nwa?Sa• RJ3TA1,1AtlrJil Ni WfT% 011C1[ 4 i
craaauca arrrxwY aa�R n1-Ifa'rnNtrtutnalltaedtaeM xennvrw,m+Rl/r SEE I'l 2 ' NSrtl (AigN En.
SEE r+CTE 2P of
ATrA ,r'r A tHll &A I `6�OEIAA
efu daac
i 3 T- -
_ ar i T _1 SIAIAARW
T a
i 3L[ L'L7aL � r-p. 4E•D j. � � A ti,r
.r,las by _ `
1 PIST.LIa01
sa .a-t t g
a JANINE
I - SEE X7A L - i. ea N;TE t _ !, ►' a
j\
it suaETw �, ` - r - -
r pp !kirYt •1 t '� SEE' matt ! i WE (#ETRa n' ND'>& t - .•SEE iJf:AI L� a. `l
RJ y 71 €E as *C I , t _ Soft • 1
t I _
_ I
.rN •1•-9• +iR(G([_Q120R_7!!'�P11TC5 yypp 'A.-X.
f3 �1 I
r. lfr tP7r1'.Jtit7s/E tsaW't at9r+W tindfav airgrba o n=tT,MY.rr ? +r7 � - _V a ro '•
cl.plprtCe bnaisXrE agpr.ai//a'I•Ya!taaa prnWbMMca,da RlParX.r[tT / '
t:+saattea gt14ocan r Ca+l9Ats h7,bea 3rAelYritla.rtrf ata.pl wM,eM Y.,fM hp.
a ttNgtaro a,rYAar rergr rrrne dRuan, � tAllk,..c®atdra"tlers�ter!crl L+ET_�l h [�"'!:-�-
realw0". wft caws M ¢ae- F Wimi a a 0: =o••. s, of n.,lan JoCof raar.d ar E
extrlmz a aeaYpa+e,rb �dnlap b eVIA•W dow dsw ca to (aGr+il _'l�' •e� !
ma'ttrMIM WCOrKYWO Y"W011Dra rnalada17AAI. CW €r(k%rr..ef be rrl"M al Mt/Zx (1Ur:K TJ a
&VMaa brfoisla�, frc rasY,.,rn qt!?s df*MV romatawlLoaltl A7 Itf PI'V IJ AWAi-All i t
c`aawaha ial m'fvv no (O&A, d m eea+e me RYOXDTY,rR tN tantw• d++e,.+,Ps+ tsrce x%% f71 BrCsl, a �.; y `• i
ie'RM't IfC5TaUJ1TlCYN '," ....-.� k 1
SEE Mt7't F i
I. 3fr6'tM tY>rxlaXe foleWt arc"ftrrwa or�9ro•.r �ay.A. o .rrwra.n 2 sfa'
ra.�,tur.ba..amry atlB'M,D!•ttt'n'itinumarrOoah+d!raMfensitarn?fK-"'-'---- � / am: (xr 09 ;
t$rrtlPaY,e b odor" [enreMa WW" t/a.te c ther'w,s raberbv c t,w reww I/ tmlt R.P.S.
slvwr APTRt FAA4[l7
LOA- 3
Fl-itA1. r �
I. TK AST I` . &W FWS A J" THROW A7 rK Til
AIrC `14 NOTTPIM.
I
1.41P
�a A3rRRgAd, dfrAN.
!_ .W i
w�!
N
-
71dR R
k
I_T}}
,E tw Platrrf aulsew.a asap P7YY
.oaa• rotas 7ro. a!E N_TE a
1 ` i 4j
FL # FL2769-R6
Application Type Revision
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Dean Ruark
druark@pgtindustries.com
Technical Representative Lucas A. Turner
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 480-1600
Iturner@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 2005
101/I.S.2/A440
ANSI/AAMA/NWWDA 1997
101/I.S.2
ASTM E1886 2002
ASTM E1996 2002
Equivalence of Product Standards
Certified By
a21rVAL.
AT COWN
..AM Ir O-C
ti , �, , , .• srelKt
SAT
Ar
. *.,..,'
c :b
ftyPOWRCKWCx
TY'PI ,. IE.L kORAGE DETAILS
MEW S @OEFT t
GCWR4 MO
ij,1HP MOMON MOM
1 to DONGN&D TO takifty MTh
rO6hT
ON Ikow Twe OCOR W 1M
LFMa rU" AMCA00 "OU-1
"-F+
jMSFOIShm TM.
rTL46454M. 453-"*.
4
1) ASU AM
U TWA 1 1 cr nwA.. My Wma ems
i! UWW 0 GW^1rV
ame r ,rya cv4wl •4OD
TX14 . # 04 SWAM a ie %409
dIM tTrAGliA W 1 Qr
A ow OAAIC" ifiAi U N M' !K
OR
tT MWO&JO tIgitT>pr" Foam
TO GUMMM
E" l rvm# Oftffruwo� l!
le
D _VOW o" Ovrovm me Wr
' t n4K"p ,64 PIN r,o:»
61 b4ft LOCAI M "WE
OLMWrWTP-- kAWJG 040M CA M* 00
I;bW^
Coil MW:MAMT AS AMDfI!IMM
Rftkt _
AkF& PaDTGCr&DMW
A"W.FA Ldm
0'1PO" ALAOTRATS AND FLAW6 OR
F114
I ir1�1 t.1�T�t�i ne MW r•1•
AM I-CWW ' LIMA 1o'R
a) v$4 OW3UAK ~ Affr
1. TT r'r CIO UND
PIC"7MuAMp*.
OW
■
1
■ i
■■a r
l C M
A
2 %W OUA,
AIT 0040M
M3 CLCL.
- 4 k•"..
1
i�rfilr�� 1.. 1f !1lC��If
It 7.lffff�76�`L 1Y W.-
1
OOa,F WAXSEAW
.
ANC " seU=1*LM
WPM "L
APk4$"8 d11&*WM NiX
TYPI
..h L E
DETAILS
u-a I---
1�� MIA�7C'9''MR.
iVAX.
n� ;-F ■ ■a � ■ r 1
jr,gIfi-2
LLB A TUP400• P IF PC on= f TW8 t TK"1QL=F OWN, Ni3llTii•113:MIfe. FL *di UND-1W
ft !r
SAOISIP PLATEN
19 GA. GALV.
BTt:L NALL
m 9num
TOP BRACKET.
SSAIrIS ROLLS!
19 GA. GALVANIZED
12 QA.
VINYL TOP SEAL:
❑ YES (OP'T10N)
---------71 Fes --------?HE--------
LJ
11
El No
II'' II
II
II fI �11 „
------ - I
„ II
1 - -____
SIEAN=I POLY-
_ -
-
sTYI1dE BISIILATM
'
Its". U-.1e
----=----a F--===----
-_- ____
Own
CRA
RDL LER NiIOF
14GA.LOL
OPnOMALJOSRSSAL:
--------ylc-------_
- -
---
- -
❑ YES
❑ NO
SO
SIGN N&TESALJ
27 GA. PM-PAIi W MMOR
ce3nae NNSB:
/4 OA.
❑ RAISED PANELFin
III I 111
❑ FLUSH PANEL
------- ---
30 GA. PRE-PA1NTW WHITE NTEaOR
•
------- --_-
j I- ---_'I 11 I j I'-----=�. I t j�'
LOCK.
❑ INBIDF elm
DE
Ste' I
11 11
. ..;� ___. __�
❑HEYEDCiiL9iDERLACTIC
❑ NONE
c --71 F---_-_-----
j
O
RMl011QN STRUTS:
II II1111 I11111
I I I l i i l l I I I I I I
CGLGIR:
'1==-- 11 �- 111
SEETABLEM
___� ___ _�
---------*t
11
r
WWrE
El NOSE
❑ BROWN
❑ 21w ermiT
Wn M
AL
ElMOND
❑ r vrFw
12 MNMIN
GA.
F- ---�i
PANEL
I ❑ &murom
DOOR
YRDTH
❑ HUNTER OEEEN
ABICRAPT CABS @
1r x 19 ur WIOOMI urn
❑GRAY
7.1 SAFETY FACTOR
o
Barron AerRASltt:
SEE TABLE 113
,\
\ \
l
GLAZ N oPTIOIIe
��
[] 8OLJO- No GLAZING
❑ 3 yr pTANOAw
r pvnomw
EXTE FR M T AWN
INTERIOR RETAINER. MADE OF
❑❑ 1A'
❑ 1AF K E7aSA55
1 W
CE IXAR PVC EXT%EIOIB
cuor
MooELNk
CITY:
#OFel'CrwNSHW
SECTIONS TO GLAZE,
SHEET 'M-9'
Clopay
JIM
DOOR WlDiit
(SEETABLENM)
DAM
BUILDING PRODUCTS
ART
0OF PANES WIDE
PANELS TO GLAZE
w«
COMPANY
OONT
DOOR HEIGHT:
(SEE TABLES
M##[ d
A MINIMUM OF 2XG PINE GRADE LUMBER
AROUND DOOR ❑PENING ATTACHED WITH (4)
112" X G" LAG BOLTS SPACED EQUALLY
EACH SIDE AND 241' ❑,C, ACROSS TOP,
DOOR WIDT
PENING WIDT
T
C
LIFTING CABLES, PRE -FORMED GALVANIZED
AIRCRAFT -TYPE CABLE SAFETY FACTOR 511
MIN,
C�
L7
H
LIJ
�I
Z
H
Z
W
GARAGE DOOR DETAIL
(SIM)
SCALE 2X
JAMB PREPARATION:
NOTE: ALL FRAMING MS91lEi8 AND
SPRINGING PADS PROMDED
aY OMIE S
JAM AND HEADERS OF r x e
LUMBER ALL BOLTS FEARS M LW
THE nl L
Soeloon a cB POST ISIOL�arR
r TRACK
WOOD JAMS
wM JAIBIS
aV01MP _WOOD
SIDE
ROOM
CENTER
COLUMN
SIDE CENTER
ROOM COLUMN
SIDE
ROOM
CENTER
COLUMN
33W
71/l
43W 9Ur
51JP
10wr
r TRACK
WORD .YNOS
aTE1L JAl
OVliRLJLPPNo WOOD
SIDE
ROOM
CENTER
COLLIIN
SIDE
ROOM
CErtEi
COLIIIN
SIDE
ROOM
CENTER
COLUMN
41)r
91W
S 1?
11•
S 3W
11 1R"
JACKSNAPT
CHAIN NOW
��
SIDE
Roots
CENTER
coLLI19N
SIDE
Roots
CENTER
coLLILIFI
37
3e'
111?
17
IRSI❑N SPRING
]UNTERBALANCE
,BLE DRUM
fSPRINGING PADS - SM PAM
711THMT7'
211r M9N. WIDTH FOR
THESE STEEL MEMBERS
pp
a
I
pOLLIIN -� am ROOM
❑-------------------------------------------
I v
nOUNrm TYPES
ReVERSE ANGLE ° • Q °
R!V■RM AMOK cc:,) c I '
Wmnm SEAL: d 4 I I STOP nOLIaSSI: I I STOP mouux NO:
' ❑ YE8 c�
❑ YES A)
ULX ❑ NO I ❑ YES
❑ NO I I ❑ BY OTHERS I I ❑ NO TYP>=
❑ BY OTHE S I I TYPE: I I ❑ BY Ol}S3B
_ ❑ CONTTNUCUSAN LE I _ ❑ CONTiNLIOUBANGLE
carloWNl
Dill ❑ BRAN MOUNT , , ❑ BRACIQ:T MOUNT
CLISr JAMBMATERiAL• TRACK SHEET 'J-1'
Mclapay MOUNTimeTYPe DATE:
OPENNG 8D'J= _ _ W x � H SIDE ROONk BID Nk
BUILDING PRODUCTS
COMPANY CONT. DOOR SIRE ' W x • H CENTER COLLA IN: WEATHER SEAL' P� _ d
TABLE *1
SECTION CHART
DOOR HESNT
OFSEG�n
GV-77
4
71 _ 8T
a
Wr_VW
e
1019r-Im
7
IIV-147
a
14'3' - ia9'
9
low
10
NOIM DOOR FEWI S AVAILABLE
IN r INCREIENTS Q=
AVAILABLE IN 77 HEILi T)
olopay
BUILDING PRODUCTS
COMPANY
TABLE i2
PANEL CHART
DOORWDTH
OF PANELS
a7-77
3
a7-tr17
4
low -1T17
a
127-13117
e
147-1e'17
7
1aO'-ter
e
TABLE M
REINFORCEMENT CHART
DOOR VADTH
DOOR NB1SIiT
LIP TO
14T
144r.
1e!"
1e4•-
1er
UP10107
NODE
3 sit. 2-V4
31m r
10"3.1a 14TI•
mom
4 xa 241C
4 e&3•
14"e b 1a7
1 NONE
WA
WA
TABLE 93
L/TE AVAILABILITY CHART
DOOR WDTH
IIAiv11B1 LJrSI
P®trC'flON
STY-e17
4
10'0• -11"17
e
14V -1017
7
107-I"
a
FL #
FL5675-R3
Application Type
Revision
Code Version
2007
Application Status
Approved
Comments
Archived
F
Product Manufacturer
Clopay Building Products Company
Address/Phone/Email
8585 Duke Blvd.
Mason, OH 45040
(513)770-6062
mwesterfield@clopay.com
Authorized Signature
Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Exterior Doors
Subcategory
Sectional Exterior Door Assemblies
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who
Scott Hamilton
developed the Evaluation Report
Florida License
PE-63286
Quality Assurance Entity
Intertek Testing Services NA Inc.- ETL/Warnock Hersey
Quality Assurance Contract Expiration Date
05/21/2028
Validated By
Gary Pfuehler
Wo
Validation Checklist - Hardcopy Received
Certificate of Independence
FL56'�, R3 C01 I,'eitification of Independence of Validation Entity-
e
(Tan- PfueWer vdf
FLAG-y R3 t�OI Statement on Lidepe-udeuce of Evaluation Entitv-
ScottHamilton pcif
Referenced Standard and Year (of Standard)
Standard Year
ANSI/DASMA 108 2002
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Method 1 Option D
Date Submitted
12/11/2009
Date Validated
12/16/2009
Date Pending FBC Approval
01/12/2010
Date Approved
02/02/2010
! 1 J
•f F� 1 �'1
by #.
it,i�t1��III�III�IIi .
I W EM
rw� __1 I I 11mill-N,
,[I III
I rF =07-11 i Fi==_ 11111 F=mw i F =,=—i I
1 - k
t
A 'h14 . t n
1 � na •.
.�Ifftl, , I
LAG pwm
r S" RM TIiKY
l7L.RTlJlD T'D 711KII, EVIMM.
CNN M1i4JCT Xfftit G4w WN aw
ear a IeA
TW As
SECT
M onw kwa. s.11PI m
vac
GP ago
- TMm -
C12 1 L min NDITW SwIlaw.
NMe.I'. nm
a "
sawn
s9 AL a" �ru RSown �MO
RAT 10111W TEE BIND
9%W"J=1^MW UMD 110M OF TW% DOM
ammz rum
fie JrLiNS1A @I P1 'Dlwl■�
64 ` MVI� Iowa all M'
COMM*amlimm �
BOiaBt M Silts eB31G M 1' is7L
a IL�"S'ia fa ON urn
� i "�4 WE rePfS1M
el 90 &t w1K qM Emb mW �--.•ram--s_�"-- -��
- ' 7It CiA i�1. 111�L3t STm 00M W=
t•,. F11Tiiil$ l of
Gtrt�i•I �r4, var
I�ILWOW
TD Qom' 'ii1t.E
I SUM IfiTAL
31 4"W42 aF NOEW
IQ." m4a"10 "Mom 1;
I> E SLY-01.
mmo pmr MASN. (M Om
Building Praduc+s g!v g -�,.
ii i - W'9 i"_-jA
irm 0% W& 'Sim- TV R#1a
wvmrr.f� kffK
KID MISS
MISS`
s OIL, sew. IRK W Sam
om a-M Imo; :~*M-lam
RUM AN5 it atIL.S
rw&yM. inm
wa!lll.F TMrt1110� LAE90�1T7�
1ALMNLNERIWASM
i ��y���1
�F..
r FOW FAME KF14 T.T.
r e&qW L!1
to some LEE tin JCRM
HM Slam
hi LffQ
t• P.E ?ate. fim !1
0``V Blow
I� �#� �q1 I irC
nor.ra3