HomeMy WebLinkAbout5520 20th St (2)ENGINEER'S NOTES:
STATEWIDE PRODUCT APPROVAL SUBMITTAL
PRODUCT M❑DEL# OR NAME MANUFACTURER APPROVAL NUMBER
EXTERI❑R DOORS
STATEWIDE PRODUCT APPROVAL SUBMITTAL
PRODUCT M❑DEL# OR NAME MANUFACTURER APPROVAL NUMBER
R❑❑FING
1,
2.
3,
4,
5,
G.
WIND DESIGN SPEED = 120 MPH (3 sec gust)
WIND IMP❑RTANCE FACTOR = 1,0
WIND EXPOSURE CATEG❑RY= "B"
INTERNAL PRESSURE C❑EFFICIENT = +/-0,18 (ENCLOSED
C&C DESIGN PRESSURES ARE PER TABLE 1609.6B ❑F FBCB
LIVE LOADS: ROOF
TOP CHORD
BOTTOM CHORD
RESIDENTIAL FLOOR) UNLESS ❑THERWISE INDICATED
BALC❑NIES
STAIRS
BLDG)
114
20 PSF
10 PSF (NON -CONCURRENT)
40 PSF
40 PSF
40 PSF
WINDOWS
STRUCTURAL COMPONENTS
PANEL WALLS
DEAD LOADS: R❑❑E (SHINGLE
FLOOR
CODES:
FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2004 EDITION (INCLUDING 2006 SUPPLEMENT)
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301)
BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-02)
NATI❑NAL DESIGN SPECIFICATIONS FOR WOOD C❑NSTRUCTION, 2001 EDITION
APA PLYWOOD DESIGN SPECIFICATION
17 PSF (7PSE T/C & 10 PSF B/C)
15 PSF
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE,
TECHINCAL CODES SHALL APPLY:
FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2004 EDITION (INCLUDING 2006 SUPPLEMENT)
PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND
2005 NATIONAL ELECTRICAL CODES (NFPA 70).
ORDINACE 92-19 - APPENDIX 'J' TO FBC PLUMBING 2004 CODE.
1. TANK TYPE WATER CLOSET VOLUME - 1.6 GALLONS
2, WALL MOUNT WATER CLOSET VOLUME - 3.5 GALLONS.
3, WATER - FLOW RATE
PUBLIC FACILITIES 0.5 G.P.M.
PRIVATE FACILITIES 2.2 G.P,M.
SHOWER HEADS 2.5 G.P.M.
4, ALL PLUMBING WATER LINES TO BE PVPC.
VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO J❑BSITE CONDITIONS.
THE F❑LL❑WING SHALL COMPLY WITH THE 2004 FBC, RESIDENTIAL:
1, PORCHES AND BALC❑NIES SECTION 1406.3 & 1012.4
2. HANDRAILS - SECTI-ON R311.5.6
3. GUARDRAILS - SECTION R312
4, STAIRS - SECTION R311,5
5. CHIMNEY & FIREPLACE - SECTION R1002 R1004 (MFGR)
SECTION R1001 & R1003 (MAS)
6, EGRESS WIND❑WS - SECTION R310.1
GENERAL NOTES:
WINDOW AND DOOR MANUFACTURERS TO PR❑VIDE 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 ACC❑RDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
MAUFACTURERS 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 ACC❑RDING 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, SHORING 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)
SITE WORK:
FOUNDATION DESIGN IS BASED ON ALL ALLOWABLE SOIL PRESSURE OF 2000 PSF. SHOULD FIELD C❑NDITI❑NS
INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTOR.
THE SUBGRADE UNDER THE NEW CONCRETE F❑UNDATI❑NS SHALL BE COMPACTED TO 95% OPTIMUM DENSITY.
AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR)
SOIL 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 LOOSE OR WET MATERIALS.
WHERE NEAT EXCAVATION IS NOT POSSIBLE, F❑❑TINGS EXCAVATED SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED.
ALL FOOTINGS 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 SOIL TREATMENT FOR TERMITES.
SET BACKS PER 106,3.1
FOUNDATION INSPECTIONS
A F❑UNDATI❑N 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 FOLL❑WING MINIMUM C❑MPRESSIVE STRENGTHS AT 28 DAYS:
FOOTINGS SLAB ON GRADE, SLAB FILL ..... 3000 PSI
MASONARY WALL TIE BEAMS, TIE COLUMNS ..... 3000 PSI
2. CONCRETE SHALL BE READYMIX PER ASTM C941
PORTLAND CEMENT - ASTM C150
AGGREGATES - ASTM C33 (3/4' MAX)
NO CALCIUM CHLORIDE
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 FIBERMESHI MAY FABRIC
SUBS ASTM
TUTED BFOR WWF WHERE SPECIFICALLY STATED ON PLANS
6. M❑ISTURE 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 BALLS 1 1/2'
SLABS 3/4' (INTERIOR) 1 1/2' (EXTERIOR)
9, PROVIDE CORNER BARS AT ALL WALL FO❑TING CORNERS TO MATCH HORIZONTAL BARS.
(25' MINIMUM LAP)
10. ALL BUILDING SLAB ON GRADE SHALL BE NOMINAL 4" THICK, FIBER -MESH CONC OR REINF❑RCED
WITH 6X6-W1.4 W.W.F. AS SPECIFIED PER PLAN ON 6 MIL VAPOR BARRIER.
11.ANCH❑R BOLTS FOR WOOD PLATED TO CONCRETE OR MASONRY:
'J' BOLTS -USE 5/8'X8' 'J' DOLT WITH 6' ENBEDMENT AND 2' PROJECTION WHEN INSTALLED
PRIOR TO PLACING CONCRETE.
EXPANSION ANCHORS -USE 5/8'X3 1/2" IMBED AT LOCATIONS 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
IN LIEU12, F❑❑TING SSIZES SHOWN❑ A E'BTYPICAL ❑N❑LYT F❑R STATED S❑IL BEARING PRESSURE AND CONSISTED COMPACTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN REQUIREMENTS
OF SPECIFIC S❑IL C❑NDITI❑NS,
13,PR❑VIDE 1/2' EXPANSION J❑INT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING
CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREA'S,
MASONRY WALLS:
L HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I, GRADE N.
MINIMUM NET C❑MPRESSIVE 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
A
4. BARS SHALL HAVE MINIMUM CLEARANCE ❑F 1/2' FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL
NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1".
5, VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB ❑PENINGS OVER 4 FT, WIDE, UNDER ALL
GRIDER LOADS, AND NOT TO EXCEED 8'-0' ❑/C FOR STRAIGHT WALLS, ❑R AS SHOWN ON THE DRAWINGS.
6. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS
INT❑ FOOTING, AND TIE BEAMS,
7.REINF❑RCING BARS SHALL BE STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS OR 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 INT❑ A CORE IN VERTICAL AL❑GNMENT, EVEN THOUGH
IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT.
10. CLEAN❑UTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT
EXCEEDS 5'. PR❑VIDE 4"X4' OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT,
11, PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR J❑INTS. PR❑VIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING,
H❑RIZONATL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND
ADJACENT TO GROUTED CELLS,
12, PROVIDE 8'X8' PRECAST REINF❑RCED CONCRETE LINTELS OVER ALL MAS❑NARY ❑PENINGS 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 SPECIFICATI❑NS, 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
TO MAKE ANY CHANGES AFTER SUCH INFORMATI❑N HAS BEEN PROVIDED FOR REVIEW, CONTRACTOR, AS PROJECT CO❑RDINATOR, SHALL BE
RESP❑NSIBLE FOR INSURING INF❑RMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE,
CARPENTRY:
1, DIMENSI❑NED 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
PME MBER (UNFACT❑RED) STRESSES AS FOLLOWS:
Fc = 975 PSI
E = 1,600,000 PSI
17 MAXIMUM M❑ISTURE 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 ANDSBEAR THEAAMEER CAN WOODAPRESERVERS INSTITTUTEWITH
EQUALITY SALT
ARK TREATMENT IN ACCORDANCE WITH F.S. TT-W-571
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.@PAN L EDGES, AND
6-
D.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 FLOORING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR J❑ISTS. FLOOR NAIL
WITH lOd NAILS AT 3' D.C. AT PANEL EDGES, 6" D.C. IN THE FIELD. STAGGER NAILS AT 2" D.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' ❑,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.
1L ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STR❑NGTIE CO. OR EQUIVALENT, 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
J❑INTS IN DOUBLE PLATES AT LEAST 4'-0'. 2X4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO FOUNDATION
AT A MAXIMUM OF 4'-0' D.C.
13.L❑AD 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.W❑❑D LINTELS OVER ❑PENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES ❑THERWISE ON PLANS, WITH C❑NTINU❑US \' PLYWOOD
FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS.
15,RAFTER SCHEDULE FOR C❑NVENTI❑NAL FRAMED AREAS,
MAXIMUM MAXIMUM
MEMBER SIZE SPAT (SYP #2) 6 FT
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 C❑NTINI❑US NAILING OF SHEATHING OR BRACED @ 24' D.C. WITH MINIMUM 1X4,
NOTE 2: RAFTER SPACING NOT TO EXCEED 24' D.C.
NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERWISE NOTED ON PLANS,
NOTE 4: CONNECTOR SCHEDULE. SPAN (SYP #2)
A, SIMPSON MTS20 (❑R EQUAL) BETWEEN CAT BLOCKING AND ROOF TRUSSES.
B. SIMPSON H5 <OR EQUAL) BETWEEN RAFTER TAILS TO CAT BLOCKING.
C. SIMPSON H5 (❑R EQUAL) BETWEEN RAFTERS AND RIDGE BOARD,
D. SIMPS❑N CS20 AT ENDS OF RIDGE BARD, OR SIMPSON J❑INT 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' O.C.. ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'-0' AND NAILED 4' O.C. W/ 12d COMMON NAILS.
EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2' PLYWOOD OR 7/16' ❑,S,B, (2-M-W RATING) NAILED WITH 8d NAILS SPACED AT
3' D.C. ALONG ALL HORIZONTAL J❑INTS AND EDGES, 6" ❑.C, ALONG ALL VERTICAL J❑INTS 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 F❑UNDATI❑N 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' D.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 SIMPS❑N LTT20B TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY
WALL SEGMENT INTERSECTION (BUILDING CORNERS),
TRUSSES
1, THIS SECTION DEFINES PRE-ENGINNERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND FLOOR TRUSSES AS 'WOOD TRUSSES'.
2. TRUSS LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY, TRUSS MANUFACTURER AND/OR ENGINEER SHALL BE RESP❑NSIBLE FOR THE
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 LADS; 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. WOOD 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 P❑INTS 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 LO*ION.
ILUMBER
OCE OACONN CNREQURDOCONIA N0 YIONDES AND
CONTENT.
LATERAL BRACING.
J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
K, WEB REINFORCEMENT 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 ❑THERWISE.
8, FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS.
9. WOOD TRUSSES SHALL BE DESIGNED S❑ THAT MINIMAL HORIZONTAL REACTIONS ARE IMP❑SED ON THE SUPPORTING STRUCTURE UNDER
VERTICAL LOADS. NO SLIP CONNECTIONS ARE ALLOWED UNLESS ❑THERWISE NOTED. CONTACT CONTRACTOR AS REQUIRED.
10. WOOD TRUSSES MUST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VEL❑CITY 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' O.C, UNLESS NOTED ❑THERWISE.
BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER END. OVERLAP CONTINU❑US 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' ❑,C, UNLESS NOTED ❑THERWISE, 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 DIAG❑NAL WEB BRACING TO ❑PP❑SITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS. SLOPE CROSS BRACING IN ❑PP❑SITE
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.
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 SIMPS❑N STR❑NG-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,WOOD TRUSSES THAT BB D❑ NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED, DO NOT PULL WOOD TRUSSES DOWN TO INTERIOR BEARINGS,
23,CUBMITTEDSTO CONTRACTOR/ENG NEER FOR REVIEWBPR Oil O WOOD TRUSS FABRICAT STRUCTURAL ENGINEER IN THE STATE OF FLORIDA AND SHALL BE
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 DETTILS AND UPLIFT ANCHORS.
C. SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN.
D. MAINTAIN COPY OF SUBMITTAL ON J❑BSITE.
SHUTTERS/SKYLIGHTS
R❑❑SING (FIBERGLASS SHINGLES)
I. 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 COMPLY
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
12 GAUGEIB0,1R05INCH)HSHANK W TH A MINIMUM 3/8EIDf�CHTDIAMETERSHEAD OFUAILENGTH TO PENETRATE THROUGH
THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INT❑ THE ROOF SHEATHING, THE C❑RR❑SION RESISTANCE OF NAILS
NAILS AND SCREWS SHALL MEET ASTM A641, CLASS I OR EQUAL, THE C❑RR❑SI❑N 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, includin sgil applied p sticides, baitingr systems, and
pesticides applied ,to wood, or other ap roved methods of termite prot�ctian labeledar use as p even ative treatment
to new constructipn Csee C�ection , 202, �h9 tered Termiticide), Upqn completion of the ahpplication of the termite rotective
tre trent, a ertificate o com l: ce sha be issued to he buildin department by t licensed pest ontrol company
con�o�ins trhe �ollowing statemenhe buil�ing has received a comple�e treatment for t�e preventlion of ubterranean
termi es, I reatment is in accordance with rules and laws established by the Florida Department of Agriculsture and
mer Services,'
p32Bu1.1
If soil treatment used for subterranean termite prevention, the initial chemical soil treatment inside the foundation
pperimeter shall be done after all excavation, backfilling and compaction is complete.
R320.1,2
If soil treatment is u ed ,for subterranean termite revention, soil are listu rbed after initial chemical soil treatment shall
be retreated with a c�emical soil treatment, includin spaces boxed or or 6,
R320.1.3
If soil treatment is ,used for $L+bterranean termite prevention, space in concrete floors boxed out or formed for the
subsequent in tal! ton of plumbs traps, c a: s or, pny other ur ose shall, bbe seated bb usin plast:q or metal
ermanently pisacec�orms of sufcient dep �h o eliminate any �an�ied soil distur�aance of tyer init9al chemical soil treatment,
P320,1,4
If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum
6 mil vapor retarder to r tect a ainst r in all dilution. If rain all o urs befor va or retar er lacement, ret eatment
�s re�uirded, An work, mcPucn�lac.ment o reinforcing steel, done oiler ghem�ca� tratm,�nt until t�e concrete floor
is ppo re shah be done in s manner as to avoid penetrating or isturbing reate so:.
R 320.1.5
If soil tr atment is used for s bterranean termite prevention,, concrete overpour or mortar accumulated (Aging the
io ch�eoL cd,( ion perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical, penetration
Wg
R 320.1.6
If soil treatment is used for ,�ubtgrran a ermite reventign, chemical soil tr atm nt shall also be a lied under ,all
e t r or co qr to or ro, e wi hin f oo 50� mm) o th primar, str cture sideew,al. s. ilsp, a verti al ,g mical barri r
Aial� �, a,p �ie o t� i-ter construct qn is comp etecef, m lu i�i ins ial lands pin and irrigation�sprink�er installation,
ny soef dis ur�epar a�'terX �he chemical ver�ical barrier is appie� sall e prompV r�treated.
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 stem fqr a minimum of five e rs fr m the i sue of the certificate f occ�panc halt be
provided to the building oyficial prior to the pouring o he slaob, and tshe system must be insta�led prior t� final building
approval, If the b itin� sxstFm directions for p use reoVPi e a monl- orinp phase prior to installation Tf the g thedsys eri e
in redient, the ins alla io o the Monitor,
n hase co onents shall Kie deeme to constitute insta la 10
GLAZING SECTION R308
R308.1 Identification.
Except as indicated in Section R308.1.1 , 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 glazin standard with which it complies, which is visible 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 exceeding1 square foot (0,09 m 2 ) in exposed area shall
have at least one pane in the assembly identified in accrdance 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 glazed areas including glass mirrors in hazardous locations such as those indicated as defined in
Section R308.4 shall pass the test requirements of CPSC 16 CFR, Part 1201. Glazingg 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
INDEX OF DRAWINGS
1 COVER
2 FLOOR PLAN
3 F❑UNDATI❑N PLAN
4 LINTEL PLAN
„IJ WORK SxALL COMPLY W1�r11 ALL 5 TRUSS LAYOUT
P uAt mG CODES, FLORIDA BUILD7', "� 6 E L E C T R I!; A L & H V A C
DE iIN SAL ELECTRIC CODE AND 7 DETAILS
Co 8 SPECS
Cs,�v OF ZEPIVOILLS ORDINANCES
9 SPECS
SUBMITTAL DATA
CITY P . R
PLANS EMtAINER
I hereby certify that I have reviewed this plan and found it to
be in compliance with ASCE 7-02 and the Florids Building Code 2004
with the 2006 Supplement to FBC 04.
PARCEL ID: 12-26-21-0020-00300-0050
41 KATHLEEN YORK
5520 20TH STREET
ZEPHTYRHILLS,r�FL 33542
D. �'��V' . S I JIL 11, P.E
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525
PHONE:352-521-0865 FAX:352-521-0W E-MAIL: dwsflpe@earthhnk, net
David W, Smith, P,E, #53608 1 ENGINEER LICENCE #53608
DESIGN PLANS BY RICK
813-765-9793
ENGINEER NOTES SHEET OF
STANDARD NOTES 1 OF 9
SCALE DATE JOB NO.
4 DEC 2007
DESIGN/DRAWN CHECKED 2007-60
R. GOLLHARDT D.W.SMITH,P.E.
CONTRACTOR IS TO VERIFY ANY STRUCTURAL
OR CEDE REQUIREMENTS PRI❑R TO C❑NSTRUCTI❑N) AND TO BUILD
CONTRACTOR TO VERIFY DIMENSI❑NING PRI❑R TO C❑NSTRUCTI❑N
N❑TIFY OWNER & ENGINEER FOR ANY DIMENTI❑NAB C❑RRECTI❑NS
TO C❑NSTRUCTI❑N,
AREA'S
LIVING
�434]
TOTAL AREA UNDER ROOF 434 S,F,
ACC❑RDINGLY,
AND T❑
PRI❑R
Ri
k4I)16
.., ,. ,_, �, ..,,.-�„�, r r � �na�rar rr+ai �inn.rrt ^me�n� 'I `r n'►T�'�1#r'A9r. i,�,.r, ,.r� r� � n � op.�� �F„ f r�$r4114�I�@�
QUALITY PRECAST COMPANY TABLE No, 2
REINF❑RCING SCHEDULE & LOAD CAPACITIES
SAFE W❑RKING LOADS (PLF)
8" x 8" LINTELS
MARK
N❑:
LINTEL
LENGTH
CLEAR
SPAN
LINTEL
TYPE
LINTEL
TOP
BARS
LINTEL
BOTTOM
BARS
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SAFE LATERAL LOADS C
PLAIN
S❑LID
#5(1)U(0)
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)
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'-2"
Precast
(2) #3
(2) #2
NONE
1343
2165
2165
2608
2608
638
1266
M-8
6'-4"
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'-6"
9'-2"
Precast
(2) #3
(2) #4
NONE
354
618
618
380
673
192
453
DETAIL 'A" DETAIL 'B" DETAIL "C' DETAIL 'D'
TABLE No, 9
REINF❑RCING SCHEDULE & LOAD CAPACITIES
SAFE W❑RKING LOADS (PLF)
8" x 8" RECESS DOOR HEADER
MARK
N❑,
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)
PLAIN
S❑LID
A BAR
B BAR
DETAIL D4
DETAIL DE
DETAIL DC
DETAIL DB & IlCDETAIL
DF
DETAIL D18
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
(2) #3
(2) #2
NONE
963
1230
1230
1596
1596
785
1386
D-5
4'-8"
3'-4"
Precast
(2) #3
(2) #2
NONE
806
1081
1081
1396
1396
659
1165
2' RECE 2' RECESS 2' RECESS 2' RECESS
DETAIL "DA" DETAIL "DB' DETAIL 'DC' DETAIL "DF"
ENGINEERING SPECIFICATI❑NSA
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 N❑TESi
1,) CODES
1.1 FLORIDA BUILDING CODE 2004 AND 2006 SUPPLEMENTS
12 BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-02).
1.3 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS
STRUCTURES (ASCE 7-02).
2,) CONCRETE:
2.1 CONCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS:
2.11 PRE -CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN,
2:1.2 PRE -CAST W/PRESTRESS REINF❑RCEMENT-6000 PSI MIN.
213, GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGERATE,
22 REINF❑RCING BARS:
22,1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
LF)
FABRICATI❑N ASTM A615 (GRADE 60)
2,22 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 ❑PERATI❑NS SHALL COMPLY WITH ACI STANDARDS.
3) MASONRY:
3A DESIGN AND C❑NSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATI❑NAL
CONCRETE MASONRY ASS❑CIATI❑N AND ACI 530-02,
32 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 REVISI❑NS)
42 FOR LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN THEY SHALL BE PR❑VIDED A
TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS
ANI�4TtkEtR❑UT PLACEMENT,
8" TO 11" SLUMP,
n/-lkA/F_n F) \\/ I IN I -Fr - I
TER
I
OPEAVIIVU
IAVS
TA LLA TIO 1\1
- _1�i..I � J . l -n.1„1 i.dL�iLi.l„_.L.1LLL.1-- -- _j- -1 -I 1J l_ YIW�sf�lY�lYer ..:.. I--- -
_-
15#
ASPHALT FELT
UNDERLAYMENT
METAL DRIP EDGE AT RAKE
APPLIED OVER UNDERLAYMENT
USE ONLY ENOUGH NAILS TO HOLD
UNDERLAYMENT IN PLACE UNTIL
SHINGLES ARE LAID
R❑❑E UNDERLAYMENT APPLICATION
TYPICAL FOR GAF/LANDMARK SHINGLES ETC.
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH
THE APPLICABLE PROVISIONS OF SECTION 1507, FBC, 2001
2. FOR ROOF SLOPES 2:12 UP TO 4:12 UNDERLAYMENT SHALL BE
A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS: (SEE ABOVE)
FBC 1507.3.8.1
3, FOR ROOF SLOPES 4:12 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 EAVE, 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 PROVIDED 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
— 15# ASPHALT FELT
UNDERLAYMENT
9' STARTER STRIP OR
COURSE OF INVERTED
SHINGLES
r
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
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 RS NAILS @ 6" ❑,C.
@ EDGES AND 8" O.C. MAX. IN THE FIELD, USE 1/2" STEEL PLYCLIPS,
STEEL PLYCL
8d RS NA
ROOF SHEATHING NAIL INTERIOR
8d NAILS (RINGSHANK) 6' O.C.
ROOF SHEATHING NAIL @ EDGES
8d NAILS (RINGSHANK) 4' O.C.
METAL DRIP
APPLIED
OVER SHEATHING
ASPHALT CEMENT
R❑❑SING APPLICATION
1, ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE
APPLICABLE PR❑VISIONS OF SECTION 1507 FBC AND THE
MANUFACTURERS INSTALLATION INSTRUCTIONS.
2. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF
2:12 OR GREATER, FOR ROOF SLOPES FROM 2:12 UP TO 4:12
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 ROOFING NAILS MINIMUM 12 GA (0,105 INCH
SHANK WITH A MINIMUM 3/8" DIAMETER HEAD, ❑F A LENGTH TO PENETRATE
THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' (19MM) INTO 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
PLYWOOD NAIL PATTERN (RO❑E)
rA�
o
O
A
O
O
O
O
O
�
�
O
EXISTING STRUCTURE
LEGEND
HETA20
UPLIFT CONNECTION - SIMPSON STRONG -TIE
MASONRY APPLICATIONS
MARK
CONNECTOR
UPLIFT
CAPACITY
LATERAL
CAPACITY
FASTENERS
FLORIDA
APPROVAL #
HETA16
1365
335
11-10d X 1-1/2"
1901.15
A
HETA20
1890
335
16-10d X 1-1/2"
1901,16
B
HTT16
3480)K
18-16ol
503.20
HTT22
5260w
32-16d Sinkers
503.21
LGT2
2150
16-16d Sinkers &
7-1/4' x 2-1/4" Titen
1423.13
LTT19
1205)K
8-16d Sinkers
474,220
r___t(TT131
2185)K
18-10d X 1-1/2"
474,222
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
MATCH TO EXISTING ROOF PITCH
EXISTING HVAC UNIT
NOTE:
MECHANICAL
CONTRACTOR TO DETERMINE UNIT SIZE
IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N
MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE
RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS
HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS,
HVAC PLAN
CODE,
DRAWN
-ELECTRUCAL PLAN
SYMBOL
DESCRIPTION
SWITCH
$3
3 WAY SWITCH
110 V RECEPTICLE(1/2 SWITCHED)
110 V RECEPTICLE
8GFI
110 V RECEPTICLE — GROUND FAULT
8AFI
110 V RECEPTICLE — ARC FAULT
220 V RECEPTICLE
RECESSED INCANDESCENT
LIGHT FIXTURE — WALL OR CEILING (TYP)
EXHAUST BATH FAN
LETE
FL❑URESCENT FIXTURE
<r�, I FLOOD LAMPS
LTG TELEVISI❑N ANTENNAE PLUG
A TELEPHONE JACK
S&D SMOKE /FIRE DETECTOR/ALARM
GD PUSH DUTTON FOR GARAGE OPENER
n
=aF,- CEILING FAN ONLY
J
n
I I
3�aF� CEILING FAN /LIGHT
FAN WL
N❑TES:
UNLESS ❑THERWISE NOTED
1,
ELECTRICAL OUTLETS HEIGHTS
AS MEASURED FROM FINISHED FLOOR
CENTERED LINE OF THE BOX TO BE: 12' AFF (GENERAL)
KITCHEN
44" AFF
BATHROOM
39"' AFF
LAUNDRY ROOM
36" AFF
EXTERI❑R WATERPROOF
12" AFF
GARAGE GENERAL PURPOSE
42" AFF
RANGE
2" AFF
2,
ALL TRIM PLATES & DEVICES
TO BE GANGED, WHERE P❑SSIBLE
3.
ELECTRICAL SWITCHES TO BE
42" CENTERLINE AFF,
4,
ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL
BE DONE IN STRICT ACCORDANCE WITH THE NATI❑NAL ELECTRIC CODE, LATEST
EDITI❑N, BY LICENSED ELECTRICAL
CONTRACTOR WHO SHALL BE RESP❑NSIBLE
FOR THE INSTALLATI❑N & SIZING
OF ALL ELECTRICAL, WIRING & ACCESS❑RIES.
5,
ALL SMOKE DETECTORS SHALL
BE HARDWIRED INT❑ AN ELECTRICAL POWER SOURCE
AND SHALL BE EQUIPPED WITH
A M❑NIT❑RED BATTERY BACKUP,
PR❑VIDE AND INSTALL LOCALLY
CERTIFIED SMOKE DETECTORS,
6,
ALL ELECTRICAL IN SLEEPING
ROOMS BE BE ON AN A,F,C,I, PROTECTED
CIRCUIT PER 2002 N,E,C,
7,
PR❑VIDE AND INSTALL G❑UND
FAULT CIRCUIT -INTERUPTERS (GFI)
AS INDICATED ❑N PLANS,
8,
GROUND WIRE FORM REBAR TO
ELECTRICAL PANEL PER N,E,C,
RIGHT ELEVATIMAN
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 PLY
6" D.C. 4" D.C. FOR FIRST 3 TRUSSES FROM C
USE STEEL PLYCLIPS. RIDGE VEN'
INSTALL R❑❑FING PER MANUFACTURERS SPECI
C❑NTINI❑US ALUM DRIP EDGE OR GUTTER
2X4 WOOD SUB WITH ALUMINUM
S❑FFIT AND FASCIA TRIM
mWill \Amial '"
PRE -CAST C❑NC SILL & WIND❑W C-
8"X8°X16" CMU T
DEC❑RATIVE CEMENTU❑US FINI
16" X 12" M❑N❑LITHIC SLAB
W/ (2) #5 BARS ON CHAIRS 4'-0" [
l
`., 0-11 11"
TYPICAL WALL SECTION
7,-2„
REAR ELEVATION
2" CEILING TYPE GYPSUM BOARD
-19 BATT INSULATI❑N (MIN) ATTIC SPACE
'TI❑NAL BLOWN FIBERGLASS INSULATI❑N
E (1) SIMPS❑N HETA20 STRAP POURED IN LINTEL AT EACH TRUSS
ICATI❑N, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES
TH 10ol- X 1 1/2" NAILS
) COURSE 8"X8" KNOCK -OUT BLOCK FILLED
]LID W/(l) #5 BAR, TYP, AT ALL S❑LID WALLS
RECAST CONCRETE LINTEL
'2' DRYWALL OVER R5.4 CEL❑TEX "TUFF-R"
ISULATI❑N BOARD AND FURRING
4" THICK CONCRETE SLAB W/ 6X6 10/10 WWM
REINF OR FIBER MESHOVER .006 PL❑YETHYLENE VAPOR BARRIER,
HOLD MESH IN TOP 1 1/2" OF SLAB.
SEE MANUFACTURERS REC❑MMENDATI❑NS FOR QUANTITY
OF FIBER MESH IN MIX.
DEGREE BEND WITH 25" LAP MINIMUM
CT TERMITE TREATED S❑IL
BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE
DETAIL "A"
MIN 25" Li
HEADER BLOC
PRE-ENGINEERED WOOD TRUSSES @ 24" O.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 PL
G" ❑.C. 4" Of. FOR FIRST 3 TRUSSES FROM
USE STEEL PLYCLIPS. RIDGE VE
INSTALL R❑❑FING PER MANUFACTURERS SPEI
C❑NTINI❑US ALUM DRIP EDGE OR GUTTE
2X4 WOOD SUB WITH ALUMINL
S❑FFIT AND FASCIA TRIM
VARIE
SEE PL(
8"X8"X16" CMU
DEC❑RATIVE CEMENTU❑US FI
#5 DOWEL TO MATCH RE
FROM F❑❑TER W/25" MI
4"X4" INSPECTI❑N F
AT EACH FILL CELL
16" X 12" M❑N❑LITHIC SLAB
W/ (2) #5 BARS ON CHAIRS 4'-0'
2" CEILING TYPE GYPSUM BOARD
-19 BATT INSULATI❑N (MIN) ATTIC SPACE
'TI❑NAL BLOWN FIBERGLASS INSULATI❑N
E (1) SIMPS❑N HETA20 STRAP POURED IN LINTEL AT EACH TRUSS
ICATI❑N, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES
TH 10d X 1 1/2" NAILS
) COURSE 8"X8" KNOCK -OUT BLOCK FILLED
]LID W/0) #5 BAR, TYP, AT ALL S❑LID WALLS
"2" DRYWALL OVER R5,4 CEL❑TEX "TUFF-R"
ISULATI❑N BOARD AND FURRING
4" THICK CONCRETE SLAB W/ 6X6 10/10 WWM
REINF OR FIBER MESH OVER 006 PL❑YETHYLENE VAPOR BARRIER,
HOLD MESH IN TOP 1 1/2" OF SLAB,
SEE MANUFACTURERS REC❑MMENDATI❑NS FOR QUANTITY
OF FIBER MESH IN MIX,
DEGREE BEND WITH 25" LAP MINIMUM
CT TERMITE TREATED S❑IL
BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE
TYPICAL WALL SECTI(,-,.,) 1� �l1 � �'AI�, 99 �9
8"X16" CONCRETE F❑❑TER
W/(2) #5 BARS CUNT ON CHAIRS
STANDARD 90 HOOK
BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE
ALjf-r'Efnll\\IAT-L'-' STEMWALL
FOOTER DETAIL
R301A Design.
Buildings and structures, and all parts thereof, sha(l be constructed to safety support OIL Loads, including dead
Loa s, Live toads, ro?f toadq, flood Loqds �ncl wind Lip n ruc�tlon
c�ds as prqs�rlbed by Ihis code, The cons jf buiLd1gs
r
ancv structures sho, I result in a system hat provI es a compke e load ?a h cQpaIoLe of tra Mrring Cools rom
their point of origin through the Load -resisting elements to The Founcla ion.
Exception : Buildings and structures Located within the High-Vetocity Hurricane Zone shaLL comply only with
Sections R302 to R324, inclusive and inclusive the provisions oP Chapter 44
R301.1.1 Alternative provisions.
As an atternative to the requirements in Section R301.1 the following standards are permitted subject to the
[imitations of this code and the imitations there in,
Where engineered design is used in conjunction with these standards the design shall comply with the Florida
BuiLding Code, Building ,
I. American Forest and Paper Association (AF&PA) Wood Frame Construction Manual (WFCM).
2. American Iron and Steel Institute (AISI), Standard for Cold -Formed Steel Framing Prescriptive Method for
One- and Two -Family Dwellings (COFS/PM).
R30112 Construction systems.
The requirements of this code are loosed on platform and baIloon-frame construction for Liqht-frame loulldin s. The
requiremaents for concrete and masonry buildings are based on a balloon framing system. Other framing sysyems
must have equivalent detailing to ensure force transfer, continuity anol compatible deformations,
R30113 Engineered clesign.
When a building of otherwise conventional construction contains structural elements exceeding the Limits of Section
R301 or otherwise, not conforminq to this code, these elements shall be designed in accordance with accepted
engineering practice. The extent' of such design need only demonstrate compliance of ronconventional elements with
other applicable provisions and shall loe compatible with the performance of the conventional Framed system.
Engineered design in accordance with the Fi Building Code, Building is permitted For all buildings and structures,
and parts thereof, included in the scope of this code.
R301.215 Basic wind speed,
The loasic wind speed in miles per hour, for the development of windloads, shaLL be determined from Figure R301.2(4). Basic
wind speed for the special wind regions inclicQted, near mountainous terrain and near QorQes shalt be in ciccordance with
tocQL jurisdiction requirements. The exact Location of wind speed tines shatt be estabLis-hed by Local ordinance using
recog?'tized physical Landmarks such (is major roads, canals, rivers and Lake shores wherever, possible.
R301.2.1 Wind timitations.
Buildirpis and portions thereof shall Ice limited by wind speed, as defined in Table R301.20% and construction methods in
accordance with this code, Basic wind speeds shalt be determined from Figure R301.2(4>. Where different construction methods
and structural materials are used Par various portions of a building, the applicable requirements of this section For each
ortion shall app�y. Where tocids f:or windows, skylights and exterior cloors are not otherwise specified, the locids Listed in
abl,E� R301,2(2) adjusted for heipht and exposure per Table R3012(3% shall be used to determine design load performance
requirements for windows and di ors.
R301.211 Design criteria.
Construction in regions where the basic wind speeds from Figure R301.2(4) equal or exceed 100 miles per hour (177.1 km/h>
shall, be designed in accordance with one of the Following:
1. American Forest and Paper Association (AF&PA) Wood Frame Construction Manual for, One- and Two -Family Dwellings <WFCM)j
2. Minimum Design Loads for Buildings and Other Structures (ASCE-7>1
3. American Iron and Steel Institute <AISI), Standard for Co[cl-Formecl Steel Framing?Prescriptive Method for One- and
Two-famity Dwellings (COFS/PM>.
4. Concrete construction shall be designed in accordance with the provisions OF this code.
5. SBCCI SSTD 10 shatit be permitted for buildings for Q basic wind speed of 130 mph (58 m/s) or Less In Exposure B and
110 mph (49 m/s) or Less' in Exposure C in accordance with Figure R301,2(4).
6. The FC�PA Guide t%qoncretf Ma5onr� Resiclentiat Co7sJ5dcti%n (ig High Wind Areas �?Jhat( be pymit
a n�,?101,r ,?16ica�
concrete masonry uItclings or a loa ic wind speed o M p 8 mYs) or Less in Lxposure mp M 5 or
Less in Exposure C in accorclance with Figure R301.2<4); or
7, The WPPC Guide to Wood Construction in High Wind Areas shalL Ice permitted For applicable wood -frame buildings for a basic
wind speed of 130 mph (58 m/s) or Less in Exposure B and 110 mph (49 m/s) or Less in Exposure C in accordance with
Figure R301.2(4),
R301.2,111 Design,
The Following plesign quicle shall be accepted as conforming to accepted engineering practices: AAF Guide to Aluminum
Construction in High-Vind Areas.
R301.212 Internal pressure.
Windows in buildings Located in wincl-born? debris ruions shall have glazed openinV
protectel from wirid-IoV is or
delor
the building shalt. be designed as a pairtiatLy enclos d build' cl nce with he Ftoricla uitclin Code, ng. Glazed
,-�ui'rege'gts of the LQrge Missile Test op
openinp Notection For wind-borne debris shot[ meet the re
ASTM 996 and of ASTM E 1886, SSTD 12, or TAS 20L, 202 and 203 referenced therein.
(1) Opening in sunrooms, balconies or enclosed porches constructed under existing roofs or clecks are not required to Ice
protected provided the spaces are separated from the building interior by a wait and a(L openings in the separating watt
are protected in accordance with this section. Such space shaR be permitted to be designed as either partially enclosed
or enclosed structures.
�2) Storage sheds that are not designed for human habitation and that have a floor area of 720 square feet (67 m2) or
Less are not required to comply with the mandatory wind-borne cleloris impact standard of this code.
Exceptlon� Wood structural panels with Q minimum thickness of 7/16inch (11.1 mm) and a maximum spar) of 8 feet (2438 mm)
shall be permitted forno ningwiprotection in one- and two-story buildings. Panels shQ(L Ice precut to cover the glazed
tpe
openings with attachme ho r ore provided, Attachments shall foe provided in accordance with Table R301.2.1.2 or shalt be
des ned to resist the components and cladding Loads determined in accorclance with the provisions of the Florida
BuiLTIng Code, Building.
R301.2.1.3 Wind speed conversion.
When referenced documents are based or) Fastest mite wind speeds, the three second gust wind velocities of Figure R301.2(4>
shalt be converted to Fastest mile wind velocities using Table R301,213,
R301.214 Exposure category.
For each wind direction considered an exposure cateqory that adequately reflects the characteristics of ground surface
irrep)u.tQrIties shall be determined �or the site at which the building or structure is to be constructed. For a site Located
in t transition zone between categories, the category resulting in the largest wind forces shalt apply. Account shall be
taken of vyi tions in ground surface roughness that arise from naturQ( topoRro
,phy and vepetation as well as from
constructe 'Peatures I`or any given wind clirection, the exposure in which a sp cific building r other structure is sited
shall be assessed as being one of the following categories:
L Exposure A, Large city centers with at (east 50 percent of the buildings having a height in excess of 70 feet
(21 336 mm>. Use of this exposure category shQ(t be Limited to those areas for which terrain representative of Exposure
A �revaiis in the upwind direction For a distance of at Least 0.5 mile (0.8 km) or 10 times the height of the building or
ot er structure, whichever is weater. Possible channetinq effects or increctsed velocity pressures clue to the building
or structure being Located in he wake of adjacent buitcTinqs shalt Ice taken into account.
2. Exposure B. Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having
the size of sintge-famity dwellings or Larger. Exposure B shalt be assumed unless the site meets the definition of another
type exposure.
3. Exposure C. Mearis, except in the High-Vetocit H
urricane Zone, that area which ties within 1,500 Feet <457 mm> of the
coastal construction control Line, or within feet (457 mm) of the mean high ticle Line, whichever is Less. On barrier
islands, Exposure C shalt be appLicalote in the coastal building zone set 42'orth in Section 161.55(0, Florida Statutes.
4. Exposure D. Fiat, unobstructed areas exposed to wind flowing over open water (excludirl shorelines in hurricane
Frone reYors) For a distance OF at least 1 mite (1.61 km). Shoretines in Exposure D inci2e intancl waterways, the Great
akes an coastal areas of California, Oregon, Washington and Alaska. This exposure shall apply only to those buiLdin s
and other structures exposed to the wind coming from over the water. Exposure D extends Intand from the shoreLinp a
distance of 1,500 Feet (457 m) or 10 times the height of the building or structure, whichever is greater,
R301.2.2 Seismic provisions. Reserved.
Figure R301.2(2) Reserved.
R301.2.3 Snow loads. Reserved.
Figure R301.2(5) Reserved.
R301.2.4 FtoodpLain construction.
This code specifically defers to the authority granted to Local, government by Title 44 CFR, Sections 59 and 60. This code
is not intended to supplant or supercecle Local ordinances adopted pursuctrt to that authority, nor are IocQ( Ptoociptain
management ordinances to be deemed amendments to the code.
R301.2,5 Structures seaward of o, coastal construction Line.
Structures Located seaward of the coastal construction Line shaLL be designed to resist the preclicted forces of a
100-year storm event in accorclances with Section 3109 of the Florida Building Code, Building,
SECTION R303
LIGHT, VENTILATION AND HEATING
R303.1 Hcibitable rooms.
ALI habitable rooms shati. be provided with a re a t Lazing area OF not Less then 8 percent of the Floor area of such
to or5,loiAvers or o1her approve
rooms. Natural ventilation sh�il, r:a�hrou2lh gwolnologwse e.,
sha L ogerings tq the outdoor air. Such
openin s shalt be provided wl In y ac ess or otherwise loe readily contralto I e y the building occupants. The minimum
open.P e area to the outdoors shal( be 4 percent of the Floor area being ventilated.
Exceptions:
1. The 9.1azed areas need not be operable where the ogen.ing is not required by Section R310 and an approved mechanical
ventilation system is provided capable of produc air chanye per hour in the room or a whole -house mechanical
ventilation system is Installed capable of supptyind' outdoor ventil ation air of 15 cubic feet per minute (cfm) (7.08 L/s)
per occupant computed or) the basis of two occupants for the first bedroom and one occupant for each additional bedroom.
2. The glazed areas need not Ice provided in rooms where Exception I above is satisfied and artificiaL Light is provided
capAbLe OF -proclucin an average illumination of 6 Footcandles (6.46 lux) over the area of the room at a height of
30 inches (762 mm) a%ove the tLoor Level.
R303.2 Adjoining rooms.
For the purpose Of cleterminincl tiqht and ventilation requirements, any room shall be considered as a portion of ar ad . . i
room when at least one-hatF dT t'he area of the common wall. is open and unobstructed ancl provides an opening OF no ess
than one -tenth of the Floor area of the interior room lout not Less than 25 square feet (2.32 M2).
Exception; Openings required for Iiqht and/or ventilation shall be permitted to open into a thermally isolated sunroom
addition or patio cover, provided that theretis an operable arep. between the ad�ioining room and the sunroom addition or
yatio cover of not less than one -tenth 0 f he floor area of the interior room ut not less than 20 square feet (1.86 m2).
he minimum operable area to the outdoors shalL Ice based upon the total floor area being ventilated.
R303.3 Bathrooms.
Bathrooms, water closet compartments and other similar rooms shall loe provided with aggregate glazing area in windows of
not less than 3 square feet <0.279 m2>, or)e-hQIf of which must Ice openable.
Exception: The zed areas shell not be required where QrtificiQ( light and a mechanical ventilation system are provided,
The minimum venYl!I.Qation rates shalt Ice 50 cPm (216 L/s) For intermittent ventilation or 20 cPm <9.4 L/s) For continuous
ventilation. Ventilation air from the space shalt be exhausted directly to the outside.
R303.4 Opening location.
Outdoor intake and exhaust openings shQR be located in accordance with Sections R303,4.1 and R303,4.2,
R303.4.1 Intake openings.
Mechanical and gravity outdoor air intake openings shatt be Located a minimum of 10 feet <3048 mm> fro�i any In zardaus
or noxious contaminant such as vents, chimneys, ptumbiny vents, streets, QLLeys, pQrk!nQ tots and loading clocks, except as
otherwise specified in �Ihls code, Where a source of con aminant is Located within 10 feet (3048 mm) of an intake opening,
such opening shall. be Located a minimum of 2 feet (610 mm> below the contaminant source.
For the purpose of this section, the exhaust Prom dwelling unit toilet rooms, botthrooms and kitchens shall not be
considered as hazardous or noxious,
R303.4,2 Exhaust openings,
Outside exhaust openings shail be located so as not to create a nuisance. Exhaust air shalt not be directed onto watkwcys.
R303.5 Outside opening protection,
Air exhaust and intake openin gs that terminate outdoors snail be protected with corrosion -resistant screens, (ouvers
or grittes having a minimum opening size OF W inch (6.4 mm> and a Maximum opening size of Z inch (12,7 mm>, in any dimension.
Openings shall. be protected against Local weather conditions. Outdoor air exhaust and intake openings shail meet the
provisions 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,
Interior stairways shaLL loe provided with an artiFiciat. Light source Located in the immediate vicini - Of each Lancing of the
stairway, For interi r stairs the artificial Li ht sources shall, be mc,�Le of illuminating treads tycl Lan d inQs to Levels not
than 1 footcanclie ell Lux) measured at the qenter of treads and an ings. Exterior stairways ��ihl. L be provided with an
artificial light source Located in the immediate vicinity of the top LQndinq of the stairway. Exterior stairways providing
access to a basement from the outside grade Level shalt be provided wi h an artificial light source Located in the immediate
vicinity OF the bottom Landing of the stairway,
Exception An artificial Light source is not required at the top and bottom (ancling, provided an artificial tight source is
Located directly over each stairway section.
R303.6.1 Light activation.
The control for activation of the required interior stairway lighting shatl be accessible at the top and bottom of each
stairway without traversing any steps. The illumination of exterior stairways shot[ Ice controlled From inside the dwelling unit.
Exceptioni Lights that are continuously illuminated or automatically controlled.
R303.7 Required glazed openings.
Required qtazecl openings shall. open directly onto a street or pubtic alley, or a yard or court Located on the same Lot
as the building.
R303.7.1 Roofed porches.
Required glazed openings mx_y face into a roofecl porch where the porch abuts a street, yard or court and the Lonqer side
of the porch is at Least 6b percent open and unobstructed and the ceiling height is not less than 7 feet (2134 mm�.
R303.8 Required heating.
When the winter design temperature in Table R301,2<1) is below 60*F (16*C), every dwelling unit shot( be provided with heating
facilities capable of maintaining a minimum room temperature of 68*F (20*C) at a point 3 feet (914 mm> above the Floor and
2 feet (610 mm> from exterior walis in att hoiloltialote rooms at the design temperature, The instaRation of one or more
�ortalote space heaters shaLL not be used to achieve compliance with 'this section.
ECTION R304
MINIMUM ROOM AREAS
R304.1 Minimum area.
Every dwelling unit shalt have at least one habitable room that shall. have not Less than 120 square Feet (11.2 m2)
OF gross floor area.
R304.2 Other rooms.
Other habitable rooms shot( have a floor area of not Less than 70 square feet (6.5 M2).
Exception: Kitchens.
R304.3 Minimum dimensions.
Habitable rooms shall. not be Less than 7 feet (2134 mm> in any horizontal dimension.
Exceptioni Kitchens.
R304.4 Height effect on room area,
Portions of a room with a sloping ceiling measuring Less than 5 feet (1524 mm) or a furred ceiling measuring Less than
7 feet (2134 mm> from the finished floor to the finished ceiting shatt. not be considered as contributing to the minimum
required habitable area for that room.
SECTION R305
CEILING HEIGHT
R305.1 Minimum height.
Habitable rooms, hallways, corridors, bathrooms toiLet rooms, Laundry rooms and basements shell have a ceiling height of not
Less than 7 feet (2134 mm). The required heigh� shatt. be measured from the finish floor to the lowest projection
from the Ceiling,
Exceptions:
1. Beams and clirclie,rs sr)aced not less than 4 feet (1219 mm) on center may project not more than 6 inches (152 mm) below
the require-61 ceiling 'height '
2. Ceilings in basements wrthout habitable spaces may project to within 6 Feet, 8 inches (2032 mm) of the finished floorl
and beams, girders, ducts or other obstruction s may project to within 6 feet, 4 inches (1931 mm> of the finished floor.
3. Not more than 50 percent of the 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. Bathrooms shcLL( have a minimum ceiling he' Int of 6 feet 8 inches (2036 mm) over the fixture and at the front clearance
area for fixtures as shown 1 0.2. A shower or tub e,�ulppecl with a showerhead shot( have a minimum ceiling height
of 6 Feet 8 inches (2036 mm) clocrve Q minimum area 30 Inches (76 mm) by 30 inches (762 mm) at the showerhead.
SECTION R307
TOILET, BATH AND SHOWER SPACES
R307.1 Space required.
Fixtures shall be spaced as per Figure R307.2.
R307,2 Bathtub and shower spaces,
Bathtub and shower floors and watts above loathtubs with instattecl shower heads and in shower compartments shell Ice
finished with a nonabsorbent surface, Such watt surfaces shatt extend to a height of not Less than 6 feet (1829 mm)
above the floor.
R308.4 Hazardous locations.
The following shal.1, be considered specific hazardous Locations for the purposes of gi
1. Glazing in swinging doors except jalousies.
2, Glazing in fixed and sliding panels of sliding door assemblies and panets in sl[iding and loifoLcl closet
door assembLies,
3. Glazing in storm doors,
4, Glazing in al.l. unframed swinging doors.
5. Glazing in doors and enclosures for hot tubs, whiri saunas, steam rooms, loathtulos and
showers. Glazing in any part of a building watt encLosin?,these compartments where the bottom
exposed edge of the glazing is Less than 60 inches ( 1 4 mm) measured vertically above any
standing or walking surface.
6. Gilazing, In an individual fixed or operable panel adjacent to a door where the nearest vertical edge
is within a 24-inch (610 mm) arc of the door in a closed tion and whose loottom edge is Less
than 60 inches (1524 mm) above the Floor or walking sur�acsei,
7. Glazing in an individual fixed or operalote panel, other than those Locations described in Items 5
and 6 above, that meets all of the following conditions:
7.1. Exposed area of an inolivioluQ1, pare greater than 9 square Feet me36 M 2
7.2. Bottom edge Less than 18 inches (457 mm) above the floor.
7.3. Top edge greater than 36 inches (914 mm) above the Floor,
7.4, One or more walking surfaces within 36 inches (914 mm) horizontally of the glazing,
S. ALL glazing ir raitings regardless of an area or hei ht above a walking surface. Included are
structural baluster panels and nonstructural, in-RiL panels,
91 Glazing in watts and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where
the bottom edqe of the glazing is Less than 60 inches <1524 mm) above a walking surface and within
60 inches (1524- mm) horizontally of the water?s edge. This shalt apply to single glazing and all
panes in multiple glazing.
10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking
surface when the exposed surface of the glass is less than 60 inches (1524 mm) above the plane
of the adjacent walking surface.
11. Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread of a
stairwo. in any direction when the exposed surface of the grass is Less than 60 inches (1524 Mm)
alcove �he nose of the tread
Exception; The following products, ma�erials 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 glass in Items 1, 6 a r 7.
3. 01.azi�q in Section R308.4 , Item 6, when there is on intervening wall or other permanent barrier
barrier between the door and the glazing,
4, Glazing in Section R308.4 , Item 6, in walls perpendicular to the plane of the door in a closed
fI tion or where access through the door is to a closet or storage area 3 feet (914 mm) or
eo,s, i n depth, Glazing in these applications shall, comply with Section R308,4 , Item -
5� Glazing in Section R308.4 , Items 7 and 10, when a protective bar is installed on t4e accessible
side(s) of the glazing 36 inches ± 2 inches (914 ± mm 51 mm) above the floor, The bar shalt be
capaloile of withstanding a horizontal. toad of 50 pounds per Linear foot (74.5 1 without
contacting the glass and be a minimum of 13� inches (38 mm) in height.
6. Outboard panes in insulating glass units and other multiple glazed panels in Section R308.4 , Item 7,
when the bottom edge a the glass is 25 Feet (7620 mm) or more aloove gracle, a roof,
walking surface, or other horizontal [within 45 degrees (0.79 rad) of horizontal] surface adjacent
to the glass exterior.
7. Louvered windows and jaLousles complying with the requirements of Section R308,2
8. Mirrors and other glass panels mounted or hung on a surface that provides Q continuous
backing support,
9. Safety glazing in Section R308.4 , Items 10 and 11 is not required wherei
9.1. The side of a stairway, lording or ramp has a guardrail or handrail, including balusters or in-fitt
ane(s, complying with the provisions of Sections 1012 and 1607,7 of the Florida Building Code,
uIldingj and
92, The plane of the glass is greater than 18 inches (457 mm) From the railing.
R308.5 Site built windows.
Site built windows shall comply with Section 2404 of the Florida Building Code, Building.
R308.6 Skylights and sloped glazing.
Skylights and slopeol glazing shall comply with the following sections.
R308.6.1 Definitions.
SKYLIGHTS AND SLOPED GLAZING, Glass or other transparent or translucent glazing material installed at a
slope, of more than 15 degrees (0.26 racl) from vertical. GLazin9 materiaLs in skylights, including unit skylights,
soLariums, sunrooms, roofs and sloped walls are included in this definition,
UNIT SKYLIGHT. A factory assembled, glazed fenestration unit, containing one panel of glazing material, that
allows For natural dayLightinp through an opening in the roof assembly white preserving the
weather -resistant loarrier o the rooF.
R308.6.2 Permitted materials.
The following types of glazing may loe used:
1. Laminated lass with a minimum 0,015-inch (0.38 mm) polyvinyl butyral, interLayer for glass panes
16 square Teet (1.5 r) 2 ) or Less in area Located such that the highest point of the glass is
not more than 12 feet (3658 mm) above a walking surface or other accessible areaj for higher
or Larger sizes, the minimum inter(ayer thickness shall, be 0,030 inch (0,76 mm),
2. Fully tempered glass.
3. Heat -strengthened glass.
4. Wired qLass,
5. Approved rigiol plastics,
R 3 0 8.6.3 Screens, general.
For fui tempered or heat -strengthened gLass, a retaining screen meeting the requirements of Section
R308,6,7 shalt. be inst%LQd below the glass, except for fully tempered gtass that meets either condition
Listed in Section R 08.6.5 ,
R308.6.4 Screens with multiple glazing.
When the inboard pane is fully tempered, heat-strenqthened, or wired glass, a retaining screen meeting the
requirements of Section R31 shall, be installed loel-ow the glass, except for either condition Listed in
Section R308.6.5 . All other panes in the multiple glazing may be of any type listed in Section R308.6.2
R308.6.5 Screens not required.
Screens shalt not be required when fully tempered glass is used as single glazing or the inboard pane in
multiple glazing and either of the Pottowing conditions are met!
1, 1 area 16 square feet (1,49 m 2 ) or less. Highest point of glass not more than 12 feet
(3658 mm) above a walking surface or other accessible area, nominal glass thickness not more than
3 / 16 inch (4.76 mm), and (for multiple glazing only) the other pare or panes fully tempered,
Laminated or wired glass,
2. Glass area cireater than 16 square Peet (1.49 m 2 ), Glass sloped 30 degrees (0.52 rad) or Less
from vertical, and highest point of glass not more thar 10 feet (3048 mm) above a walking surface
or other accessible area.
R308.6.6 Gtass in greenhouses.
Any 91 materiaL is permitted to be installed without screen in the sloped areas of greenhouses,
provided the greenhouse height at the ridge does not exceed 1�u Feet (6096 mm) above grade.
R308.6.7 Screen characteristics.
The screen and its Pastenlrqs shalt be copalote of su�portlng twice the we'q Int of the glazing, loe Firmly and
substantially. Fastened to -me framing members , and ave a mesh openin g no more tTian I inch by linch
(25.4 mm by 25.4 mm).
R308.6.8 Curbs for skylights.
ALL unit skylights installed in a roof with a pitch flatter than three units vertical, in 12 units horizontal
(25-percent slope) shoJL be mounted on a curb extend 1 ng, at [east 4 inches (102 mm) above the p(ane of
the roof unless otherwise specified in the manufacture r s installation instructions.
R308.6.9 Testing and Labeling.
Exterior skylights shall be tested by an approved independent testing laboratory, and shall be Labeled with
an approved label lolentifyinq manufacturer, performance characteristics, and approved evaluation entity
to indic(q� com Liance with �he requirements of AAMA/WDMA 1600/IS7, Voluntary Specifications for Skylights
or TAS (HVFH-Z shall comply with TAS 202).
SECTION R309
GARAGES AND CARPORTS
R309.1 Opening protection.
Openings From a private garage directly into a room used For steeping purposes shalt not be permitted.
Other ogrings between the garage and residence shalt be equipped with solid wood doors not Less than
13/8 inc es (35 mm) in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 MM)
thick, or 20-minute fire -rated doors.
R309.1.1 Duct penetration.
Ducts in the garage and ducts penetrating the walls or ceilings separating the olweL(irg from the garage
shatt be constructed of a minimum No. 26 gage (0,48 mm) sheet steel or other (approved material and shalt
shatt have no openings into the garage.
R309.2 Separation required.
The garage shatt loe separated from the residence and its attic area loy not Less than X-inch (12.7 mm)
gyEsum board applied to the garage side. Garages beneath habitable rooms shalt be separated from all.
ha itable rooms above by. not Less than 5/8-Irch (15.9 mm) Type X gypsum board or equivalent. Where the
Separation is a floor-ceiting assembly, the structure supporting the separation shalt also be protected by
not Less than X-Inch (12.7 mm) gypsum board or equivalent,
R309.3 Floor surface,
Garage floor surfaces shall be of approved noncombustible materiat.
The area of floor used for parking of automoloiLes or other vehicles sha(t be sloped to facilitate the
movement of Liquids to a drain or toward the main vehicle entry doorway,
R309.4 Carports.
Carports shaU be open on at [east two sides. Carport floor surfaces shall, loe of approved noncombustible
Material, Carports not open on at Least two sides si be considered a giarage and shalt comply with the
provisions of this section For garages,
Exception; Asphalt surfaces shoL(L be permitted at ground tevel, in carports.
The area of floor used for parkirpoof automobiles or other vehicles shall be sloped to facilitate the
movement of liquids to a drain or word the main vehicle entry doorway,
R309,5 Flood hazard areas,
Reserved.
R309.6 Automatic gariage door openers.
Automatic garage door openers, if provided, shall Ice Listed in accorclance with UL 325�
SECTION R31b-
EMERGENCY ESCAPE AND RESCUE OPENINGS
R310.1 Emergency escape and rescue required.
Basements with habitable space and every steeping room shall have at Least one Operable emergency escape and rescue
openinq. Where basements contain one or More sleeping rooms, emergency egress and rescue openings shall. Ice required in
each s eeping roo�i, but shall not be required in adjoining areas of the basement. Where emergency escape and rescue
openings are provided they shall hove a siR height of not more than 44 inches (1118 mr)) above the Floor. Where a door
openinge,havinge'alethresh?ld below the acl,�gntaground elevation serves as an emerpe ejWpe and rescue openinq and is
provicl with ulkheac enclosure, the h e enclosure shall, COMPLY with Sectio W3 . e net clear opening oil ensions
required by this section shot( be obtained by the normal operation of the emergenc escape and rescue opening from the
inside, Eme r ncy escape and rescue opening with a finished s!LL height below the aWjacent ground elevation shalt be
provided wlix a window well in accordance wi In Section R310.2. The emergency escape and rescue opening shot[ be permitted
to open into a screen enclosure, open to the atmosphere, where a screen door is provided Leading away From the residence,
R31011 Minimum opening area.
ALL emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet (0.530 m2).
Exceptioni GrQcle Floor openings shall have a minimum net cIeQr opening of 5 square Feet (0.465 m2).
R31012 Minimum opening height.
The minimum net clear opening height shall. be 24 inches (610 mm)�
R310.1.3 Minimum opening width.
The minimum net c Le air opening width shalt be 20 inches (508 mm).
R31014 Operational constraints.
Emergency escape and rescue openings shQ(( be operational From the inside of the room without the use of keys or tools,
R310.2 Window wells.
The minimum horizontal area of the window well shcAL be () square feet (0.84 m2), with a minimum horizon.toLL Porodeection and width
of 36 inches (914 mm), The area OF the window welt shall allow the emergency escape and rescue openin Fully opened,
Exception: The ladder or steps required by Section R310.2.1 shall ice permitted to encroach a maximum oP 6 inches (152 mm)
into the required dimensions of the window well,
R310.2.1 Ladder and steps.
Window wells with a vertical depth greater than 44 inches (1118 mm) shall be eqpippecl with a permanently affixed Ladder or
Ste PS usable with the window in the fully open position, Ladders or steps required loy this section shaR no Ice required to
COMPLY with Sections R311.5 and R311.6. Ladders or rungs shall have an inside width of at Least 12 inches (21A mm), shatt.
at least 3 inches <76 mm) from the wait and shall. be spaced not more than 18 inches (457 mm) or) center verticatty for
the full height of the window well.
R310.3 Bulkhead enclosures.
Bulkhead enclosures shall provide direct access to the basement, The bulkhead enclosure with the door panels in the fully
. . ti h U icle the minimum net clear opening required by Section R310.1.1. Bulkhead enclosures shell. Qtso comply
open ?"" "REN.07v
with ection
R310.4 Bars, grills, covers cind screens.
Bars, grills, covers, screens or similar devices are permitted to be placed over emergency escape and rescue openings,
bulkhead enclosures or window wells that serve such openings, provided the minimum net clear o ening size complies with
Sections R31011 to 1�31013, and such devices snail. Ice reLeasabLe or removQloLe from the inside wThout the use of a key,
toot or force greater than that which is required For normal operation of the escape and rescue opening The temporary
installation or closure of storm shutters, panels, and other approved hurricane protection devices shall e permitted on
emergency escape and rescue openi clurinq the threat of a storm. Such devices shall not be required to comply with the
t,o
operational, constraints of Sec n 01014, WThile such protection is provided, at Least one Means of escape from the dwelling
okJweLLr%euq0tcQshoJL b% provided, The means F escape shall lo
v tthin the first fL. Qr of the cirtling or 1weLtinp unit and
5 no te Pin a 9?rV. Dc�upa�%l s an4 Rart ? t . e cl�ettjng or dwe T(ing unit shal be c o ac ess the
a oc
u pass g -k
Means a escape Vhowl roug - able a r no under F)eir control,
SECTION R313
SMOKE ALARMS
R313.1 Smoke alarms.
Smoke alarms shot( Ice installed in the Following Locationsi
1. In each sleeping room.
2. Outside each separate sLeepi rl� area in the immediate vicinity of the bedrooms,
3. On each additional story of t e dwettinq, inctudinq basements lout not including crawl spaces and uninhabitable attics,
In clweLtings or dwelling units with split Tevets are T without an interver in d or between the adjacent teve a smoke alarm
installed on the upper Level shall suffice for the adjacent Lower level,9proovicled that the Lower Level is L%s than one
Full story below the upper Level.
When more Than one smoke alarm is required to be ins
O�atlecl within an Individual clweLtin 9t unit the alarm devices shatit be
interconnected in such a manner that the actuation one alarm witi. activQtE? cAl. of he atarms in the individual unit. The
alarm shalt Ice clearly audible in all bedrooms over background noise Levels with ati. intervening doors closed.
At[ smoke alarms shall Ice (!steel and installed in accordance with the provisions of this code and the household Fire warning
equipment provisions of NFPA 72.
R31311 Alterations, repairs and additions.
When interior alterations, re ' rs or additions requiring a permi t occur, or when one or more steeping rooms are added or
created in existing dwellings Ptahle individual dwelling unit shall, provided with smoke alarms located as required for new
clweLtingsj the smoRe alarms �hat( be interconnected and hQrclloweired.
Exceptlons�
1. Smoke alarms in existing areas shaLL not lee required to be interconnected and hard wired where the alterations or
reu
wrs do not result in the re
glovalh,of interior wall, or ceiling fini!Wes ex
w,gosi structur unIe_As t
rg n&JI11et tefe is an altic,
cr space, or basement availa. e w ch could provide acce arcl n erconnect'.n wi-Inou he remova
of interior finishes.
2. Repairs to the exterior surfaces OF dwellings are exempt From the requirements OF this section.
R313.2 Power source.
In new construction, the required smoke alarms shall receive their primary power from the loultding wiring when such wiring
is served from a commercial source, and when primary power is interrupted, shall receive power from a battery. Wiring shall.
foe permanent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms shcLIL
be permitted to be bQtte r operated when installed in buildings without commercial power or in buildings that undergo
atterations, repairs or adlitions regulated by Section R313.1.1.
SECTION R319
PROTECTION AGAINST DECAY
R319.1 Location required.
In areas subject to decay damage as established lo�.Tabte R301.20), the Po((owinq Locations shalt require the use of' an
agroved species and grade of lumber, pressure tr ted in accordance with AWFA Cl, C2, C3, C4, C9, C15, C18, C22, C23, C24,
C , C31, C33, Pl, P2 (and P3, or clecay-resistant heartwood of redwood, black Locust, or cedars.
1, Wood joists or the bottom of' a wood structural I'Loor when closer than 18 inches (457 mm) or wood girders when closer
than 12 inches (305 mm) to the exposed ground in crawl spaces or unexcavateol area Located within the periphery of the
building foundation,
2. Ali wood framing members that rest on concrete or masonry exterior Foundation walls and are Less than 8 inches
(203 mm) from the exposed ground,
3. Silts and sleepers on a concrete or masonry sLab that is in direct contact with the ground unless separated from such
si by an impervious moisture barrier.
4. The ends of wood girders entering exterior masonry or concrete watts having clearances of Less than 0,5 inch (12.7 mm)
on -tops, sides and ends.
5 Wood siding, sheathing and wait framing on the exterior of a building having a Clearance of Less than 6 inches (152 mm)
From the ground.
6, Wood structural members supporting moisture -permeable floors or roofs that,are exposed to the weather, such as
concrete or masonry stabs, un ess separated from such floors or roofs by an impervious moisture barrier.
7. Wood Furring strips or other wood Framing Members attached directLy to the interior of exterior masonry watts or
conget? watts below gracle except where an approved vapor retarder is applied between the wall and the Furring strips
or rciming members.
R31911 Ground contact.
ALI wood in contact with thegrecund an' that supports permanent structures intended for human occupancy shail. be
approved pressure preserva treated wood suitable for ound contact use, except untreated wood may be used where
entirety below groundwater level or continuously submerged Pr)rfresh water,
R319.1.2 Geogrcphical. areas.
Approved naturallyuclurable or pressure preservatively treated wood shall be used for those portions of wood members
t at Form the str ctural. supports OF buildings, balconies, porches or similar permanent building appurtenances when such
members are exposed to the weather without adequate protection from 0, roof, eave, overhan or other covering that
would prevent moisture or water Qccumulation on the surface or at joints between members. Wepencling or) �occil experience,
g
.mb,
such rs may include:
1. Horizontal members such as girders, joists and decking.
2, Verticat. members such as posts, poles and columns.
3. Both horizontal. and vertical. members.
R31913 Posts, poles and columns.
Posts, poles nd cotumns supporting permanent structures that are embedded in concrete in direct contact with the
Proun or embedded in concrete exposed to the weather shalt be approved pressure preservatively treated wood suitable
ar ground contact use.
R319.1.4 Wood columns.
Wood columns shall be approved wood of natural decay resistance or approved pressure preservatively treated wood.
Exceptions:
1. Posts or columns which are either exposed to the weather or Located in basements or cettars, supported by piers or
metal
d a pedestals pro�ectlng I inch (25.4 mm) above the Floor or Finished grade and 6 inches (152 mm) above exposed earth,
or) re separated here from by an approved impervious moisture barrier.
2. Posts or, columns in enclosed crawl spaces or unexcavated areas located within the periphery OF the building, supported
oncrete pier or metal pedestal at a height greater than 8 inches (203mm) from exposed ground, are separated
bt4aecProm loy an impervious moisture barrier.
R319.2 Quality mark.
Lumber and plywood required to be pressure preser v ativel. treated in accordance with Section R319.1 shell. bear the quality
mark of an approved inspection agency that mairitai s t C 0 n �.l n u I n gt hsou i ;!on, testin and inspection over the quality of the
.pervis
Kroduct and that has been approved loy an accredirtlo ion body complies with t�e requirements of the American Lumber
anclQrcl Committee treated wood program,
R319.2.1 Required information.
The required quality mark on each piece of pressure preservativeLy treated Lumber or plywood shall contain the
fotLowin information:
'fication of the treating plant.
2, Type of preservative.
3. The minimum preservative retention.
4. En cl u se for which the product was treated.
5. Standard to which the product was treated.
6. Identity of the appr?v,ed Insrection agency.
7, The designation ?Dry,. I app icabLe.
Exception: Quality marRs on Lumber less than 1 inch (25.4 mm) nominal thickness, or Lumber less than nominal I inch b 5 inches
(25.4 mm loy 127 mm) or 2 inches by 4. inches (51 Min by 102 mm) or lumber 36 inches (914 mm) or Less in Length shall. ge applied
by stamping the Faces of exterior pieces or by end labeting not Less than 25 percent of the pieces of a bundled unit,
R319.3 Fasteners.
Fasteners for pressure preservative and fire-retarclant-treated wood shall, lee of hot -dipped galvanized steel, stainless
steel, silicon bronze or copper.
R32018
If a reqisterecl termiticide Formulated and registered as a wood treatment is used for subterranean termite prevention
Sections' R32011 through R320.1,6 do not %ppty. Ap�lication of the wood treatment terniticicle she[[ Ice as required by lciloiA
directions For use, and must be complete prior a Final building approval.
R320.2 Penetration.
Protective sleeves around Metallic piping penetrating concrete sLalo-on-gracle floors shalt. not be of cettutose-containing
materiats and, if soil treatment is used for subterranean termite protection, shcttl receive application of a termiticicle In
annular space between sleeve and pipe.
R320.3 C(eanin
Cells and caviRles in masonry units and air gaps loetween brick, stone or masorry veneers and the structure shall loe
cectned of all nonpreservative treated or ronrictturatty cluralole wood, or other ce[tuLose-containing material prior to
concrete placement.
ExceRtion; Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or clear
eart fill ptacebl in concrete masonry unit voics below stab tevel. before termite treatment is perFormecl.
R320 . 4 Concrete bearing Ledge.
Brick, stone or other veneer shall Ice supported by a concrete bearing Led e at (east equal to the total thickness of the
brick, store or other veneer, which is poured integrally with the concrete Po u nclation. Nonsu�ipl.emental concrete Foundation
pours which will create a hidden cold joint shati. Ice used without supplemental. treatment I t e foundation unless there is
an approved physical barrier. An approved physical barrier shall also be installed from below the wall sit( plate or first
block course horizontoLLLy to embed in a Mortar int, If masonry veneer extends below gracle, a termite protective
treatment must be applied to the cavity createclo between the veneer and the foundation, in Lieu of a physical barrier,
Exception: Veneer supported by a shelF angle or Lintel secured to the foundation sidewa(L in accordance with ACI 530/ASCE
5/TMS 402, provided at Least a 6-inch (152 mm) clear inspection space OF the foundation siclewQIL exterior exist between
t% venee� and jth� �op cp.f apA uit, socl nuich c�- otqer _k, apron, porch, walk or any
I UCTSp
a er wor imme id e y a jace o or adjoining he s r ?Ic Landscaping component, dec
R320.5 Pressure preservatively treated and naturatt. resistant wood,
Heartwood of redwood and eastern red cedar shial.l. ge considered termite resistant. Pressure preservQtivety treated wood
and naturally termite-resistQnt wood shall not Ice used as c. physical loQrrier unless a barrier can Ice inspected for any
termite shelter tubes around the inside and outside edges and joints of a barrier.
R320.5.1 Field treatment.
Field cut ends, notches and driliecl holes of pressure preservativeLy treated wood shalt be retreated in the Field in
accordance with AWPA M4.
R320.6 Foam pi C �rotection.
Extruded and qxpan ed polystyrene
), poLyisoganurate and other foam plastics shalt not be installed on the exterior face
or under interior or exterior Foun ation wal. s or sLalo Foundations Located below grade. The clearance between Foam
plastics instatLecl above gracle and exposed earth shell. be at (east 6 inches (152 Min).
Exce
1. Buiptions:
it clings where the structural members a watts, floors, ceilings and roofs are entirely of noncombustible materials or
pressure preservatively treated wood.
2. When in addition to the requirements of Section R320.1, an approved method of protecting the PoQm plastic ancl
structure from subterranean termite damage is provided,
3. On the interior side OF basement watts.
R32211
ALL new single-Famity houses, duplexes, triplexes, condominiums and townhouses shall provide at least one bathroom, Located
maximum possilo(e privacy, where bathrooms ore provided on habitcloLe grade levels, with Q door that has a 29-inch (737 mm)
clear open in However, if only a toilet room is provided (it grade Level, such toilet rooms shall have a clear opening of
not Less thg� 29 inches (737 mm).
FOUNDATIONS SECTION R401
Exceptions:
R401.1 Application.
The provisions of this chapter shaR control the design and construction of the foundation and foundation
�paces For c(l buitoli n qs.
wood foundations shall be designed and installed in accordance with AF&PA Report No. 7 (see Section R301.211).
L The provisions of this chapter shall, be permitted to be used for wood foundations only in the
-Following situations:
1A. In loultdings that have no more than two Floors and a roof.
1,2. When interior basement and foundation wall�s are provided at intervals not exceeding 50 feet.
2. In addition to the provisions of this chapter, the deslqn and construction of foundations in areas
prone to Flooding shall meet the provisions of Section _R323,
3, Buildings and structures located within the High-Vetocity Hurricane Zone shalt comply with the
provisions of Chapter 44
R 4 01.2 Requirements,
Foundation construction shQU be capable of accommodating all Loads according to Section R301 and of
transmitting the resulting Loads to the supporting solt. Fill soils that support footings and foundations
shalL be designed, installed and tested in accordance with accepted engineering practice, Gravel fit( used as
footings For wood and precast concrete Foundations shaLL comply with Section R403
R401.3 Drainage.
Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so
as to not create a hazard, Lots shatL be graded so as to drain surface water away Prom Foundation wa(Ls,
The grade away from foundation watts shal.l. fall a minimum of 6 inches (152 mm) within the First
10 feet (3048 mm).
Exception: Where Lot Lines, watts, slopes or other physical barriers prohibit 6 inches (152 mm) of fati, within
10 feet (3048 mm), drains or swaLes shalt, be provided to ensure ensure drainage away from the structure,
R401.4 Soll. tests.
In areas Likely to have expansive, compressible, shifting or other unknown soll, characteristics, the buitcling
oPficiat shall. determine whether to require a soil test to determine the soit?s characteristics at a particular
location. This test shall be made by an approved agency using an approved method,
R401,41 Geotechnical. evaluation.
In Lieu of a complete geotechnica[, evaluation, the toad-loearing values in ToLlote R401.4,1 shall, be assumed,
TABLE R40i.4.1
PRESUMPTIVE LOAD -BEARING VALUES OF
FOUNDATION MATERIALS LOAD -BEARING PRESSURE
CLASS OF MATERIAL
<pounds per square foot) 12,000
CrystaILI.Ine bedrock 4,000
Sedimentary and foillated rock 3,000
Sandy gravel and/or gravel (GW and GP)
Sand, silty sand, cLayey sand, silty gravel and clayey gravel 2,000
(SW, SP, SM, SC, GM and GC)
Clay, sQndy clay, silty cIQy, clayey silt, siLt and sandy sitt 1,500 lo
(CI, ML, MH and CH)
For SI: 1 pound per square foot = 0.0479 kN/m 2
a. When soil tests ore required loy Section R401,4 , the attowabLe bearing capacities of the so!( shatt loe part
of the recommendations,
b, Where the buildino officicl. determines th�t in-ptace soils with an allowable begring ci�tp%city of less than
1,5,1 Psf
r !�-,,e 1i eLy to be present at he site, the oLLILowabLe bearing capacity sha e determined by a
��oi s nves 19a ion.
R401.5 Compressible or shifting soil.
When top- or sulosoRs are compressible or shifting, such soils shaill. loe removed to a depth and width
sufficient to vsure stable moiF?ture content in each active zone and shatill not be used as fill. or Stabilized
within each ac ive zone by chemical, dewatering, or presaturation.
SECTION R403
FOOTINGS
R403.1 Generat,
All exterior walls shaIL be s�gportecl an continuous solid f tl ted masonry or concrete F,qotin
or cps, wood fouZ�ions
�,,&yrdes,Qn to accommo?pfrall I,
propther approved structur I systVms which shalt. Oe 9F suf4 C Loa s a cording to Sec ion
3 and to transmit the resulting clads to the scit within the Limitciticr-s as determine om the character of the scit.
Footings shalt be supported on undisturbed natural solts or engineered fill.
R40311 Minimum size,
Minimum sizes for concrete and masonry footin s shalL be as set Forth in Table R403.1 and Figure R403.10). The FOOtingt width,
W she[[ be based on the toad -bearing valu.e op the soil in accordance with Talote R401.41 Spread footings shall, be at east
6'inches (152 mm) in thicknp�,.Ftqotinq prodections, P, shalt Ice at least 2 inches (51 mm) and shaU not exceed the thickness
.F 3
the footing. The size ngs supp rting piers and columns shalt be based on the tributary Load and aLLowalote soil
in accordance with Table R401.4.1. Footinqs for wood foundations shall be in accordance with the details set Forth in
Section R403.2, and Figures R403.1(2) and R403.10).
R40314 Minimum depth.
At[ exterior footings shalt Ice placed at Least 12 inches (305 mm) below the undisturbed ground surface.
Y403.t.5 Slope.
to
.2 surface of footinys shff.L( be Level. The loottom surface OF footings shaill. not have a slope exceeclin one unit
verti L I r) 10 units horizon at (I -percent slope). Footings shall. be stepped where it is necessary to change 9the elevation
of the top surface of the footinas or where the slope of the bottom surface of the footings wit( exceed one unit
vertical in ten units horizontal (10 percent slope).
R40316 Foundation anchorage,
When braced wall panels are supported directly on continuous foundations, the wall wood siLL plate or cold -formed steel
bottom track shall he anchored to the Foundation in accordance with this section.
The wood sole plate at exterior walls �Ithic stalas and w�od silt pt.Tte shall be anchored to the founclqtiori with
anch2r, 10 It Cl CL Maxim mm) on centtr here she L Ice a minimum OF two loolts per plate section with
tr of 6 L
P a 12 inches (305 mm) or ess ha seven looLt diameters From each end of the ptate section.
one a t %CsAec�cneot more n n
Botts shoLLL Ice at Least �6 inch (12,7 mm) in diameter and shall extend a minimum of 7 inches (178 mm) into masonry or
concrete. Interior bear in at( sole plates on monolithic stab foundations shalt. be positively anchored with approved
fasteners, A nut and w1i.&;e`r shalt be tiQhtened on each ott to the plate. SiLLs and sole plates shat( loe protected against
decy �rid ti�rmltes whi�e r ired Icy SL5�tiorp R3�9 and MO. Cqtd-forr�,ed $tee� sg�ST.T. sh.J oe fastened to the
woo sl t Plates or anc . e(Mirectly to he ounciation as required in Section 50 . .1 r
Exce5tion:
Foun ation anchor straps, spaced as required to provide equivalent anchorage to !4-inch-diameter (12.7 mm) anchor bolts.
R40317 Footings on or adjacent to slopes.
The placement of bulletin s and structures on or ad'acent to slopes steeper than I. unit vertical in 3 units horizontal
(33.3-percent slope) s0l, conform to Sections R403Y.71 through R403.1.7,4,
R403.1.7.1 Building clearances from ascending slopes,
In generai buildings below slopes shall. be set Q suFficient distance From the slope to provide -protection from sto e
cIr alrage, erosion and shallow Failures. Except as provided in Section R403.1,7,4 and Figure R4Q3.1.7.1, the Following criyeria
wilt be assumed to provide this protection Where the existing slope is steeper than one unit vertical in one unit horizontal
�100-pFrgnt sl.oip�?), the toe OF the slope shQ(L be ' be at the inter ec�ticn o-Fea hor onto( ?,Lcne drown Prom the
-cop b t e Foundation and a plane drawn tangent taps stuhe cis Itoope at an an L ofs 4 cl re s (0.7� red) o the horizontal.
Where a retain' LL I structed at the 'toe of the slope, the heighR'of the sld�e shall. be measured from the top
'TR we' ')Pt'ge slope,
of the wall to t e top c
R403.1.7.2 Footing setback from descending sto e surfaces.
Footings on or adjacent to slope surfaces s%lt lee founded in mQterioL( with an embedment and setback from the slope
surface sufficient to provi ertica and L erat su art F?,r the Footinq without detrimental settlement. Except as
rovided 1,,,r in S ection R4017V4 and iF V1403.1.7.1, Ppiofoltowin to meet the criteria, Where
P 7 -lot, projected the toe of the slope,
-)ntcLp jgtloaclZ is deemed adequate
Pthe slope tee er than one unit verticat in one unit r 0 )ercent slope) the requ.,red setback shatt be
J
measured Fr.m a n imaQinarX plane 45 degrees (0.79 red) to the horizon upward
R 4 0 3.1.7.3 Foundation e(evation.
On qraclecl sites, the top of any exterior founclation shatt.extend above the elevation of the street cutter at point of
clisc'harqe� or the inlet of an approved drainage device ck minimum of 12 inches (305 mm) plus 2 percent. Alternate elevations
are per m[ttiFold pu.�Aect to the approval of thZ�ub u itcling official provided it cp�n n Ice 0 clem nstratecl that required drainage to
the point a Isc arge and away from the str cture is provided at at( Locatio s n t e site,
R40317,4 Alternate setback and clearances.
Alternate setbacks and clearances are permitted, subject to the approval of the building oPP!c!cL(, The building official is
permitted to require an Investiqation and recomm6nolation of a qualified engineer to clemonstrate that the intent of this
section has been 5atisfiecl. Such an investigation shall include consideration of material, height of slope, slope gradient,
toacl.intens%.ancl erosion characteristics of slope material.
R403 1,8 Foun tions on expansive soils.
Foundation and floor stabs for buildings Located on expansive scils shall loe designed in accordance with Section 1805.8
OF the Florida Building Code, Building.
Exception: Stalo-or-grouncl and other foundation systems which have performed acle uateLy in soil conditions simitar to those
b LI
encountered at the buitcling site are permitted subject to the approval of the I ding official.
R40318.1 Expansive soils classiFications.
�oits Mee ing all four of the Fotlov�inpclprovisions shalL Ice considered expansive, except that tests to show compliance with
tems 1, � and 3 shQIL not be requi r f the test prescribed In Item 4 is conducted:
1. Plasticity Index (PI) of 15 or greater, determined in accordance with ASTM D 4318.
2. More than 10 percent of the sci L partic I es pass a No. 200 sieve (75 mm), determined in accordance with ASTM D 422.
3. More than 10 percent of the soil particles (ire Less than 5 micrometers in size, determined in accordance with ASTM D 422,
4. Expansion index greater than 20 , determined in accordance with ASTM D 4829.
R403,2 Footings for wood foundations,
Footings For wood Foundations shall be in accordance with Figures R403,1(2) and R403,10). Gravel. shall. Ice washed and well
�racle The maximum size stone shalt not exceed ? inch (19.1 mm>. Gravel shot( loe Free From or.ganic, ctQyey or silty soils,
and shall be coarse, not smatter than 1/16-irch (1.6 mm) veins and shaR be Free from organic, clayey or silty soils.
rushed stone shalt have a maximum size of X inch <12.7 m
R404.4.6 Reinforcing steel.
R404.4.6.1 Ger)erQL.
Reir)Porcinyi steel shall meet the �Irements of ASTM A 615, A 706 or A 996. The minimum yield strength of reinforcing steel
�7
�ho,Lt 000 ?,si (Grade 41�) L( t�M OL). vg�lcat an�thorizontcil. wall rVinforcgents shcAL �e pl,a,�ecl no closer to the ou�sicle
a e wall t ic ress. eel. reinforcemen f or
e t ounclation wal. s she I have concrete cover in
ac �F, hlewlgl. A L
acco a ce
Exception: Where insulated concrete forms are used and the form remains in place as cover for the concrete, the minimum
concrete cover for the reinforcing steel is permitted to be reduced to ? inch (19,1 mm).
R404.4,6.2 Horizontal reinforcement.
When vertical reinforcement is required, ICF Foundation watts shatl have horizontal reir)Porcement in accordance with this
section, ICF Pouridation watts up to 8 Peet �2438 mm) in helqht shall have a minimum of one continuous No. 4 horizontal
reinForcing bar placed at 48 inches (1219 mm) on center with one bar Located within 12 inches (305 mm) oP the to
of the
wall. st ICF founclation watts greater than 8 feet (2438 mm) in height shall have a minimum of one continuous o. 4
"Or
horizontaf reinforcing bar placed at 36 inches (914 mm) on center with one bar located within 12 inches (305 mm) of the
top of the wall story,
R404.4.6,3 Wall openings.
Vertical wait reinforcement required loy Section R404.4.2, R404.4.3 or R404,4.4 that is interrupted by wall openings shQLL have
additional. vertical reinforcement of the same size placed within 12 inches <305 mm) of each side of the opening.
R40415 Foundation wall thickness based on walls supported,
The thickness of concrete and masonry foundation wells shaU not be Less than the thickness of the wall supported, except
that foundation watts OF at Least 8-inch (203 mm) nominal, thickness shalt loe permitted under brick -veneered Frame watts and
under 10-inch-wide (254 mm) cavity walls where the total heiqht of the wait supported, including gables, is not more than
20 feet (6096 mm), provided the requirements of Sections R40411 and R404.1.2 are met.
R40415,1 Pier and curtain we,(( Foundations,
Pier and curtain wall foundations shatt be p ei�,mittecl to be used to support Light-frQme construction not more than two
stories in height, provided the following requ," ments are meti
1. ALL toad -bearing walls shall be placed on continuous concrete footin
bgs placed integrally with the exterior wall. footings.
L
2, The minimum actual thickness of a locid-bearinq masonry watt shell not Less than 4 inches (102 mm) nominal or
23/8 inches (92 mm) actual thickness, and shall, Ice boncled integrally with piers spaced in accordance with Section R606.8.
3. Piers shot( be constructed in accordance with Section R606.5 and Section R606.5.1, and shalt Ice loorclecl into the
(oad-bearing masonry wait in accordance with Section R60811 or Section R608.112.
4. The maximum height of a 4-inch (102 mm) load -bearing masonry Foundation waLL supporting wood framed watts and floors
shalt not loe more than 4 Feet <1219 mm) in height,
5. AnThoragF�alll be in accorclance with R403.1.6, Figure R404.1.50), or as specified loy engineered design accepted loy the
bu ing Icia .
6. The unbalanced Fitt For 4-irich (102 mm) Foundation wells shalt not exceed 24 inches (610 mm) For solid masonry or
12 inches (305 mm) for hollow masonry,
7. Reserved.
R406.3.2 Below gracle moisture barrier.
A 6-mit-thick (0.15 mm) polyethylene FILM shalt be applied over the betow-grotcle portion of exterior foundation walls prior to
backfilling, Joints in the polyethylene film shall, be Lapped 6 inches (152 mm) and seated with adhesive. The top edge of the
PoVeth�lene Pitm shall, lee boncled to the sheathinp, to form � s ce. FILM areas at acle level shall Ice pro ecUd fr
I, Ir
me hani at damage and exposure by a pressure p eservative r ated Lumber or KLywood s rip attached Ao e waTseveraL
inches �Ioove finish grario level an� extenclin8 �pproximatT� in�7hes (�29 mm) VI.ow grade. 11he joint between th� strip and
the waL shaLl. be �d Full leng h prior t astening e strip to he wall. ther coverings appropriate to t e
architectural treatment May also Ice used. The polyethylene Film shall extend clown -to the bottom of the wood footing plate
lout shalt not overlap or extend into the gravel. or crushed store footing.
SECTION R408
UNDER-FLDOR SPACE
R408,1 Ventilation,
The uncler-fLoor space between the bottom of the fLoor joists and the earth under any building <except space occupied
by a basement or cellar) shQLL be provided with ventilation openings through foundation watts or exterior watts. The minimum
net area of ventilation openings shottl. not be less than 1 square foot for each 150 square feet (0.67 m2 for each 100 m2)
of uncler-fLoor space area, One such ventilating opening shall, be within 3 feet (914 mm) of each corner of said loulLding,
R408.2 Openings for uncler-ftoor ventilation.
The minimum net area of ventiLatio h It not be Less than 1 square foot (0.0929 m2) for each 150 square feet
(100 m2) of under-Ficor space arerlQ.Odneeninsguschsvckentitating opening shall be within 3 Feet (914 mm) of each corner of the
loultaling, Ventilation openings shall be covered for their heiRht anomwidth with any of the following materials provided that
the Least dimension of the covering shalt not exceed X inc (6 4 m ):
1, Perforated sheet Metal plates not Less than 0.070 inch (1,8 mm) thick.
2. Expanded sheet metal plates not less than 0,047 inch (1.2 mm) thick,
3. Cast iron grills or grating,
4. Extruded toad -bear brick vents.
5. Hardware cloth of '�nhti inch (0.89 mm) wire or heavier.
6. Corrosion- re si s tant wire mesh, with the Least dimension being 1/8 inch <3.2 mm),
Exceptions:
1. Where warranted by climatic conditions, ventilation openings to the outdoors are not required if ventilation openings
to the interior are provided.
2. The total area of ventilation o enings ay b , reduced to 1/1500 of the under-Ptoor area where the ground surface is
m L
ter
treated with an approved vapor re er material and the required openings are placed so as to provide cross-ventitcition
of the s ace. The Installation of operable Louvers shalt not loe prohibited.
3. Uncle Pico r spaces used as supply plenums for distribution of heated and coated air shalt comply with the
require m ents of Section M1601.9.
4. Ventilation openings are not required where continuously operated mechanical ventilation is provided at a rate of 1.0 cfm
(10 m2) for eoc 50 square feet (1.02 L/s) of under-Ploor space Floor area and ground surface is covered with an
approved vapor retarder material,
5. Ventilation openip t required when the ground surface is covered with an approved vapor retarder material, the
tr are no
space Is supplied w cand tioned air and the perimeter walls are insutated to R-5 for North Florida, R-4 for Central.
Florida and R-0 for South Florida.
R408.3 Access.
Access shall be provided to all uncler-PLoor spaces. �ccess openings through the Floor shall be Q minimum of 18 inches by
24 inches (457 mm by 610 mm). Openings through a perimeter watt shall, be 16 inches by 24 inches (407 mm loy 610 mm). When any
portion of the through wait access is below grade, an areaway of not Less than 16 inches loy 24 inches (407 mm by 610 mm)
she((. be provided. The bottom of the areaway shot[ Ice below the threshold of the access opening. Through wait access
openin s shalt not Ice located under a door to the residence, See M1305.1.4 for access requirements where mechQniccLL
equipmpnt is located under floors.
SECTION 1911
MINIMUM SLAB PROVISIONS
1911.1 General.
The thickness of concrete floor slabs supported directly on the ground shQ(L not be less than 31/2 inches (89 mm)
A 6-mil. 10.006 inch (152 mm)] polyethylene vapor retarder with joints lappecl not Less then 6 inches (152 mm) shalt be placed
between the base course or subgrade and the con-ete Floor stab, or other approved equivalent methods or materials shalt be
used to retard vapor transmission through the Ftcc-,- slab.
Exception: A vapor retarder is not required:
1. For detached structures accessory to occupancies in Group R-3 as applicable in Section 101.2, such as garages, utility
buildings or other unheated Facilities.
2. For unheated store, e rooms having an area of Less than 70 square feet (6,5 m2) and carports attached to occupancies
in Group R-3 as applylcablle in Section 101,2,
3, For buildings of other occupancies where migration of moisture through the slab from below will not Ice cletrimentaL to
the intended occupancy of the ouiLcling.
4. For driveways, wai patios and other flatwork which will not be enclosed at a later date.
5. Where approved based or) Local site conditions,
1911.2 Joints.
Concrete stabs on ground shc,(L be provided with joints in accordance with ACI 224.3R or other approved methods, Joints shalt
be designed by an architect or engineer.
Exceptioni Joints are not re !red in unreinforced plain concrete stabs on ground or In slabs for one- and two-family
dwellings complying with one oV the following:
1. Concrete slabs on ground containing synthetic Fiber reinforcement. Fiber Lengths and closage amounts shaLl comply with
one of the following
(1) Fiber lengths shall Ice 112 inch to 2 inches (13 to 51 mm) in Length. Dosage amounts shall Ice from 0,75 to 1.5 pounds per
cubic ard (0.45 to 0.89 k9/m3) in accordance with the manufacturerls recommendations. S n thetic fibers shalt comply with
ASTM � 1116, The Manufacturer or supplier shaiL provide certlPication of comptio,nce with A�TM C 1116 when requested by the
building oFFicial.; or,
(2) FiberolenTth,.shaLLuberfrom 1/2,inch to 2 inches (13 mr) to 51 mm) in length, monofitament or fibritlated. Dosage amounts shalt
be from .5 o 5 po ncl , per culoc yarcl (0.30 to 0.89 kg/m3) to achieve minimum 40 percent reduction of plastic shrinkage
cracking of concrete versus a control mix in accordance with ICBO AC32. Ind encient test results usin,� minimum six (6) test
wt "N A32. Synthetic f1be r s
specimens shaR be provided to the building offlciat showing compliance 1 In ICB t comply with ASTM C1116,
Paragraph 413, T�pe III, The manufacturer or supplier shall, provide certification of compliance with ASTM C1116 when requested
by building of-Ficia .
2. Concrete slabs on Q�ourd containing 6x6 Wi.4 1 W1.4 welded wire reinforcement fabric located in the middle to the upper
one-third OF the slab. welded wire reinforcement Fabric shcAL lee supported with approved materials or supports at spacings
to exceed 3 feet (914 mm) or in accordance with the manufacturer?s speci-Ficcitions. Wetcled plain wire reinforcement fabric for
concrete shQLL conform to ASTM A 185, Standard Specification for Steel Welded Wire Reinforcement Fabric, Plain, for
Concrete ReIrForcement,
V
R502.1 Identification.
Load -bearing dimension lumber for joists, beams and girders shall be identified by a rode mark of a lumber grading or
inspection agency that has been appproved by an accreditation body that complies with DOC PS 20, In lieu of a grade mark,
a certificate of Ins ection issued b a lumber radin or ins ection a enc meetin the re uirements of this section shall
be acceppted, p y g g p g y g q
R502,1.1 Preservatively treated lumber.
Preservatively treated dimension lumber shall also be identified as required by Section R319.1.
R502.1.2 Blocking and subflooring.
Blocking shall be a minimum of utility grade lumber. Subflooring may be a minimum of utility grade lumber or No. 4 common
grade Taoards.
R502.1.3 End-JJointed lumber.
Ap ,roved end- ointed lumber identified to a grade mark conforming to Section R501.2 may be used interchangeably with
so 16-sawn memk�ers of the same species and grade.
R502,1.4 Prefabricated wood I -joists,
Structural capacities and design provisions for prefabricated wood I- joists shall be established and monitored in accordance
with ASTM D 5055.
R5021.5 Structural glued laminated timbers.
Glued laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D 3737.
R502,2 Design and construction.
Floors shall be designed and constructed in accordance with the provisions of this chapter, Figure R502.2 and Sections
R319 and R320 or in accordance with AF&PA/NDS.
R502.2.1 Decks.
Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and
designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of
toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified
during inspection, decks shall be self-supporting. For decks with cantilevered framing members, connections to exterior
walls or other framing members, shall be designed and constr cted to resist uplift resulting from the full live load
specified in Table R30T 5 acting on the cantilevered portion of the deck.
R502.3 Allowable joist spans.
Spans for floor joists shall be in accordance with Tables R502,3.10) and R502.3.1(2). For other grades and species and for
o her Loadin conditions refer t the AF PA an Tabl s f r i n f r.
t g o & Sp e o Jo sts a d Ra to s
R502.3.1 Sleeping areas and attic joists.
Table R502.3.1(1) shall be utilized to determine the maximum allowable span of floor oists that support sleepingg areas and
attics that are accessed by means of a fixed stairway provided that the design live load does not exceed 30 psf
(1.44 kN/m2) and the design dead load does not exceed 111 psf C0.48 kN/m2). The allowable span of ceiling joists that support
attics utilized for limited storage or no storage shall be determined in accordance with Section R802.4.
R502.3.2 ❑ther floor joists.
T bl R502.3,1(2) shall be utilize e ermine h maximum tow e s n f f r i h r ll, r f h
a e d to d t t o a l abl pn o loo Jo sts tat suppo t o a eas o t o
building, other than sleeping and attics, Provided that the design live load does not exceed 40 psf (1.92 kN/m2) and the
design dead does not exceed 10 psf (0.48 kN/m2).
R502.3.3 Floor cantilevers..
Floor cantilever spans shall not exceed the nominal depth of the wood floor joist. Floor cantilevers constructed in
accordance with Table R502.3.3(1) shall be permitted when supporting a light -frame bearing wall and roof onlyy. Floor
cantilevers supporting an exterior balcony are permitted to be constructed in accordance with Table R502.;3.3(2).
R502.5 Allowable girder spans.
The allowable sppans of girders fabricated of dimension lumber shall not exceed the values set forth in Tables
R502.5(1) and R502.5(2).
R503.1 Lumber sheathing.
Maximum allowable spans for lumber used as floor sheathing shall conform to Tables R503,1, R503.2.1.1(1) and R503.2.1.1<2).
R503.1.1 End joints.
End joints in lumber used as subflooring shall occur over supports unless end -matched lumber is used, in which case each
piece shall bear on at least two joists. Subflooring may be omitted when joist spacing does not exceed 16 inches (406 mm)
and a 1-inch (25.4 mm) nominal tongue -and -groove wood strip flooring is applied perpendicular to the joists.
SECTION R506
C❑NCRETE FL❑❑RS C❑N GR❑UND)
R506.1 General
Concrete slab -on -ground floors shall be a minimum 3,5 inches (89 mm) thick (for expansive soils, see Section
R403.1:8 ), The specified compressive strength of concrete shall be as set forth in Section R402,2
R506.2 Site preparation,
The area within the foundation walls shall have all vegetation, top soil and foreign material removed.
R506.2,1 Fill.
Fill material shall be free of ve etation and foreign material. The fill shalt be compacted to assure uniform
support of the slab, and excep where approved, the fill depths shall not exceed 24 inches (610 mm) for
clean sand or gravel and 8 inches (203 mm) for earth,
R506.2.2 Base.
A 4-inch-thick (102 mm) base course consisting of clean graded sand, gravel, crushed stone or crushed
blast -furnace slag passing a 2-inch (51 mm) sieve shalt be placed on tine prepared subgrade when the slab
is below grade,
Exception: A base course is not required when the concrete slab is installed on well -drained or sand -gravel
mixture soils classified as Group I according to the United Soil Classification System in accordance with
Table R405.1 ,
R506,2.3 Vapor retarder,
mi in h; 1 2 m h n r r v v r r r r wi h in l ed n t less than
A 6 l (0,006 c , 5 N ) polyet yle e o app o ed apo eta de t jo is app o
6 inches (152 mm) shall be placed between the concrete floor slab and the base course or the prepared
subgrade where na base course exists.
Exception: The vapor retarder may be omitted:
1, From garages, utility buildings and other unheated accessory structures.
2. From driveways, walks, patios and other flatwork not likely to be enclosed and heated at a later date.
3, Where approved by the building official, based on local site conditions,
R506.2.4 Joints.
Concrete slabs on ground shall be provided with joints in accordance with ACI 224.3R or other approved
methods, Joints shall be designed by an architect or engineer,
Exception: Joints are not required in unreinforced plain concrete slabs on ground or in slabs for one- and
two-family dwellings complying with one of the following:
1. Concrete slabs on ground containing synthetic fiber reinforcement. Fiber lengths and dosage amounts
shalt comply with one of the following
(1) Fiber lengths shall be 34 inch to 2 inches (13 to 51 mm) in length. Dosage amounts shall be from
0.75 to 1.5 ounds er cubic and (0.45 to 0.89 k /m 3) in accordance with the manufacturer?s
rehc�mmendations, Sgtl ietic fibers hall coMp ly ASTMM C 1116. The mgAfactU er or suppl,,efr,
s all provide certi Ica ion of comp :ante with A+ C 116 when reques e by�ie building o Icialj or,
(2) Fiber length shall be from X inch to 2 inches (13 mm to 51 mm) in ten th monofilament or fibrillated.
Dosage amounts shall be from 0,5 to 1.5 pounds per cubic yard (0.30 o d.89 kg/m 3 ) to achieve
minimum 40 percent reduction of plastic shrinkage cracking of concrete versus a control mix in
accordance with ICB❑ AC32, Independentt test results using minimum six (6) test specimens shall be
4rovided to the c m Hance with ICB❑ A32 S nthetic fiber shalt compl with ASTM C;1116 Paraggra h
,1,3, Type III. Thepmanufacturer or supplier shall provide certification of compliance with AJTMpC1116
when re ested b buildin official.
2. Concrete s�Nos on grYound cd�ntaininqq 6x6 W1.4 X W1.4 welded wire reinforcement fabric located in the
middle to the u er one-third of tFie slab. Welded wire reinf r ement fabric shall be su orted with
a roved materialls or su orts at s acin s not to exceed f let C914 mm) or in accordpance with the
manufacturer"s specificatiions. Weldedpplaing wire reinforcement fabric for concrete shall conform to
ASTM A 185, Standard Specification for Steel Welded Wire Reinforcement Fabric, Plain, for Concrete
Reinforcement ,
R602.1 Identification.
Load -bearing dimension lumber for studs, plates and headers shall be identified b a grade m rk of a lumber �radinq
or inspectiont agency thFhat has been approved by an accreditation body that complies with DO� PS 20. In lieu o a g ode
section certificaa1on ofednspection issued by a lumber grading or inspection agency meeting the requirements of this
R602.L1 End- jointed lumber.
A roved end-�'Iointed l tuber identified by a rod mark conforming to Section R602.1 may be used interchangeably with
sg�d-sawn memKsers ofhe same species and �rac�e,
R602.1.2 Structural glued laminated timbers.
Glued laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D 3737.
R602.3.1 Stud size, height and spacing.
The size, height and spacing of studs shall be in accordance with Table R602.3<5).
Exceptions
1, Utility grade studs shall not be spaced more than 16 inches (406 mm) on center, shall not support more than a roof and
ceiling, and shall not exceed 8 feet (2438 mm) in height for exterior walls and load -bearing walls or 10 feet (304e mm)
for interior nonload-bearingg walls.
2, Studs more than 10 feet <3048 mm) in height which are in accordance with Table R602.3,1.
R602.10 Wall bracing.
All exterior walls shall be braced in accordance with this section. In addition, interior braced wall lines shall be provided
in accordance with Section R602.10,1.1.
R602.10.3 Braced wall panel construction methods.
The construction of braced wall panels shall be in accordance with one of the following methods:
1. Nominal 1-inch by 4-inch (25.4 mm by 102 mm) continuous diagonal braces let in to the top and bottom plates and the
intery nin studs or ap roved metal strap cl vices in tapedd in accord e with the manufacturer?s specif tions. The
let -in ebra ing shall be aced at an angle no more than , degrees ��c6 rod) or less than 45 degrees (b 3 rad) from
the horizontal.
2. Wood boards of 5/8 inch (15.9 mm) net minimum thickness applied didggonall on studs spaced a maximum of 24 inches (610 mm).
Diagonal boards shall be attached to studs in accordance with Table R60y2,3(1),
3, Wood structural panel sheathing with a thickness not less than 5/16 inch (7,9 mm) for 16-inch (406 mm) stud spacing and
and not less ,than 3/8 incCh (S..5 mm) for 24-inch (610 mm) stud spacing. Wood structural panels shall be installed in
accordance with Table R602.3( ).
4. One -half -inch (12.7 mm) or 25/32-inch (19.8 mm) thick structural fiberboard sheathing applied vertically or horizontally on
on studs spact�d a maxll6u0r� i)16 inches <406 mm) on center. Structural fiberboard sheathing shall be installed in
accordance wl Table KK
5. Gypsum board with minimum %-inch (12.7 mm) thickness placed on studs spaced a maximum of 24 inches (610 mm) on center
and fastened at 7 inches (178 mm) on center with the size nails specified in Table R602.3(1) for sheathing and
Table R702.3.5 for interior gypsum board.
6. Particleboard wall sheathing panels installed in accordance with Table R602.3(4)
7. Portland cement plaster on studs spaced a maximum of 16 inches (406 mm) on center and installed in accordance with
8. Hardboard panel siding when installed in accordance with Table R703.4.
Exception: Alternate braced wall panels constructed in accordance with Section R602.10.6 shall be permitted to replace any
of the above methods of braced wall panels.
Section R703.6.
R602,4 Interior load -bearing walls.
Interior load -bearing walls shall be constructed, framed and fireblocked as specified for exterior walls.
R606.13 Beam supports.
Beams, girders or other concentrated loads supported by a wall or column shall have a bearin of at least 3 inches <76 mm)
in length measured parallel to the beam upon solid masonry not less than 4 inches (102 mm) in thickness, or upon a metal
bearing plate of ode uate design and dimensions to distribute the load safely, or upon a continuous reinforced masonry
member projecting not less than 4 inches <102 tutu) from the face of the wall.
R606.13,1 Joist bearing.
Joists shalt have a bearing of not less than 1Xinches (38 mm), except as provided in Section R606.13, and shall be
supported in accordance with Figure R606.10<1).
SECTION R607
UNIT MASONRY
R607.1 Mortar.
Mortar for use in masonry construction shall comply with ASTM C 270. The type of mortar shall be in
accordance with Sections 607.1,1 and R607.1.2 and shall meet the proportion specifications of Table R607.1
or the property specifications of ASTM C 270.
R607.1.1 Foundation walls.
Masonry foundation walls constructed as set forth in Tables R404.1.10) through R404.1.1(4) and mortar shall
be Type M or S.
R6071,2 All other masonry,
Mortar for masonry serving as the lateral -wind -force -resisting system shall be Type M, S or N mortar.
TABLE R607,1 Refer to table for Mortar Proportions
R607.2 Placing mortar and masonry units.
R607.2.1 Bed and head joints.
Unless otherwise required or ind icated on the project drawings, head and bed joints shall be 3 / 8 inch
(9.5 mm) thick, except that the thickness of the bed joint of the starting course placed over
foundations shall not be less than '/, inch (6,4 mm) and not more than ? inch <19.1 mm),
R607,2.1.1 Mortar joint thickness tolerance,
Mortar joint thickness shall be within the following tolerances from the specified dimensions:
1. Bed joint: + 1 / 8 inch (3.2 mm).
2. Head joint: i/, inch (6,4 mm), + 3 / 8 inch (9,5 mm),
3. Collar joints: `/+ inch (6.4 mm), + 3 / 8 inch (9.5 mm).
Exception: Nonload-bearing masonry elements and masonry veneers designed and constructed in accordance
with Section R703,7 are not required to meet these tolerances.
R607.2.2 Masonry unit placement.
The mortar shall be sufficiently plastic and units shall be placed with sufficient pressure to extrude
mortar from the joint and produce a tight joint.
Deep furrowing of bed joints that produces voids shall not be permitted. Any units disturbed to the extent
that initial bond is broken after initial placement shall be removed and relaid in fresh mortar. Surfaces to
be in contact with mortar shall be clean and free of deleterious materials.
R607.2,2.1 Solid masonry.
All solid masonry units shall be laid with full head and bed joints and all interior vertical joints that are
designed to receive mortar shall be filled,
R607.2.2.2 Hollow masonry.
For hollow masonry units, all head and bed joints shall be filled solidly with mortar for a distance in from
the face of the unit not less than the thickness of the face shell.
R607,3 Installation of wall ties.
The installation of wall ties shall be as follows:
1, The ends of wall ties sh all be embedded in mortar joints. Wall tie ends shall engage outer
face shells of hollow units by at least :4 inch (12,7 mm),
Wire wall ties shall be embedded at least 1M inches (38 mm) into the mortar bed of solid
masonry units or solid grouted hollow units.
2. Wall ties shall not be bent after being embedded in grout or mortar,
SECTION R613
EXTERIOR WINDOWS AND DOOR ASSEMBLIES
R613.1 General.
This section prescribes performance and construction requirements for exterior window systems installed in wall systems.
Waterproofing, sealing and flashing systems are not included in the scope of this section.
R613.2 Performance.
Exterior windows and doors shall be designed to resist the design wind loads specified in Table R301,2(2) adjusted for height
and exposure per Table R301.2(3).
R613.3 Exterior windows, sliding and patio glass doors,
R613.3.1 Testing and Labeling.
Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and shall be labeled with
pn pppr ved l bel ident'fyln the ranufa Curer, erfot^,mane chary terist'cs,and pproved prod 4t rtification a enc
tes tmQ Qppborator evaluation entity or lF lami-Dag-e notice o acceptance fo ind:ca e compliance wuhh ct�e requ:remengts c�f
one of the followTriqq specifications
ANSI/AAMA/NWWDA 101/I.S. 2-97 or 101/I.S. 2/NAFS or TAS 202 (HVHZ shall comply with TAS 202 utilizing ASTM E 1300-98 or
ASTM E 1300-02),
Gtass Strength: Determination of load resistance of glass for specified loads of products tested and certified in
accordance with s. R613.3.1 shall be designed to comply with ASTM E 1300.
R613.3.2 Supplemental label.
A suppplemental temporary label conforming to AAMA 203, Procedural Guide for the Window Insppection and Notification System,
shall be acceptable for establishing calculated allowable design pressures higher than indicated on the label required by
R613.3.1 for window sizes smaller than that required by the ANSI/AAMA/NWWDA 101/IS2 test requirements. This supplemental
label shall remain on the window until final approval by the building official.
R613,4 Exterior door assemblies.
Exterior door assemblies not covered Ic R613.3 or R613.4.1 shall be tested for structural inte rity in accordance with
p p r r l h sha e ineel f r
ASTM 33 Procedure A at oad 1. times th r uired desi e su oad: T e to �l b s t o nn
secons wpth no permanent de ormatlon of an m In fr�me or par�e� pemer In excess of 8 ercent o Is span aflier
f' p in h r no lass br e
th load 's emove . H HZ shall m l with TAy 2. After ach eci le l ad tee s alP b eaka
e c 0
�/ � hh 9 9
permanen damageo fasteners, �a�c�ware pars, or an oteher dScPmage which ca�±ses the dooro be Inoperable.
The minimum test sizes and minim m desigqn ressut�res sha l be as indicated in Table R613.4
The unit size tested shall ua i all whit smaller in �i th ad/or hei ht qlf the same operation type and be limited to
c where frame anels q n v r r mem rs main din e same grofl e as tested,
ases p a st uctu a e p
R613.4.1
Sectional garage doors shall be tested for determination of structural performance under uniform static air pressure
iff r n in r n with AN / A MA r TA HVH h It c m l wi h TAS 202),
dd e e acco da ce SI D S LOS o S 202 C Z s a o p y t
R613.4. gLusto"� doors.
acco°�an°ce w�th acceptedxteng4 eerging practlbcles shall be tested by an approved testing laboratory or be engineered in
R613.4.3
Door com onents ev ``�uated b an a roved r dduct eval a i n en it ertification en y tes in laborator r engineer
may b r erchangea�ale in extyerior �gor ass�r, prove elf hat U' door componen° sr7 provl e �qual or gryea�er
struc urat performance as demonstrated b accepted engineering practices,
1 .4. .1 ❑ ion e erior o r om nen yyes in
R6 3 3 pt al xt d o c, po t t t g
With the exception of HVHZ, exterior cle-hinged doo s emblie s n t oye ed .bb $ection 613.3 s,�� ll have the , o tion to
h ve the com onents of, the a sembl tested and ra e for structural m e rlt� In actor ante wlt� the f,ollowing
indow and cl or assemblies shad be anchored in accordance with the published manufacturers recommendations td achieve
R613,5 Windborne debris protection.
R613.6 Anchorage methods.
specification:
R613.6.1 Anchoring requirements,
the design pressure specified. Substitute anchoring systems used for substrates not specified by the fenestration
manufacturer shall provide equal or greater anchoring performance as demonstrated by accepted engineering practice.
R613.62 Masonry, concrete or other structural substrate.
Where the wood shim or buck thickness is less than 156 inches (38 mm), window and door assemblies shall be anchored through
the main frame or by jamb clip or subframe system, in accordance with the manufacturers published installation instructions.
Anchors shall be securely fastened directly into the masonry, concrete, or other structural substrate material. Unless
therwise tested bucks shall extend beyond the interior face of the, window or door frame such that full support of the
frame is provided(. Shims shall be made from materials capable of sustaining applicable loads, lq cated and applied in a
thickness ca able of sustainin applicable loads. Anchors shall be provided to transfer toad from the window or door
frame to the rough opening s�bs rate.
Where the wood buck thickri s Is 1ST i the (3g mm) or r tter, th b ckk shall be securel fastened to tra sf r load to
the masonr concr to or otfser stru� urals substrate a�cleathe buc�C suhatl extend beyond t e interior face r tie window
i thr h th m in fr m r b nmb cli or sub°fr me s stem
or oor fryarie, W ne�ow and door assemblies shall be anchored ou e a a e o
g a
Y .P Y
fidd t f n t n r n itY th anufa t r rs ub(i ed Installat'on i t uctions,
r thro h he lla e o tie sec red oo buck ccq dace F mh c u e s,h h l� [i
nless oerwise tesed, bucks shad exen� beyond t�ne Interior ace o t e window or door rame suc atu support
of the frame is provided. Shims shaplt be made from materials capable of sustaining a plicable loads, located and applied in a
thick esstoap bleseeuredtwoodgbapVcable loads. Anchors shall be provided to trans er load from the window or door frame
R613.6.3 Wood or other approved framing material.
Where the framing material is wood or other approved framing material window and glass door assemblies shall be anchored
thrRu h the m in frame or b amb qli or ubfram s stem or through the fl n e in, accordance with the t�anufaC ur r?s
watts ed Instal tIon instru txorj . Shim Shah be, m del iXrom m terials C b e ofa sgust inin a licable to d lot tea rp
P� u c� a. a pp l q P c� a a
applied m a thickness capab:e of sustainin a plicable loads, Anchors shall be provided tog transfer load lhom the window
or door frame to the rough opening substgra�e.
R613.7 Mullions occurring between individual window and glass door assemblies.
R613.7.1 Mullions.
y�n r rt f win w i .s o r sem l t ed an labeled in
Mullion other t r2ulli �j w ch hhar an me a pn o a �o off, qq s d p as ��b y eft d {}hh
acceprp e�cengwine S nctioractice o halge �n dsss al �sen ep orroanceecrii riabortetd°rr) Sectionsn� le3e/%e2d &j.5(T a ad i61w3i.7.4.
R613.7.2 Load transfer P
Mullions sh ll be designed to transfer the design pressure loads applied by the window and door assemblies to the rough
openingg su�strate.
M613.7.3 Deflection.
unions shall be capable of resisting the design pressure loads applied by the window and door assemblies to be supported
without deflecting more than L/175, where L is the span of the mullion in inches.
7.4 r r s f f or,
R613 St uctu al a et act
Y
Mullions shall be capable of resisting a load of 1.5 times the desi n pressure loads appplied by the window and door
assemblies to be supported without exceedingq the appropriate material stress levels. If tested by an approved laboratory,
the 1.5 times the design pressure load shall -be sustained for 10 seconds, and the permanent deformation shall not exceed
0.4 percent of the mullion span after the 1.5 times design pressure load is removed.
R802.1 Identification.
Load -bearing dimension lumber for rafters, trusses and ceiling joists shall be identified by a grade mark of a lumber
grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20, In lieu of a
rade mark, a certificate of inspection issued by a lumber grading or inspection agency meeting the requirements of this
ection shall be accepted,
R802.1.1 Blocking.
Blocking shall be a minimum of utility grade lumber.
R802.1.2 End-,j'ointed lumber.
Approved end -jointed lumber identified by a grade mark conforming to Section R802,1 may be used interchangeably with
solid -sawn members of the same species and grade.
R802.1.3.1 Labelin
-g r n r r n h beled. The la el shal cont in:
Fire retardant t Bated lumber a d wood st uctu al pa els s all be la b l a
1, The identification mark of an approved agency in accordance with Section 1703.5 of the Florida Building Code, Building.
2. Identification of the treating manufacturer.
3. The name of the fire -retardant treatment,
4. The species of wood treated.
5. Flame spread and smoke developed rating.
6. Method drying after treatment.
7. Conformance with appropriate standards in accordance with Sections R802.1.3.2 through R802.1.3.5.
8. For FRTW exposed to weather, damp or wet location, the words ?No increase in the listed classification when subjected
to the Standard Rain Test? (ASTM D 2898),
R802,1,3.2 Strength adjustments.
Design values for untreated lumber and wood structural panels as specified in Section R802.1, shall be adjusted for fire
retardant -treated wood. Adjustments to desZ values shall be based upon an approved mr,thod of investigation which takes
into consideration the effe t of the anticip ted temperature and humidity to which the Ire -retardant -treated wood
will be sub ected, the type of treatment and redrying procedures.
R802.1.3.2.1 wood structural panels.
The effect of treatment and the method of redrying after treatment, and exposure to high temperatures and high
humidities on the flexure properties of fire -retardant -treated softwood plywood shall be determined in accordance with
ASTM D 5516. The test dat developed b ASTM D 55166 shall be used to develpp ad 'u ttm ntt f ctors, maximum load and
ands ans ar both for un rented pl w�od desi n valu s in ac ordance with ASTM sb306. E 'c% manufacturer shads publish
the aFlowable maximum loads and span for servlge as floor an� roof sheathing for their treatment,
R802,1,3.2.2 Lumber.
For each species of wood treated the effect of the treatment and the method of redrying after treatment and exposure
to high temperatures and high humidities on the allowable design properties of fire -retardant -treated lumber shall be
determined in accordance with ASTM D 5664. The test data developed b ASTM D 5664 shall be used to develop modification
factors for use at or near room temperature and at elevated temperatures and humidity in accordance with an approved
method of investigation Each manufacturer shall publish the modification factors for service at temperatures of not less
than 80°F (26,7'C) and for roof framing. The roof framing modification factors shall take into consideration the
climatological location.
R802.1.3.3 Exposure to weather.
Where fire -retardant -treated wood is exposed to weather, or damp or wet locations, it shall be identified as 'Exterior' to
indicate there is no increase in the listed flame spread index as defined in Section R802.1.3 when subjected to ASTM D 2898.
R802.1,3,4 Interior applications.
Interior fire -retardant -treated wood shall have a moisture content of not over 28 percent when tested in accordance
with ASTM D 3201 procedures at 92 percent r lative humidity. Interior fire -retardant -treated wood sh�tl be tested in
accordance with Section R802.1.3.2A or R, 02.1.3.2.2. Interior fire -retardant -treated wood designated as ype A shall be
tested in accordance with the provisions of this section.
R802.1.3.5 Moisture content.
Fire -retardant -treated wood shall be dried to a moisture content of 19 percent or less for lumber and 15 percent or
less f�r wood strcetv,( panels Igefore use. For wood kiln drV after treatment (KDAT) the 11i temper tur shall not
excel those use in ki n drying the lumber and plywood submit eel for the tests described in ection R902.1.51i for
pplyywood and R802,1.3.2.2 for lumber.
R802.1.4 Structural glued laminated timbers.
Glued laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D 3737.
R802.2 Design and construction.
Roof -ceilings shall be desiggned and constructed in accordance with the provisions of this chapter and Fiqures R606.10(1)
or in accordance with AFPA/NDS. Components of roof -ceilings shall be fastened in accordance with Table R602.30).
R802.3 Framing details.
Rafters shall be framed to ridge board or to each other with a gusset plate as a tie, Ride board shall be at least
1-inch <25.4 mm) nominal thickness and not less in depth than the cut end of the rafter. A all valleys and hips there
shall be a valley or hip rafter not less than 2-inch (51 mm) nominal thickness and not less in depth than the cut end of
the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to
Carr qnd d' tribute the sp cifi to d at that poin Where the ro f pitch is le s than three units verti al in 12 units
horizontal C2 -percent slope, s€rucatural members that support raters and ceiling joists, such as ridge Iceams, hips and
valleys, shall be designed as beams.
R802.3.1 Ceiling joist and rafter connections.
Ceiling joists and rafters shall be nailed to each other in accordance with Tables R602,3(1) and R802.5.1(9), and the assembly
shall be nailed to the top wall plate in accordance with Table R602.3(1). Ceiling joists shall be continuous or securely joined
where they meet over interi r partitions and nailed to adjacent rafters to provide a continuous tie across the building
when such joists are paralle� to the rafters.
Where ceiling joists are not parallel to rafters, subflooring or metal straps attached to the ends of the rafters shall
be installed in a manner to provide a continuous tie across the buildin or rafters shall be tied to 1-inch by 4-inch
(25.4 mm by 102 mm) (nominal) minimum -size crossties. The connections sham( be in accordance with Table R602,3(l) or connections
of equivalent capacities shall be provided, Where ceiling joists or rafter ties are not provided at the top plate, the ridge
formed by these rafters shall also be supported byy a girder designed in accordance with accepted engineering practice.
Rafter ties shall be spaced not more than 4 feet (1219 mm) on center,
R802.3.2 Ceiling joists lapped.
Ends of ceiling joists sh ll be lapped, a minimum of 3 inches (76 mm) or butted over bearing partitions or beams and toenailed
to the bearing member. W/en eil, i t are used to provide resistance to rafter thrust, lapped joists shall be nailed
toggether in accordance with lcab e 093�1) and butted joists shall be tied together in a manner to resist such thrust.
R802.4 Allowable ceiling joist spans.
Spans for ceiling ,joists shall be in accordance with Tables R802.40) and R802.4(2). For other grades and species and for
other loading conditions, refer to the AF&PA Span Tables for Joists and Rafters.
R802.5 Allowable rafter spans.
Spans for rafters shall be in act rdance with Tables R802.5.1(1) and R802.5.1(2), For other grades and s�ecies and for other
loading conditions, refer to the A�&PA Span Tables for Joists and Rafters. The span of each rafter s all be measured
along the horizontal projection of the rafter,
R802,5.1 Purlins,
Purlins are permitted to be installed to reduce the span of rafters as shown in Fi ure R802.5.1. Purlins shall be sized no
less than the required size of the rafters that they support. Purlins shall be continuous and shall be supported by
2-inch by 4-inch C51 mm by 102 mm) braces installed to bearing walls at a slope not less than 45 degrees from the
horizontal. The braces shall be spaced not more than 4 feet (1219 mm) on center and the unbraced length of braces
shall not exceed 8 feet (2438 mm).
R802,6 Bearing.
The ends of each rafter or ceiling joist shall have not less than 1M inches <38 mm) of bearing on wood or metal and
not less than 3 inches (76 mm) on masonry or concrete.
R802.6.1 Finished ceiling material.
If the finished ceiling material is installed on the ceiling prior to the attachment of the ceilin to the walls, such as in
construction at a factory, a compression strip of the same thickness as the finish ceiling material shall be installed
directt above the top plate, of bearinqg walls if the compressive strength of the Finish ceiling material is less than the
loads it will be r quired,to withstand. the compression strip shall cover the entire Len th of such top plate and shall be
at least one-hal the width of the top plate. It shall be of material capable of transmitting the loads transferred
through it.
R802.7 Cutting and notching.
Structural roof members shalt not be cut, bored or notched in excess of the limitations specified in this section.
R802.7.1 Sawn lumber.
Notches in solid lumber oists, rafters and beams shall not exceed one -sixth of the depth of the member, shall not be
conger than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches
at `the ends of the member shall not exceed one-fourth the depth of the member. The tension side of members 4 inches
(102 mm) or greater in nominal thickness shall not be notched except at the ends of the members, The diameter of the
holes bored or cut into members shall not exceed one-third the depth of the member. Holes shall not be closer than
2 inches (51 mm) to the top or bottom of the member or to any other hale located in the member. Where the member is
also notched, the hole shall not be closer than 2 inches (51 mm) to the notch.
Exception: Notches on cantilevered portions of rafters are permitted provided the dimension of the remainingp portion of
the rafter is not less than 4-inch nominal (102 mm) and the length of the cantilever does not exceed 24 inches (610 mm).
R802.7.2 Engineered wood products.
Cuts, notches and holes bored in laminated veneer lumber, glue -laminated members or I- joists are not permitted unless the
the effect of such penetrations is specifically considered in the design of the member.
R802.8 Lateral support.
Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5 to 1 based on nominal dimensions shall be provided
with lateral support at points of bearing to prevent rotation.
R802.8.1 Bridging.
Rafters and ceiling oists having a depth -to -thickness ratio exceeding 6 to 1 based on nominal dimensions shall be
supported laterally Vy solid blocking, diagonal bridging (wood or metal) or a continuous 1-inch by 3-inch (25.4 mm by 76 mm)
wood strip nailed across the rafters or ceiling joists at intervals not exceeding 8 feet (2438 mm).
R802,9 Framing of openings.
❑penings in roof and ceiling framing shall be framed with header and trimmer joists, When the header joist span does not
exceed 4 feet (1219 mm), the header joist may be a single member the same size as the ceiling joist or rafter. Single
trimrier fists ma be used, to carry a sin le he der I t that is located within 3 feet (914 mm) of the trimmer oist
bearinpp. 'Z%hen they header Joist s aiS exceeds 4 Feet ilo2is9 tutu), the trimmer joists, and the header joist shall be doubled
and of s fficient cross section to support, the ceiling joists or rafter framing into the header. A proved hanger shall
be usedor the header �1oist to trimmer joist connections when the header joist span exceeds 6 eet (1829 mm), ail
�Jpfists aver 12 feet C3 58 ton shalt b supported at the header by framing anchors or on ledger strips not less
than 2 inches by 2 inc�es C 1 mm �y 51 mm
R802.10 Wood trusses.
R802.10.1 Truss design drawings.
Truss design drawings prepared in conformance with Section R802.10.1, shall be provided to the building official and approved
prior to installation. truss design drawings shall include, at a minimum, the information specified below, Truss design drawing
shall be provided with the shipment of trusses delivered to the jobsite.
1. Slope or depth, span and spacing.
2. Location of all joints.
3, Required bearing widths.
4, Design loads as applicable.
4A. Top chord live toad.
4,2. Top chord dead load.
4,3. Bottom chord live load.
4.4. Bottom chord dead load,
4.5. Concentrated loads and their points of application.
4.6. Controlling wind and earthquake loads.
5. Adjustments to lumber and joint connector design values for conditions of use.
6. Each reaction force and direction.
7. Joint connector type and description (e.q size, thickness or gauge), and the dimensioned location of each joint
connector except where symmetrically loeoted relative to the joint Interface.
8, Lumber size, species and rade for each member.
9. Connection requirements for:
9.1. Truss to truss girder.
9.2. Truss ply to ply.
Fi l li e .
9,3 e d sp c s
10. Calculated deflection ratio and/or maximum description for live and total load.
11. Maximum axial compression forces in the truss members to enable the building designer to design the size, connections
and anchorage of the permanent continuous lateral bracing. Forces shall be shown on the truss design drawing or on
supplemental documents.
12. Required permanent truss member bracing location.
R802.10.2 Design
Wood trusses shall be designed in accordance with ac ted en Ineering practice. The design and manufacture of metal
plate connected wood trusses shall comply with ANSI fP l The truss desigqn drawings shall be prepared by a registered
professional where required by the statutes of the jurisdiction in which tine project is to be constructed in accordance
with Section R106.1.
R802.10.3 Bracing.
Trusses shall be braced to prevent rotation and provide lateral stability in accordance with the requirements specified
in the construction documents for the buildin an on the individu l tr s design drawings. In the absence o specific
bracing requirements, trusses shall be bracedq in accordance with �PI/Hie ,
R802.10.4 Alterations to trusses.
Truss members shall not be cut, notched, drilled, spliced or otherwise altered in an way without the approval of a
registered design professional. Alterations resulting in the addition of load (e. ., HVYAC e uipment, water heater) that
exceeds ;the desigan,Load for the truss shall not be permitted without verifica,tion that the truss is capable of supporting
such additional to ding.
R802.10.5 Truss to wall connection.
Trusses shall be connected to wall plates by the ,use of approved connectors having a resistance to u lift of not less
than 175 pounds (79,45 kg.) and shall be installed in accordance with the manufacturer?s specifications. f- or roof assemblies
subject to wind upplift pressures of 20 ounds per square foot (0,958 kN/m2) or greater, as established in Table R301,2(2),
act usted for height and exposure per TPable R301.2(3), see section R802.11.
RN2.11 Roof tie -down.
R802,11.1 Uplift resistance.
hi h win lit r f n r r f N/m2) or reater shall
Roof assemblies w c are subject to d up i t, pressu es o 20 you ds, pe squa e oot C0.958 k ,g,
have roof rafters or trusses ttachecl to ,their supporting, wall assemblies by connections capable of providing9 the
resistance required in Table R802.11. Wind uplift pressures s all be determined using an effective wind area of T00 square
feet (9.3 m2) and Zone 1 in Table R301.2(2), as adjusted for height and exposure per Table R301.2(3).
A continuous load path shall be provided to transmit the uplift forces from the rafter or truss ties to the foundation
SECTION R803
R❑❑F SHEATHING
R803.1 Lumber sheathing.
Allowable spans for lumber used as roof sheathing shall conform to Table R803.1. Spaced lumber sheathing for wood shingle
and shake roofing shall conform to the requirements of Sections R905.7 and R905.8.
R803.2 Wood structural panel sheathing.
R803.2,1 Identification and grade.
Wood structural panels shall conform to DOC PS 1, DOC PS 2 or, when manufactured in Canada, CSA 0437, and shall be
identified by rade mark or ertifi tt of inspection issued by an approved agency. Wood structural panels shall comply
with the grads specified in Yable ��Oe3.2,1,1(v.
R803.2.1,1 Exposure durability.
All wood structural anels, when designed to be permanently exposed in outdoor applications, shall be of an exterior
exposure durability, good structural ppanel roof sheathing exposed to the underside may be of interior type bonded with
ex erior lue identified as E osure 1.
t g xp
R803.2.1.2 Fire -retardant -treated plywood.
The allowable unit stresses for fire -retardant -treated plywood including fastener values, shall be developed from an
Qpproved method of investi ation that considers th effects o� anticipated temp rature and humidity to which the
tire -retardant -treated plygWood will be subjected, tie type of treatment and redrying process. The fire -retardant -treated
plywood shall be graded by an approved agency.
R803.2,2 Allowable spans.
The maximum allowable spans for wood structural panel roof sheathing shall not exceed the values set forth in
Table R503.2,1,10).
R803.2.3 Installation.
Wood structural panel used as roof sheathing shall be installed with joints staggered or nonstaggered in accordance with
Table R602.3<1), or APA 130 for wood roof framing or with Table R804.3 for steel roof framing,
R807.1 Attic access.
In building9s with combustible ceiling or roof construction, an attic access opening shall be provided to attic areas that
exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater.
Th row h-fr med o nin shall not be less th n 22 in h in h mm 7 2 mm n shall be located in a hallwa
e g a, pe g a c es by 30 c es C559 by 6 ) a d y
or other readily accessible location. A 30-inch (762 mm) minimum unobstructed headroom in the attic space shall be provided
at some point above the access opening. See Section M1305,1,3 for access requirements where mechanical equipment is located
in attics.
13-103.2 Details, plans and specifications.
Plans and s ecifications shall be submitted with each application for a building permit. Energyy code calculations shall be made
a part of the plans, and specifications of the building. The building official shall require, sufo ect to the exceptions in
S ti n 4 Fl rI t tute and Se ti n 471, Fl rl t i t th t l in n ifli tions re ared b n
ec o 81,229 o da S a s c o 003 o da S a u es a a s a d sec cat be a
engqin er or archite t license tq pro tice in the state of Florido, . The plansp nd spe ciFipcations includinp pthe energy c de
carcugations, shall sow, In sufficient detail, all pertinent ata and features oaf the buildin and the equgipment and s�ems
h r in rn in u in o limi d t: i n ri ri x ri r n m n m ri is U-va ues fe
as e qo e e cl d g ut to o des,, e a e o e elope o p o e t ate a I
and o° erYpe��ret�n@rtvc�aliasto'Inl9ica%etln�n or�ancs� wit �e r� uir°e ear{ 5 ci° e coc�eQuipment, equipment and systems controls
NFIP 44 CFR 60.3.c.5
All foundation walls and other exterior walls below the base flood elevation (BFE) shall be designed to preclude finished
living space and designed to have openings to allow unimpeded movement of flood water.
Hydro -Static openings and construction must comply with NFIP 44 CFR 60,3,c,5, Note: There should be a minimum of two
openings each, on two seperate walls. (1 square inch for every square foot, please provide calculations on plans for the
required area.) Any additional questions, please consult the Local Officials Guide to Implementing the National Flood
Insurance Program in Florida pages 5-16,
Brick veneer must be installed in compliance with the requirements of FBC Residential section R703.7.2.1
New to existing connection detail is required and must comply with the requirements of FBC Residential 2004 Section
R602 or R606.
13-610.1.ABC.3.5.2 Air -handling units.
306.3.2 Air -handling units.
Air -handling units shall be allowed in residential attics if the following conditions are met:
1, The service panel of the equipment is located within 6 feet (1829 mm) feet of an attic access.
2. A device is installed to alert the owner or shut the unit down when the condensation drain is not working properly.
3. The attic access opening is of sufficient size to replace the air handler.
4. A notice is posted on the electric service panel indicating to the homeowner that the air handler is located in the attic,
Said notice shall be in all capitals, in 16-point type, with the title and first paragraph in bold:
NOTICE T❑ H❑ME❑WNERCC D R� R,
OPERATION OFUTHEIAIR-CONDI� ON NG SYST�MT YOUIMUSTNENSUPESTHATAREGDULARTMAINTENANCERIS PERFORMEDICIENT, AND EC❑N❑MIC
YOUR AIR-CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH ❑F THE FOLLOWING: 1) A DEVICE THAT WILL ALERT YOU WHEN THE
C❑NDENSATI❑N DRAIN IS NOT WORKING PROPERLY, OR 2) A DEVICE THAT WILL SHUT THE SYSTEM D❑WN WHEN THE C❑NDENSATION DRAIN
IS N❑T W❑RKING, TO LIMIT POTENTIAL DAMAGE TO YOUR HOME AND TO AVOID DISRUPTION ❑F SERVICE, IT IS RECOMMENDED THAT YOU
ENSURE PR❑PER WORKING ❑RDER ❑F THESE DEVICES BEFORE EACH SEASON ❑F PEAK ❑PERATION.
MINIMUM CATEGORY CLASSIFICATI❑N OF GLAZING
HEADER SCHEDULE FOR FBC TABLE 2308.9.5
HEADER AND GIRDER SPANSa F❑R EXTERI❑R BEARING WALLS
(Maximum Spans for Douglas Fir Larch, Hem Fir, Southern Pine and
Spruce-Pine-Firb and Required Number of Jack Studs)
Building
widthc
(feet)
20
28
36
HEADERS
SUPP❑RTING
SIZE
Span
NJd
Span
NJd
Span
NJd
Roof & Ceiling 2-2
X
4
3-6
1
3-2
1
2-10
1
2-2
X
6
5-5
1
4-8
1
4-2
1
2-2
X
8
6-10
1
5-11
2
5-4
2
2-2
X
10
8-5
2
7-3
2
6-6
2
2-2
X
12
9-9
2
8-5
2
7-6
2
3-2
X
8
8-4
1
7-5
1
6-8
1
3-2
X
10
10-6
1
9-1
2
6-6
2
3-2
X
12
12-2
2
10-7
2
9-5
2
4-2
X
10
11-8
1
10-6
1
9-5
2
4-2
X
12
14-1
1
12-2
2
10-11
2
For SI: 1 inch = 25.4 mm, 1 foot = 304,8 mm, 1 pound per square foot = 47,8 N/m2.
a. Spans are given in feet and inches (ft-in).
b. Tabulated values are for No. 2 grade lumber.
c. Building width is measured perpendicular to the ridge, For widths between those shown,
spans are permitted to be interpolated.
d, NJ - Number of jack studs required to support each end. Where the number of
required jack studs equals one, the header is
permitted to be supported by an approved framing anchor attached to the full -height
wall stud and to the header.
FL❑RIDA BUILDING C❑DE 2004
TABLE 2304.9.1
FASTENING SCHEDULE
Cf1NNFCTTf1N FASTENING a.m I ❑GATT❑N
Joist to sill or girder
- d common
3 - 3' x 0.131' nails
3 - 3" 14
toenail
ri ging o jois
- common
2 - 3' x 0.131' nails
"4
toenai each end
l
' l r r h i
- mm n
f e n
Wi r h n r h
- mm n
n
" r i r it r
- mm n
in n n l
ole plate to joist or blocking
a o.c.
3' x 0.131' nails at 8' o.c.
3" 14 gage staples at 12' o.c.
typical face nail
Sole plate to joist or
3 - 16d at 16'
blocking at braced wall panel
4 - 3" x 0.131' nails at 16'
4- 3' 14 a e sta les er 16'
r w n
Top plate to stud 2 - l6d common
2 - 16d common
3 - 3' x 0.131' nails
Cud to sole plate
4 _ d common
4 3' x 0.131' nails
3 - 3' 14 gage staples
toenail
2 - 16d common
3 - 3' x4 0.131' nails
l
end nail
ouble studs
d at 4' o.c.
3' x 0.131' nail at 8' o.c,
4 l
l
0, Double top plates
1 d at 1 o.c
3' x 0.131' nail at 12' o.c.
8' staple at 12' o.c.
typical face nail
Double top plates
114 g og
12 - 3' x 0.131' nails
12 - 3' 14 gage, staples
i f n i
i
1, lockin between joists
- d common
or rafters to top plate
3 - 3' ? 0.13V nails
n i
im joist to top plate
d ate "4 < mm o,c.
3' x 0,131' nail at 6' o.c,
t n it
op p a es, aps an in ersec ions
- common
3 - 3' x 0.131' nails
3- 3' 14 e sta les
f n i
4. n in h r w i
mm n
I n
el Ing ,Iois s o p a e
- common
5 - 3` x 0.131" nails
- 4
3 1 a e a e
toen i
on inuous ea er o s u - common oenal
- common
oenal
eiling joists apps over partitions
see Section 23d8.10.4.1 , Table 2308.10.4.1 )
-
3 16d common minimum, Table2308.10.4.1
4 - 3" x 0.131' nails
4- 4
f c n i
8. Ceiling joists to arallel rafters
- common minimum, a e l .4.1
see Section 2308,10,�1 , Table 2308,10.4.1 )
4 - 3" x 0.131' nails
4- " 14 i s
f n it
a er o e a e
3- 8d common
see Section 2p308.10.1 Table 2308.10.1 )
-
3 3" x 0.131' nails
3 - 3" 14 a e sta les
toenail
iagona race o eat s u an p a l
- common
2 - 3' x 0.131' nails
'
n I
Wi r th n x h thin h rin
mM n
i
uI -up corner s u s
16d common
4' o.c.
3 x 0.131 nails
16' o.c,
ui -up girder and beams
common o.c,
ace nal a op an o om
3" x 0,131 nail at 24' o.c.
staggered on opposite sides
' 14 e e 24" c.
3 ag stapl at o
2 2�d common
face nail at ends and at
_
3 3' x4 0.131' nails
each splice
l
' n
common
a eat earin
o ar e o ra er
- common
4 - 3" x 0,131' nails
4- 4 t f n it
ac ra er to ip
- common
4 - 3' x 0.131'nails
-
4 3" 14 gage staples
toenail
2 - 16d common
3 - 3' x 0,131" nails
3- 3' 14 at e sta les
f n i
0o rat er o - y ri ge eam
- d common
3 - 3' x 0,131' nails
3 - 3" 14 gage staples
toenail
2 - 16d common
3 3' x 0,131 nails
' 4 {
f n it
Joist to band joist
- 1 d common
5 - 3' x 0.131' nails
- 4
i
e ger s rip
- common
4 - 3' x 0.131' nails
4 - 4
face nail
0o s rut ura panes an par ice oar 1 / 2 and ess
6d c,l
ubfloor, roof and wall sheathing (to framing):
"
2 3 / 8 x 0,113' nail n
15 / 32 in to 19 / 32 q
/ " "
1 3 / 4 16 gage o
8d
19 32 to 3 / 4
common (roof`s in
110-140 mph (Exp. B)
7 / 8 ' to 1'
8d d or 6d e
2 3 / 8 x 0,113' nail p
2" 16 gage p
Ingle Floor (combination subfloor-underlayment 1 1 / 8 ' to I 1 / 4 '
10d d or 8d e
o framing) 3 / 4 and less
Gd e
% "1
1 1 8 't to 1 / 4 '
180d d or 8d e
ane si ing o raming or ess
33. Fiberboard sheathing: g
No. I1 gage roofing nail h
6d common nail
25 / 32
No. 16 gage stapple i
No. 11 a e r f'in nail h
QQ g
8d common nail
4, nterior paneling
3 / 8 "
For SI: 1 inch = 25.4 mm.
a. Common or box nails are permitted to be used except where otherwise stated.
lo. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where
s ans are 48 inches or more. F r n ilin f w tr t r n l n r l r i hr m
p o a g o pod s uc u al pa l a d pa t c eboa d dap ag s and shear walls, refer
to Section 2305. Nails for wall sheathing are permitted to be common, box or casing.
c. Common or deformed shank.
d. Common.
e. Deformed shank.
f, Corrosion -resistant siding or casing nail.
g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports.
h. Corrosion -resistant roofing nails with 7 / 16 -inch-diameter head and 1 1 / 4 -inch length for i / 2 -inch sheathing
and 1 3/4 -inch length for 25 / 32 -inch sheathing.
i. Corrosion -resistant staples with nominal 7 / 16 -inch crown and 1 1 / 8 -inch length for 1 / 2 -inch sheathing and
1 1/2 -inch for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction
of the panel, unless otherwise marked).
j, Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
1. For roof sheathing applications, 8d nails are the minimum required for wood structural panels.
m. Staples shall have a minimum crown width of 7 / 16 inch.
n, For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing
and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing.
p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
q. For wind speed regions between 110-140 mph/Exposure B, minimum roof sheathing shall be as indicated.
TABLE R301,2.1.2
WIND-B❑RNE DEBRIS PR❑TECTI❑N FASTENING SCHEDULE FOR WO❑D STRUCTURAL PANELS
FASTENER SPACING (in,) 1,2
Panel span 2 foot panel span < 4 foot < 6 foot
<= 2 ft < 4 foot panel span panel span
< 6 foot < 8 foot
2 #6 Wood Screw 3 16
25� #8 Wood Screws 3 16
Doubte-Headed Nails 4
16 12 9
16 12 12
6 4 3
SI:
1 inch = 25.4 mm, 1
foot = 305
mm.
1,
This table is based
on a maximum
wind speed
of 130 mph (5e m/s) and mean roof height of 33 feet (10 m) or less,
2.
Fasteners shall be
installed at
opposing ends of the wood structural panel.
3.
Where screws are
attached to
masonry or
masonry/stucco, they shall be attached using vibration -resistant
anchors having a minimum
withdrawal cat acity
of 490 lb (2180 kN).
4,
Nails shall be lOd common
or 12d
box double -headed
nails.
P'�
1� WOO PO N w 2:TYPE ANCHO/' TAPCON-
R
❑R
1/2" DRYWALL MASONRY LINTEL 1/2" DRYWALL
1X2 FURRING a . 1X2 FURRING
64
2X BUCK 2X BUCK-
'; . .. ..e:.
�d
d i
4
•4 • d
#8 X 2 1/2" PFH WS
SIDELITE
/_#8 X 2 1/2" PFH WS
W �
u
1 Q pa
U w
Q
[L
OL
in
S 2:
U 0
I =
U
Z X
Z X
x
�D C)
�o ( )
ANCH❑RING HEAD/SILL — INSWING
HEAD JAMB TO 2X SUB —BUCK
HA I u,L,
3"
3"
3/16" TAPC❑N
TYPE ANCHOR
cU
L
LL
LL
LL
d
L
a
n
v
d-
DOUBLE DOOR
SINGLE D❑❑R
W/SIDELITE
AX. 18" ❑.C,
SINGLE D❑❑R
INTERI❑R
1/2' DRYWALL
#8 X 2 1/2" PFH WS `
,16' MIN. C-SINK
3„
„
3"
3"
3/16
TAPC❑N
TYPE.
ANCHOR
cv
G
LL
i
LL
�
LL
L
�
a
a
v
cu
_Lt
3„
3„
„
3„
„
3„
SINGLE DOOR
W/SIDELITES
.3' MAX. SHIM SPACE
1.15 MIN. EMB
1 VERTICAL SIDE JAMB
2 TO 2X SUB -BUCK
SINGLE D❑❑R
INTERI❑R
ai
ai
w
w
3/16"
TAPC❑N
?
3/16"
TAPC❑N
TYPE
ANCHOR
TYPE
ANCHOR
1/2'
DRYWALL
MASONRY LINTEL
1/2"
DRYWALL
MASONRY LINTEL
1X2
FURRING
4.
,'
1X2
FURRING
4.
d:
df
h
1X BUCK
; _
1X BUCK
d :• �
d i
a
• .t
U
W
U
W
a
Q
U
_
Ln
0
U
_
V
L0
z
ai
z
XQ
L
e
SIDELITE
#8 1 X 2 1/2" PFH WS
3„
„
„
3„ _
3„
3„
3„ 3„
3„
3/16
TAPC❑N
TYPE.
ANCHOR
}
L
LL
i
LL
LL
L
cv
Q
a
v
d-
cv
3"
3„ 3„
3„
3„
3„
6„
DOUBLE DOOR
W/SIDELITES
0011
A N I (- I I I —I I -I T N I(_ I I r A T) / C` T I I T N I C` \/ T N I r-
48 X 12 1/2" PFH WS
1/2" DRYWALL
#8 X 2 1/2" PFH WS `
.16' MIN, C-SIN
3' MAX. SHIM SPACE
1.15 MIN. EMB:
1 VERTICAL SIDE JAMB
2 TO 1X SUB -BUCK
MODEL DESIGNATIONS: THERMA—TRU OUT —SWING DOOR WOOD FRAMES SYSTEM
MAXIMUM OVERALL NOMINAL SIZE: SINGLE UP TO 5'4" X 8'0" W/W❑ SIDELITES
DOUBLE UP TO 5'4" X 8'0" W/W❑ SIDELITES
USABLE C❑NFIGURATI❑NS: X, ❑X, X❑, ❑X❑, XX, ❑XXO
GENERAL DISCRIPTI❑N: THE HEAD AND SIDE JAMBS ARE FINGERJOINT PINE
MEASURING A MIN 4-9/16" WITH A 1/2" RABBETED STOP,
NOTE:
1, THIS SYSTEM HAS BEEN EVALUATED FOR USE IN L❑CATI❑NS ADHERING TO THE FLORIDA BUILDING CODE
AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS
AND OTHER STRUCTURES D❑ NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN,
2. FOR INSTALLATI❑NS WHERE THE SUB —BUCK IS LESS THAN 1 1.2" (FBC SECTION 1707.4.4 ANCHORAGE METHODS
AND SUB —SECTIONS 1707,4,4.1 & 1707.4,4.2) TAPSON TYPE CONCRETE ANCHORS MUST BE USED AND THE
LENGTH MUST BE SUCH THAT A MIN, 1 1/4" ENGAGEMENT OF THE TAPSON INT❑ THE MASONARY WALL IS OBTAINED.
DESIGN PRESSURE RATING:
SINGLE + 67.0 PSF / — 67.0 PSF
SINGLE W/SIDELITES + 60.0 PSF / — 60.0 PSF
DOUBLE W/WO SIDELITES+ 47,0 PSF / — 47.0 PSF
USE A #8 / 2 1/2" PHILLIPS HEAD WOOD SCRE4T ALL INDICATED L❑CATIONS AND ONLY ON 2X BUCKS
BUCK STRIPS ARE TO BE A CONTINU❑US PIECEN THE TOP AND SIDES OF ❑PENINGS USEING
1X OR 2X #2 PT PINE LUMBER ( T—NAILS ARE NEM BE USED IN 2X BUCKS, ONLY TAPC❑N SCREWS)
USE VIKING .097" X 1 3/8" HIGH CARBON T—NAILNT SPACING INDICATED BELOW BASED ON TOTAL
ROUGH OPENING SIZE.
MAXIMUM
❑PENING
HEIGHT
MAXIMUM
❑PENING
WIDTH
T—NAIL SPACING
AT TOP AND
SIDES
5' — 4"
3' — 1"
12" ❑C
7' — 0"
6' — 4"
9" ❑C
7, — 0„
12, — 0„
6" ❑C
8' — 1"
12, — 0"
6" ❑C
USE A MIN OF (3) T—NAILS PER EACH BUCK STRIP
WIND❑W WIDT
A uF-on C
E
J
K A
B
G
M
I
SILL
NOTES;
1. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR W/L❑AD BEARING SHIM. MAX.
ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN
1/16' IS PRESENT,
2. WINDOW FRAME MATERIAL: ALUMMINUM ALLOW 6063,
3, 3/16" DIA. CONCRETE SCREW ANCHOR MUST BE SUFFICIENT LTH, TO ACHIEVE
MIN. EMBEDMENT OF 1 1/4' INT❑ MASONRY OR CONCRETE. (TYP LTH 2 3/4')
4. CAULK BEHIND WIND❑W FLANGE WITH DU❑-SIL ADHESIVE CAULK
OR APPROVED EQUAL. APPLICATI❑N OF DUD-SIL ADHESIVE CAULK SEALANT MUST
COMPLY WITH SEALANT MAUFACTURER'S REC❑MMENDATIONS.
5, USE LATEX CAULK OR EQUIVALENT FOR PERIMETER SEAL AROUND EXTERI❑R OF
WIND❑W FLANGE BY OTHERS.
6. IF EXACT WIND❑W SIZE IS NOT LISTED IN ACHOR CHART, USE ANCHOR QUANTITY
LISTED WITH NEXT LARGER SIZE FOR THE APPR❑PRIATE DESIGN PRESSURE REQ'D,
7. GLASS- THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED,
8. LETTER DESIGNATI❑NS ON THE ANCHOR L❑CATI❑N CHART INDICATE WHERE CONCRETE
SCREW ANCHORS ARE TO BE INSTALLED WHEN USING EXTERIOR ELEVATI❑N AS A KEY.
9, NOT ALL ANCHORS SHOWN ON ELEVATION ARE APPLIED BY FACTORY IN ALL SIZES. ALL
FACTORY APPLIED HOLES NOT DESIGNATED FOR CONCRETE SCREW ANCHOR SHOULD
BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH, TO PR❑VIDE MIN, 5/8 IN.
EMBEDMENT INT❑ WOOD BUCK, FACTORY PUNCHED HOLES IN JAMBS ARE TO BE NO MORE
THAN 6" FROM CORNERS AND 24' O.C. MAX.
1/4' MAX. SHIM SPACE
W/ LOAD BRG SHIM
WINDOW FRAME JAMB
#8 ANCHOR WOOD SCREI
1 1/8' MIN. EMBEDMENT
WINDOW WIDTH
2X BUCK STRIP
I INTERIOR FINISH
1 X FURRING
RIGID INSULATION
E 3/16' TAPCON CONCRETE SCREW
WITH A 1 1/4' MIN, EMBEDMENT
EXTERIOR BLOCK WALL
1) CAULK BETWEEN BUCK AND MASONRY WALL
2) CAULK BETWEEN FLANGE AND WOOD BUCK
3) PERIMETER CAULK ALL EDGES
4) BUCK STRIP WIDTH PER CONTRACTOR
MIN. WIDTH 2X4
MASONRY WIND❑W INSTALLATI❑N W/ 2X BUCK STRIPS
1/4' MAX. SHIM SPACE
W/ LOAD BRG SHIM,
WINDOW FRAME JAMB
FLANGED WINDOW
WINDOW WIDTH
1X BUCK STRIP
3/16' TAPCON CONCRETE SCREW
WITH A 1 1/4' MIN. EMBEDMENT
EXTERIOR BLOCK WALL
1) CAULK BETWEEN BUCK AND MASONRY WALL
2) CAULK BETWEEN FLANGE AND WOOD BUCK
3) PERIMETER CAULK ALL EDGES
4) BUCK STRIP WIDTH PER CONTRACTOR
MIN. WIDTH 1X4
MASONRY WIND❑W INSTALLATI❑N W/ 1X BUCK STRIPS
ANCHOR L❑CATI❑N CHART
L❑CATI❑NS IN HEAD
L❑CATIONS IN JAMB
CALL
SIZE
BUCK
SIZE
UP TO
45 PSF
46 PSF TO
70 PSF
UP TO
45 PSF
46 PSF TO
70 PSF
SH 12
18
X 25
A,C
A,C
F,G
F,G
SH 13
18
X 37
3/8
A,C
A,C
F,G
F,G
SH 14
18
X 49
5/8
A,C
A,C
F,G
F,G
SH 15
18
X 62
A,C
A,C
F,G
F,G,H,I
SH 16
18
X 71
A,C
A,C
F,G
F,G,H,I,N,O
SH 17
18
X 83
A,C
A,C
F,G
F,G,H,I,N,❑
SH 18
18
X 95
A,C
A,C
F,G,H,I
F,G,H,I,N,❑
SH 32/2
25
3/8
X 25
A,C
A,C
F,G
F,G
SH 33/2
25
3/8
X 37
3/8
A,C
A,C
F,G
F,G
SH 34/2
25
3/8
X 49
5/8
A,C
A,C
F,G
F,G,H,I
SH 35/2
25
3/8
X 62
A,C
A,C
F,G
F,G,H,I
SH 36/2
25
3/8
X 71
A,C
A,C
F,G,H,I
F,G,H,I,N,❑
SH 37/2
25
3/8
X 83
A,C
A,C
F,G,H,I
F,G,H,I,N,❑
SH 38/2
25
3/8
X 95
A,C
A,C
F,G,H,I
D,E,F,G,H,I,N,❑
SH 22
35
7/8
X 25
A,C
A,C
F,G
F,G
SH 23
35
7/8
X 37
3/8
A,C
A,C
F,G
F,G,H,I
SH 24
35
7/8
X 49
5/8
A,C
A,C
F,G
F,G,H,I
SH 25
35
7/8
X 62
A,C
A,C
F,G,H,I
F,G,H,I
SH 26
35
7/8
X 71
A,C
A,C
F,G,H,I
D,E,F,G,H,I,N,❑
SH 27
35
7/8
X 83
A,C
A,C
F,G,H,I
D,E,F,G,H,I,J,K,N,❑
SH 28
35
7/8
X 95
A,C
A,C
F,G,H,I
D,E,F,G,H,I,J,K,N,❑
SH 32
52
X 25
A,C
A,C
F,G
F,G
SH 33
52
X 37
3/8
A,C
A,C
F,G,H,I
F,G,H,I
SH 34
52
X 49
5/8
AX
A,C
F,G,H,I
F,G,H,I
SH 35
52
X 62
A,C
A,C
F,G,H,I
D,E,F,G,H,I
SH 36
52
X 71
A,C
A,C
F,G,H,I
D,E,F,G,H,I,N,❑
SH 37
152
X 83
A,C
A,C
D,E,F,G,H,I
D,E,F,G,H,I,J,K,N,❑
SH 38
152
X 95
A,C
A,C
D,E,F,G,H,I
D,E,F,G,H,I,J,K,L,M.N,❑
THE WINDOWS SPECIFIED ON THIS PLAN ARE BASED OF THE SIZES IN THIS
CHART , IT IS THE BUILDERS RESP❑NSIBILITY TO VERIFY THAT THE SIZES
OF THE WIND❑WS OF CH❑ICE ARE THE SAME OR ALLOWANCES MADE
WHEN FRAMING IN THE ROUGH ❑PENINGS,
WIND❑W SCHEDULE
SIZE WIND❑W
CODE MASONRY R,❑, SIZE
12 19 7/8" X 26'
13 19 7/8" X 38 3/8"
14 19 7/8" X 50 5/8'
15 19 7/8" X 63"
16 19 7/8" X 72"
32/2 27 1/4' X 26'
33/2 27 1/4' X 38 3/8"
34/2 27 1/4" X 50 5/8"
35/2 27 1/4" X 63'
36/2 27 1/4' X 72'
22 37 3/4' X 26'
23 37 3/4' X 38 3/8"
24 37 3/4' X 50 5/8'
2WE 37 3/4' X 56 1/4'
25 37 3/4' X 63'
26 37 3/4' X 72"
32 53 7/8' X 26"
33 53 7/8' X 38 3/8'
34 53 7/8' X 50 5/8"
3WE 53 7/8" X 56 1/4'
35 53 7/8' X 63'
36 53 7/8' X 72'
WOOD FRAM R2 OPENING DEDUCT
1 1/4' FROM WIDTH
1/2" FROM HEIGHT
MULL BARS FOR MOST LOW WIND AREAS
ADD 1" PER MULL BAR TO ROUGH ❑PENINGS
FOR SPECIAL HIGH WINDS LOAD AREAS MULL
BAR SIZE MAY VARY, BE SURE TO CHECK
WITH WIND❑W MANUFACTURER BEFORE
CONSTRUCTION BEGINS,
WIND❑W WIDTH -
HEAD
A C B
G
E
SILL
PICTURE WIND❑W
NOTES:
1. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR W/LOAD BEARING SHIM, MAX,
ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN
1/16' IS PRESENT,
2. WIND❑W FRAME MATERIAL: ALUMMINUM ALLOW 6063.
3. 3/16' DIA, CONCRETE SCREW ANCHOR MUST BE SUFFICIENT LTH, TO ACHIEVE
MIN. EMBEDMENT OF 1 1/4' INTO MASONRY OR CONCRETE, (TYP LTH 2 3/4')
4. CAULK BEHIND WINDOW FLANGE WITH DU❑-SIL ADHESIVE CAULK
OR APPROVED EQUAL. APPLICATI❑N OF DU❑-SIL ADHESIVE CAULK SEALANT MUST
COMPLY WITH SEALANT MAUFACTURER'S RECOMMENDATI❑NS,
5. USE LATEX CAULK OR EQUIVALENT FOR PERIMETER SEAL AROUND EXTERIOR OF
WIND❑W FLANGE BY OTHERS,
6. IF EXACT WINDOW SIZE IS NOT LISTED IN ACH❑R CHART, USE ANCHOR QUANTITY
LISTED WITH NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REQ'D.
7. GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS, SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED,
8. LETTER DESIGNATIONS ON THE ANCHOR L❑CATI❑N CHART INDICATE WHERE CONCRETE
SCREW ANCHORS ARE TO BE INSTALLED WHEN USING EXTERIOR ELEVATION AS A KEY.
9. NOT ALL ANCHORS SHOWN ON ELEVATI❑N ARE APPLIED BY FACTORY IN ALL SIZES. ALL
FACTORY APPLIED HOLES NOT DESIGNATED FOR CONCRETE SCREW ANCHOR SHOULD
BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PR❑VIDE MIN. 5/8 IN.
EMBEDMENT INTO WOOD BUCK. FACTORY PUNCHED HOLES IN JAMBS ARE TO BE No MORE
THAN 6' FROM CORNERS AND 24' O.C, MAX.
10, KINC❑ LTD'S TW SERIES PICTURE WINDOW IS SHOWN INSTALLION DEATILS ALSO APPLY To KINC'S
TB SERIES PICTURE WIND❑WS AND KINC❑'S MARK 4-/50 PICTURE WINDOWS
HALE CIRCLE WIND❑WS
1/2 WIDE
27
1/4"
X
13
5/8'
2 WIDE
37
1/4"
X
18
7/8'
3 WIDE
53
7/8"
X
26
15/16"
DBL 2 WIDE
75
1/2"
X
37
3/4'
DBL 3 WIDE
107
3/4'
X
53
7/8"
ADD ABOVE TO HEIGHT OF WIND❑W
PLUS MULL. SEE YOUR MANUFACTURER
FOR EXACT MULL THICKNESS THAT WILL
BE USED FOR YOUR ❑PENING
PLUS ALLOW FOR FRAMING ABOVE WITH
A MAXIMUM 1/4" SHIM SPACE FROM THE
WOOD FRAMING TO THE FRME OF THE
WINDOW
ANCHOR L❑CATI❑N CHART
L❑CATI❑NS IN HEAD
L❑CATI❑NS IN JAMBS
CALL
SIZE
BUCK
SIZE
UP TO
40 PSF
41 PSF TO
60 PSF
61 PSF TO
70 PSF
UP TO
40 PSF
41 PSF TO
60 PSF
61 PSF TO
70 PSF
0707
6 X 6
NONE
NONE
NONE
F,G
F,G
F,G
0711
6 X 12
NONE
NONE
NONE
F,G
F,G
F,G
0721
6 X 24
NONE
NONE
NONE
F,G
F,G
F,G
0731
6 X 36
NONE
NONE
NONE
F,G
F,G
F,G
0741
6 X 48
NONE
NONE
NONE
F,G
F,G
F,G
0751
6 X 60
NONE
NONE
NONE
F,G
F,G
F,G
1107
12 X 6
NONE
NONE
NONE
F,G
F,G
F,G
1111
12 X 12
NONE
NONE
NONE
F,G
F,G
F,G
1121
12 X 24
NONE
NONE
NONE
F,G
F,G
F,G
1131
12 X 36
NONE
NONE
NONE
F,G
F,G
F,G
1141
12 X 48
NONE
NONE
NONE
F,G
F,G
F,G
1151
12 X 60
NONE
NONE
NONE
F,G
F,G
F,G
2107
24 X 6
C
C
C
F,G
F,G
F,G
2111
24 X 12
C
C
C
F,G
F,G
F,G
2121
24 X 24
C
C
C
F,G
F,G
F,G
2131
24 X 36
C
C
C
F,G
F,G
F,G
2141
24 X 48
C
C
C
F,G
F,G
F,G
2151
24 X 60
C
C
C
F,G
D,E,H,I
D,E,H,I
3107
36 X 6
C
C
C
F,G
F,G
F,G
3111
36 X 12
C
C
C
F,G
F,G
F,G
3121
36 X 24
C
C
C
F,G
F,G
F,G
3131
36 X 36
C
C
C
F,G
F,G
F,G
3141
36 X 48
C
C
C
F,G
D,E,H,I
D,E,H,I
3151
36 X 60
C
C
C
F,G
D,E,H,I
D,E,H,I
4107
48 X 6
C
C
C
F,G
F,G
F,G
4111
48 X 12
C
C
C
F,G
F,G
F,G
4121
48 X 24
C
C
C
F,G
F,G
F,G
4131
48 X 36
C
C
A,B
F,G
F,G
F,G
4141
48 X 48
C
C
A,B
F,G
D,E,H,I
D,E,H,I
4151
48 X 60
C
C
A,B
D,E,H,I
D,E,H,I
D,E,H,I
5107
60 X 6
C
C
C
D,E
D,E
D,E
5111
60 X 12
C
C
C
D,E
D,E
D,E
5121
60 X 24
C
C
A,B
D,E
D,E
D,E
5131
60 X 36
C
A,B
A,B
D,E
D,E
D,E
5141
60 X 48
C
A,B
A,B
D,E
D,E,H,I
D,E,H,I
5151
60 X 60
C
A,B
A,B
D,E,H,I
D,E,F,G,H,I
D,E,F,G,H,I
6107
72 X 6
C
C
C
D,E
D,E
D,E
6111
72 X 12
C
C
C
D,E
D,E
D,E
6121
172 X 24
1 C
A,B
I A,B
I D,E
I D,E
D,E
6131
72 X 36
A,B
A,B
A,B
D,E
D,E
D,E
6141
72 X 48
A,B
A,B
A,B,C
D,E
D,E,H,I
D,E,H,I
6151
72 X 60
A,B
A,B,C
A,B,C
D,E,H,I
D,E,F,G,H,I
D,E,F,G,H,I
NOTE; ACTUAL R.O. ❑PENINGS SIZES MUST BE
VERIFIED BEFORE C❑NSTRUCTION BEGINS.
ALL FASTENERS TO WOOD OR BLOCK MUST
PENETRATE FRAME OF WIND❑W AND IN TO
THE WALL MINIMUM 1 1/4'.
ADD 1 1/2' TO WINDOWS ROUGH ❑PENING SIZE WHEN
USING 2X BUCK STRIPS AND FLANGED WIND.❑WS
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL,
NEC, AND ALUMINUM,
ALL OF THE PRODUCTS SPECIFIED ON THIS
DRAWING OR ANY OTHER PAGE IN THIS PLAN
MAY BE REPLACED WITH THOSE OF GREATER
OR EQUAL VALUES,
THIS INF❑RMATI❑N WAS ❑BTAINED THROUGH KINC❑ , LTD, OF 5245 OLD KINGS ROAD JACKS❑NVILLE FLORIDA 32254
FROM ENGINEERING PR❑VIDED FOR THE INSTALLATI❑N OF THEIR PRODUCT. IF OTHER THAN KINC❑ WIND❑WS ARE
INSTALLED THE CONTRACTOR WILL NEED TO ❑BTAIN THE PROPER INSTALLATI❑N ENGINEERING FROM THE MANUF. OF CH❑ICE.
ALL THE INF❑RMATI❑N ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESP❑NSIBILITY OF THE
CONTRACTOR TO VERIFY ALL INF❑RMATI❑N PRI❑R TO C❑NSTRUCTI❑N, WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS,
WIND❑WS
- APPROVAL NUMBERS
SHUTTERS - APPR❑VAL NUMBERS
EXTERIOR D❑❑RS - APPR❑VAL
NUMBERS
PANEL WALLS - APPR❑VAL NUMBERS
SUBCATAG❑RY MANUFACTURER
APPROVAL
STATUS
SUBCATAGDRY
MANUFACTURER
APPLICATION
SEQ #
STATUS
SUBCATAGDRY
MANUFACTURER
APPROVAL
STATUS
SUBCATAGDRY
MANUFACTURER
APPLICATION
SEQ #
STATUS
ACCORDION
ATLANTIC SHUTTER, INC
FL280
APPROVED
SLIDING
ANDERSEN CORP.
FL1149,
FL1095
APPROVED
SIDING
ALCAN COMPOSITES USA INC
PRODUCTS
FL4141
FL4141
APPROVED
APPROVED
AWNING
ANDERSEN CORP
FL1153,
FL1154,
FL1084, FL1085
FL1086
APPROVED
APPROVED
STORM PANELS Y
FL323
APPROVED
SWINGING
FL1150
FL1097
APPROVED
SIDING
SIDING
ALCOA ARCHITECTURAL
ALCOA HOME EXTERIORS, INC
FL1621 FL2515, FL2523
APPROVED
CASEMENT
DOUBLE HUNG
FL1155,
FL1091
APPROVED
COLONIAL
BAHAMA
FL2870,
FL2875
FL2871
APPROVED
APPROVED
❑THER
SWINGING
ARCH ALUMINUM & GLASS CO. INC.
FL1148'
FL2073,
FL2081, FL2083, FL2085
APPROVED
APPROVED
SIDING
• ' ° '
FL2537, FL2659
FL2641
APPROVED
APPROVED
FIXED
HORIZONTAL SLIDERS
'
' , ' '
FL1156,
FL1094
FL1092
APPROVED
APPR❑VED
STORM PANELS ALL AMERICAN°SHUTTERS
FL347
FL393
APPROVED
APPROVED
SWINGING
FL2088,
FL2090, FL2091
APPROVED
SOFFITS
EXTERIOR INSULATION
•
- , , , ,
FL1942, FL1943
APPROVED
MULLIONS
FL1164
APPROVED
ACCORDION
ACCORDION
AABCO STORM SHUTTERS INC
FL 199�
FL367
APPROVED
SLIDING
SWINGING
CANTERA D❑ORS INC
FL1377,
FL2186
FL1979, FL1980
FL2210
APPROVED
APPROVED
SYSTEM
FL77
APPROVED
DOUBLE HUNG
BETTERBILT
FL667
FL676,
FL684
FL3249
APPROVED
APPR❑VED
ACCORDION
AMERICAN SHUTTER SYSTEMS ASS❑C, INC.
FL389,
FL478, FL1690
APPROVED
SWINGING
CECE DOOR PRODUCTS
FL2178,
FL3019, FL3410
APPROVED
R
❑THER
SOFFITS
ALLIED FOAM PRODUCTS
ALSCO METALS CORP❑RATION
FL1
APPROVED
a FIXED
HORIZONTAL SLIDERS
• , ' • ,
FL670
APPROVED
ROLL -UP
COLONIAL
- -
FL400,
FL2681
FL483
APPROVED
APPROVED
SWINGING
ACRYLIC D❑ORS
CUSTOM WINDOWS
FL157
FL161
APPR❑VED
APPROVED
SIDING
ALSIDE
FL495
APPROVED
SINGLE HUNG
FL663
FL327t
FL2786, FL3248, FL4029
APPROVED
APPR❑VED
BAHAMA
FL2683
APPROVED
SWINGING
ELIXER�IND.
FL161
APPROVED
STOREFRONTS
CURTAIN WALLS
ALUMIGLASS, INC
-
FL1899
FL705362
APPROVED
APPROVED
MULLIONS
HUNG
'
CUSTOM WINDOW SYSTEM, INC
FL163,
FL1241, FL4091
APPROVED
STORM PANELS
ALUFAB HURRICANE SHUTTERS,
INC
FL1025,
FL1033
APPROVED
APPROVEDOTHER
SWINGING
FLORIDA EXTRUDERS INTNL INC
FL45, FL4062
APPROVED
AMERICAN BUILDING CO
FL705
APPROVED
SINGLE
FIXED
FL149
APPROVED
RppLL-UUP
ALUTECH UNITED INC
FL3670
FL2880
APPROVED
SWINGING
JACOBSONJAC❑BS❑N WINDOW CO.
FL397
FL938
APPR❑VED
APPROVED
CURTAIN WALLS
ARCH ALUMINUM AND GLASS CO., INC
FL2110, FL2129
APPROVED
HORIZONTAL SLIDERS
FL153
FL4092
APPROVED
A CDR ION
BAHAMA
BERNARDO SHUTTER CORP
FL2881
APPROVED
SLIDING
SWINGING
JELD-WEN-P❑ZZI
FL935
APPROVED
STOREFRONTS
FL2116 FL2117, FL2119, FL2128
APPROVED
WIND BREAKER
' '
FL157b
APPROVED
COL❑NIAL
FL3450
APPROVED
SLIDING
JELD-WEN�RANT❑UL DIV
FL1897,
FL1895
APPROVED
WALL LOUVER
SIDING
ARROW UNITED INDUSTRIES
BEHLEN/INLAND GROUP
FL307�
FL3667, FL3668
APPROVED
APPROVED
FIXED
MULLIONS
' ' • ,
' ' ' '
FL4093
FL917
APPROVED
APPROVED
ACCORDION
CAMERON ASHLEY BUILDING PRODUCTS
FL405
FL3450
APPROVED
APPROVED
SWINGING
FL1893,
FL1887
APPROVED
SIDING
RERRIDGE MANUFACTURING CO
FL3911
APPROVED
VINYL 2T/4T VERT PIN/SPRONG
CUSTOM WINDOWS VINYL
FL1575.1
APPROVED
STORM PANELS
STORM PANELS
DIVERSIFIED WINDOW SOLUTIONS
EASTERN METAL SUPPLY
INC
FL166
FL370 FL419, FL603
APPROVED
SLIDING
KINCO,�LTD
, , ,
FL980
FL126
APPROVED
APPROVED
OTHER
BPB AMERICA INC
FL3029
APPROVED
VINYL 4T VERT PIN
'WINDOW
FL1575.2 THRU 1575.6
APPROVED
STORM PANELS
FL1616,
FL33§9
APPROVED
SWINGING
SLIDING
KOLBE�& KOLBE
FL1502,
FL
APPROVED
ETHER
BUTLER MANUFACTURING COM
CAMERON ASHLEY BUILDING PRODUCTS
FL4062
FL406
APPROVED
APPROOVED
FIXED
HORIZONTAL SLIDER
JACOBSONCO.
FL395
FL394
APPROVED
APPR❑VED
STORM PANELS
EXETER ARCHITECTURAL PRODUCTS
FL1984
FL1588
APPROVED
APPROVED
SLIDING G
FL4401;
FL2611'FL3206 F 33631
APPROVED
gSOFFI[TS
FL14726
APPROVED
SINGLE HUNG
• ' ' •
FL392
APPROVED
BAHAMA
FL❑RIDA,POWDER CAOTING & SHUTTERS INC
FL3450
APPROVED
MARVIN WINDOWS AND DOORS
LL
FL3362
APPROVED
SIDING
CENT BUILDING
FL1 /
AWNING
JELD-WEN-POZZI
FL929
APPROVED
ACCORDION
PANELS, INC
FL333,
FL411
APPROVED
SWINGING
FL433,
FL951, FL2595,
APPROVED
❑THER
CENTRIA
FL1706, FL1716, FL1717, FFL31
APPROVED
CASEMENT
FL931
APPROVED
STORM PANELS
FLORIDA STORM
FL401
APPROVED
SWINGING
FL3852
APPROVED
OTHER
I I
FL2664, FL3146, FL3155, FL3174, FL3481
APPROVED
DOUBLE HUNG
' , ' • '
FL931
APPROVED
ACCORDION
OTHER
FOLDING• SHUTTER CORP
FL78
APPROVED
OTHER
SWINGING
MASpNITE ,INT.
FL2616
FL18, FL19,
FL20, FL4068, FL4085 APPROVED
ETHER
SIDING
•
CERTAIN TEED CORPORATION SIDING PRODUCTS
FL1573
FL1573
APPROVED
APPROVED
FIXED
•
FL9936
FL333
APPROVED
APPROVED
ACCORDION
GUARDIAN HURRICANE PROTECTION
PR❑DUNTS, INC FL401
APPROVED
SLIDING
MI HOME PRODUCTS INC
FL561, FL3246, FL3319
APPROVED
WALL LOUVER
CONSTRUCTION SPECIALTIES INC
FL2495
APPROVED
HORIZONTAL SLIDER
AWNING
FL187
FL]880
APPROVED
OTHER
HENDEE ENTERPRISES INC
FL1892
FL3255
APPROVED
APPROVED
SLIDING
NUAIR WINDOWS AND DOORS
FL212, FL2712
APPROVED
SIDING
CRANE PERFORMANCE SIDIN('
FL2495
APPROVED
CASEMENT
JELD-WEN•RANTOUL DIV
FL1888,
FL1880
APPROVED
ROLL -UP
HERMEX SOUTHEAST,
INCPRODUCTS,
FL405
APPROVED
SLIDING
PEACHTREE DOORS AND WINDOWS
FL1450,
FL3153
APPROVED
CURTAIN WALLS
CURRIES D TRACEY CORP
FL1140, FL2516
APPROVED
DOUBLE HUNG
FL1883
APPROVED
ACCORDION
COLONIAL
COLONIAL
HILLS ALUMINUM INC
HOBO SOUND ALUMINUM & AMP
SHUTTER CORP
FL1670
APPROVED
SLIDING
SLIDING
PELLA CORPORATION
FL588,
FL2311,
FL955, FL1824, FL428
FL2646, FL3131, FL3678
APPR❑VED
APPROVED
STOREFRONTS
CURRIES
FL3704
FL3775, FL3777
APPROVED
APPROVED
FIXED
' ' , • '
FL1890,
FLIG98
APPROVED
APPROVED
HOBESSOU D INDUSTRIES INC
FL1670
APPROVED
SLIDING
• , • ' ,
FL3944
APPROVED
SIDING
EXTERIOR INSULATION
DEAN STEEL BUILDINGS
DRYVIT SYSTEMS, INC
FL2030, FL3423
APPROVED
MULLIONS
FIXED
KINC❑, LTD.
FL1896
FL125
APPROVED
ACCORDION
• ,
FL1918,
FL170,
FL3669
FL2464
APPROVED
APPROVED
SWINGING
' , ' , ,
FL587,
FL1823, FL429, FL2644
APPROVED
FINISH SYSTEM
HORIZONTAL SLIDER
, , ' ,
FL124
APPROVED
ACCORDION
HURST AWNING,COMPANY
FL171
APPROVED
SWINGING
PELLA ENTRY SYSTEMS
FL1112,
FL1115, FL1116
APPROVED
STOREFRONTS
EEC❑ CORPORATION
FL1561
APPROVED
SINGLE HUNG
MULLIONS
• ' , ' '
FL123
FL957
APPROVED
APPROVED
BAHAMA
ROLL -UP
� �
FL173,
FLI74,
FL2456
FL1189, FL3402
APPROVED
APPROVED
SWINGING
SLIDING
• ' '
PGT, IND.
FL3254
FL251
FL3293
FL328, FL1010, FL2764
APPROVED
APPROVED
CURTAIN WALLS
pXT R
EEL�IITTEE UUMINUM CORP.
FL110p4gg
Fffl4
APPROVED
APPROVED
AWNING
MARVIN WINDOWS AND DOORS
FL444,
FL2583, FL3353
APPR❑VED
STORM PANELS
, ' , , '
, • ' '
FL2408
APPROVED
SLIDING
' ' ' ,
FL3515
APPROVED
APPROVED
EXTERIOR INSULATION
FINEST�bE
FL1966
APPROVED
CASEMENT
FL445,
FL2491, FL3355
APPROVED
❑THER
ROLL -UP
INN❑NATIVE PROTECTIVE PRODUCTS LLC
INNOVATJORDAN'
FL1801
APPROVED
SWINGING
SSWIINGING
-
FL253
FL23311,
FL331, FL1011 FL1433
FL3748, FL3549
APPROVED
FINISH SYSTEM
OTHER
FLORIDA PRE-FAB, INC
FL1487
APPROVED
DOUBLE HUNG
FIXED
' , • '
• ' ' '
FL446,
FL447OVED
FL2580, FL3356, FL3735
FL2587, FL3358
APPROVED
APPROVED
ROLL -UP
ALUMINUM INC
FL488,
FL48
FL493
APPRgVE�I
APPR VE ll
PLASTPRO•INC/NANYA PLASTICS
APPROVED
GENTEK BUILDING PRODUCTS
FL2982
APPROVED
HORIZONTAL SLIDER
-
,
FL448,
FL3051, FL3357
APPROVED
ACCORDION
STORM PANELS
, , , ,
KD MANUFACTURING
FL2773
APPROVED
SWINGING
SLIDING
SIMONTON WINDOWS
FL132,
FL128
FL1370, FL3030, FL3891
FL109
APPROVED
gSIODFFITS
❑THER
GEORIDA-PACIFIC CORP GYPSUM
FL2524
APPROVED
SINGLE HUNG
DUAL ACTION
' ' • • '
-
FL3736
FL3737
APPROVED
APPROVED
STORM PANELS
° • °
, , " ,
FL338
FL540
APPROVED
APPROVED
SWINGING
FL181 FL184
APPROVED
APPR❑VED
SIDING
GERREL FAM ENTER dba ABC SEAMLESS SIDINGFL398
APPROVED
PROJECTED
' ' ' ' °
FL3738
APPROVED
❑THER
ACCORDION
, " ,
FL541
APPROVED
SWINGING
SWINGING
STANEK WINDOWS
TAYLOR BUILDING PRODUCTS
FL2060,
FL2196,
FL2553
FL2297, FL2549, FL2554
APPROVED
❑THER
CURTAIN WALLS
GFRC CLADDING SYSTEMS, INC
GLASS AMERICA
FL3983
FL361
APPROVED
APPROVED
MULLIONS
PINNACLE ROOM WINDOW
MILLENIUM
FL973
FL2363
APPROVED
APPROVED
BAHAMA
MADDEN MFG
FL240,
FL244
FL2754
APPROVED
APPROVED
SWINGING
FL3113
APPROVED
APPROVED
SIDING
GULF STATES MANUFACTURERS
FL4055
APPROVED
AWNING
NUAIR WINDOWS & DOORS
FL202,
FL2705
APPROVED
ACCORDION
ACCORDION
" "
MASTERCARE SHUTTER CORP
FL321
APPROVED
SLIDING
SWINGING
THERMA-TRU CORP.
, ,
FL1185
FL1170
APPROVED
SIDING
HEARTLAND BUILDING PRODUCTS
FL1712
FL627
APP
APPROVED
V
FIXED
HORIZONTAL SLIDER
' ' ' -
• ' • ' '
FL208
FL209
FL2709
APPROVED
APPR❑VED
ACCORDION
METAL SHIELD CORP
FL3971
APPROVED
APPROVED
SWINGING
THE STANLEY WORKS -DOOR SYSTEMSFL1397
APPROVED
SOFFITS
STOREFRONTS
KAWNEER COMPANY, INC
FL627, FL632
APPROVED
SINGLE HUNG
'
FL209 L2710
APPROVED
BAHAMA
STORM PANELS
METAL TECH, INC
> I • � ,
FL1166
FLI17
FL722
APPROVED
SLIDING
SWINGING
WEATHERSHIELD
' , ' '
FL1327
FL1328
FL3168
APPROVED
APPROVED
CURTAIN WALLS
FL1649
FL1139
APPROVED
APPROVED
MULLIONS
CASEMENT
' ° FL210
PEACHTREE DOORS & WINDOWSFL1449,
FL3151
APPROVED
APPROVED
ACCORDION
"
" , , , °
FL118
FL119
FL1220
APPROVED
APPROVED
SLIDING
WINDOOR INCORPORATED
FL225,'FL805
APPROVED
APPROVED
SIDING
SIDING
KAY�AIt IRT�
LAM NA ❑ INC
FL2918
APPROVED
DOUBLE HUNG
FL1451,
FL3154
APPROVED
ROLL -UP
STORM PANELS
METALS USA BUILDING PR❑DUCTS
FL42J
APPROVED
SLIDING
SWINGING
WINDOW CRAFTSMAN
'
FL1810
FL397$
FL3974
APPROVED
SOFFITS
STOREFRONTS
LLT�GLOBIA SOLUTIONS
FL393 FL1965
FL1651
APPROVED
APPROVED
FIXED
PROJECTED
FL1452,
FL1454,
FL3157
FL3158
APPROVED
APPROVED
STORM PANELS
ROBIC❑ SHUTTERS INC
FL1146,
FL162
FL519, FL2301
APPROVED
APPROVED
AUTOMATIC
STANLEY ACCESS TECHNOLOGIES
FL379
APPROVED
SIDING
L P SPECIALTY -VINYL
FL1651
APPROVED
HORIZONTAL SLIDER
, • ' •
FL3159
FL3160
APPROVED
APPROVED
ACCORDION
ACCORDION
-
ROLLER,STAR USA
FL945
FL3035 FL3603
APPROVED
SECTIONAL
SECTIONAL
AMARR GARAGE DOORS
FL605,
FL2770,
FL697 FL1822, FL2730
FL
APPROVED
APPROVED
SOFFITS
SIDING
- -
LUDWIG BUILDINGS, INC
FLIG53
FL17po1,
APPROVED
APPROVED
SINGLE HUNG
FL430
APPROVED
STORM PANELS
RAYM❑ND BUILDING SUPPLY
FL1404,
FL2334
APPROVED
SECTIONAL
COLLIER/DIN ❑F SR DESIGN
FL1269,
FL1834
B34
APPROVED
❑THER
METALS USA BUILDING PRODUCTS
FL1791, 1793
APPROVED
AWNING
CASEMENT
PELLA CORPORATION
FL585,
FL431
APPROVED
SHUTTER DIVISION
FL1405
APPROVED
SECTIONAL
C❑PLAY BUILDING PRODUCTS
FL542,
FL549, FL1794, FL2581
APPROVED
SOFFITS
METAL BUILDING SUPPLIES, LLC
FL2756
APPR❑VED
DOUBLE HUNG
FL432,
FL436 FL2309
APPROVED
ACCORDION
ROLL -UP
FL1406
APPROVED
SECTIONAL
SECTIONAL
FL3026,
FL4088
FL3060, FL3452, FL3840
APPROVED
APPROVED
SIDING
OTHER
-
METL-SPAN I, LTD
FL2555
FL2072
APPROVED
APPROVED
FIXED
FIXED
' ' ' ' '
FL584,
FL438,
FL1456, FL1821, FL437
FL439, FL433, FL2307
APPROVED
APPROVED
ROLL -UP
ROLSAFE
FL21811
FL21%
APPR VED
APPROVED
SECTIONAL
DAB DOORS CO. INC.
FL982
APPROVED
STOREFRONTS
MILLER GLASS AND GLAZING, INC
FL3513
APPROVED
HORIZONTAL SLIDER
FL434
APPROVED
ACCORDION
ROLL -UP
ROLL -A -WAY SECURITY SHUTTERS
FL2878,
FL3622
APPROVED
SECTIONAL
SECTIONAL
HOERMAN INC
MID AMERICA DOOR
FL600,
FL1945,
FL1728
FL2382 FL2538 FL3997
APPROVED
APPROVED
OTHER
MITSUBISHI CHEMICAL AMERICA
MITTEN, INC
FL3278
FL1905, FL2115
APPROVED
SINGLE HUNG
AWNINENT
' ' '
PGT•INDUSTRIES
FL1457,
FL435
APPROVED
p LL �
ACU❑RDION
ROLLING SHIELD INC
3
FL3418'
FL3414, FL3416, FL3417
APPROVED
SECTIONAL
OVERHEAD DOORS
FL674
FL828 �L1024, rLI145
APPROVED
OTHER
INC
FL4140,
APPROVED
F 245,
FL100 FL1900, FL330
APPROVED
ACCORDION
ROLLADEN INC "
FL3554
APPROVED
SECTIONAL
ROLL UP
FL344$, FL40�8
FL742 FL2485 FL3449
APPROVED
APPROVED
OTHER
MORTON BUILDING, INC
FL30712
APPROVED
APPR❑VED
CASEMENT
• ' ' '
FL2328
APPROVED
APPROVED
STORM PANELS
, -
FL3554
APPROVED
SECTIONAL
RAYN❑R GARAGE DOORS
FL1653,
FL3070
APPROVED
GLASS BLOCK
SIDING
MULIA INC
NAILIfE INTERNATIONAL
FL1572
FL1077
APPROVED
DOUBLE HUNG
' , ' • '
• •
FL1005,
FL243
FL324
FL1012 FL492 FL326
APPROVED
ACCORDION
SIGNATURE STORM PROTECTION
INC
FL35
APPROVED
APPROVED
SECTIONAL
U.S. DOORS &BUILDING PROD. INC.
FL891,
FL847, FL3912
APPROVED
OTHER
NUCOR BUILDING SYSTEMS
FL2686
APPROVED
FIXED
FIXED
' ' • • '
FL146c�,
FL2V2, FL2�32, FL2760
APPROVED
STORM PANELS
SOUTHERN METALS MFG C❑
FL277,
FL310, FL358
APPROVED
SECTIONAL
WAYNE DALTON CORPORATION
FL22, FL285
FL887 FL1430
APPROVED
SOFFITS
❑WENS CORNING
FL920
APPROVED
FIXED
FL3208,
FL 2763
APPROVED
ACCORDION
STORM PANELS
' '
STORM METALS"PRODUCTS LLC
FL308
FL314
APPROVED
SECTIONAL
ROLL UP
' ' • '
FL1840,
FL102,
FL2678 FL13076
FL1421, �L1672
APPROVED
APPROVED
SIDING
EWENS CORNING
FL33
FL3396
APPROVED
APPROVED
HORIZONTAL SLIDER
• ' ' ,
FL329,
FL1844, FL1006, FL242
APPROVED
APPROVED
BAHAMA
• '
FL315
APPROVED
SECTIONAL
WINDSOR DOOR COMPANY
FL1167,
FL1416
APPROVED
CURTAIN WALLS
SIDING
RC ALUMINUM INDUSTRIES, INC
REYNOLDS METALS COMPANY dba ALC❑A
FL4125
APPROVED
HORIZONTAL SLIDER
• ' • ,
- '
FL1006,
FL325
FL2325, FL2762
FL1843 FL1458, FL2323
APPROVED
STORM PANELS SHUTTERS SOLUTIONS INC
FL334,
FL3403, FL3442
APPROVED
SIDING
ROYAL GROUP TECHNOLOGIES, INC
FL976
APPROVED
SINGLE HUNG
SINGLE HUNG
' , , , '
FL143�,
FL100�, FL239, FL2769
APPROVED
COLONIAL
SOUTHERN EXTRUSION INC
FL871
FL871
APPROVED
APPROVED
SIDING
RUFFIN BUILDING SYSTEMS
FL2961
APPR❑VED
SINGLE HUNG
FL3209
APPROVED
BAHAMA
OTHER
"
SOUTHERN EXTRUSION INC
FL2031,
FL3510
APPROVED
WALL LOUVER
OTHER
RUSKIN COMPANY
• • ' '
FL3283, FL3285, FL3286
FL3287
APPR❑VED
APPR❑VED
PROJECTED
MULLIONS
' ' ' '
FL2329,
FL261
FL2761, FL2766
APPROVED
APPROVED
STORM PANELS
ACCORDION SOLUTIONS INC
FL3372
FL1 OO1
APPROVED
APPROVED
EXTERIOR INSULATION
FINISH SYSTEM
SENERGY, LLC
FL1964, FL2016
APPROVED
SINGLE HUNG
PHILLIPS PRODUCTS
FL2333,
FL1671, FL2020, FL3307
APPROVED
TOWN &ISO
STORM PANELS TOWN & COUNTRY INDUSTRIES
INC
F
FL312, FL2250
S K Y L I G H T S - A P P R ❑VAL
N U M
SIDING
SHAKERTOWN 1992 INC
FL680
APPROVED
HORIZONTAL SLIDER
' ' • ' ,
FL1933,
FL3311
APPROVED
ACCORDION
FL316,
FL2249, FL2482
APPROVED
SIDING
STAR BUILDING SYSTEMS
FL3093
APPROVED
OTHER
FIXED
FL1934
FL1935,
FL3310
APPROVED
APPROVED
R❑LL-UP
" I � " "
, ,
FL317,
FL2668
FL2251, FL2463
APPROVED
APPR❑VED
MANUFACTURER
APPR❑VAL
STATUS
EXTERIOR INSULATION
ST❑ CORP
FL1989
APPROVED
FIXED
AWNING
PITTSBURGH CORNING CORP
SIMONTON WINDOWS
FL1366
FL57, �L56,
FL1310 FL1363
FL3384
APPROVED
APPROVED
BAHAMA " : r
STORM PANELS WAYNE-DALTON CORP
FL114,
FL2753
FL2187, FL3227
APPROVED
APPROVED
SKYLIGHT
VELUX-AMERICA, INC
FL952
FL1825, FL451, FL1825
APPROVED
FINISH SYSTEM
OTHER
gTRUCTALL BOILpDING SYSTEMS, INC
FL1383
APPR❑VED
CASEMENT
• • • ' •
FL224,
FL107, FL3387, FL3391
APPROVED
ROLL -UP
- - -
FL144,
FL388
APPROVED
FL264i
FL3130
APPROVED
SIDING
STEEL BUILT CORP
FL3985
APPR❑VED
DOUBLE HUNG
- - - -
FL226,
FL143, FL3389
APPROVED
ROLL -UP
WEATHER GUARD INC
°
FL155
APPROVED
ANDERSEN C❑RP.
FL1101
APPROVED
SIDING
SUNCOAST BUILDING COMPONENTS
FL2152
APPROVED
FIXED
, • • •
FL178,
FL179' FL228, FL3061
APPR❑VED
ACCORDION
FL3221
APPROVED
NATURALITE SKYLIGHTS
FL1500
APPROVED
SIDING
THE FOUNDCCRY
FL2432
APPROVED
HORIZONTAL SLIDER
• • • '
FL203,
FL213
APPROVED
STORM PANELS
STORM PANELS WEATHERGUARD BUILDING PR❑DUCTS
FL3473
APPROVED
NATURALELBGH T ENERGYISYSTEEMS ❑LOGIES
FL1629 28
APPROVED
WALLGLOUVER
UNITED ENERTECHRUKTUROC, INC
F HAi FL3284
APPROVED
PROJECTED
• '
'
FL108
FL219,
FL204, FL3128
APPROVED
APPROVED
ROLL -UP
WINDOW & SHUTTER DESIGNS
CORP
FL2899
APPROVED
TUBULAR SKYLIGHT, INC
FL1888
APPROVED
CURTAIN WALLS
UNITED STATES ALUMINUM CORP
FL2672
APPROVED
SINGLE HUNG
MULLIONS
, ' ' ' ,
FL2339
APPROVED
ACCORDION
ROLL -UP
VALC❑ ENTERPRISES LTD
U R❑LL SHUTTERS
FL2878
FL3941
APPROVED
APPROVED
❑DL INC
FL2142,
FL2146
APPROVED
APPROVED
STOREFRONTS
FL36612
APPROVED
AWNING
STANEK WINDOWS
FL200599
APPROVED
TRISTAR SKYLIGHTS
FL2411
SIDING
UNITED STRUCTURES OF AMERICA, INC
FL3996
APPROVED
CASEMENT
-
FL2048
FL2056, FL2550
APPROVED
MAXIM INDUSTRIES, INC
FL2418
APPROVED
SIDING
VARIFORM, INC
FL1606, FL2224
APPROVED
D❑UBLE HUNG
• • • ° •
FL1739
APPROVED
SUN-TEK MFG.
FL2442
APPROVED
STOREFRONTS
VISTAWALL GROUP
FL1610, FL2848, FL2887, FL3393
APPROVED
FIXED
FL2055,
FL2054, FL2138
APPROVED
RESOLITE A DIVISION OF STABILIT AMERICA
FL2586
APPROVED
APPROVED
CURTAIN WALLS
' • ' • '
FL2889
APPROVED
HORIZONTAL SLIDER
' ' - ' '
FL2052
FL2046 FL2062, FL2552
APPR❑VED
CPI INTERNATIONAL INC
SUPER SKY PRODUCTS INC
FL2915
FL3077
APPROVED
OTHER
ETHER
VP BUILDING INC
VULCAN STEAL STRUCTURES, INC
FL1878
FL3408
APPROVED
APPROVED
SINGLE HUNG
MULLIONS
' ° ' ° '
FL2061'FL2045'
FL2420
APPROVED
APPROVED
BIRDVIEW SKYLIGHTS'
FL3156
APPROVED
SIDING
W DGC❑R, INC
FL2503
APPROVED
CASEMENT
WEATHER SHEELD
FL1285,
FL3163, FL3822
APPROVED
KENNEDY SKYLIGHTS LLCC
PARAMOUNT SKYLIGHTS, IIVC
FL3374
FL3587
APPROVED
APPROVED
OTHER
SIDING
WELLBILT INTERNATIONAL INC
WHIRLWIND BUILDING STSYEMS
FL2981
FL1429, FL2489
APPROVED
APPROVED
DOUBLE HUNG
FIXED
- - -
FL1286,
FL1288,
FL3165
FL3166
APPROVED
APPR❑VED
SOLATUBE INTERNATIONAL, INC
FL3969,
FL3970
APPROVED
STOREFRONTS
YKK AP AMERICA
FL1772, FL3173, FL3743, FL3744
APPROVED
HORIZONTAL SLIDER
FL1293
APPROVED
CURTAIN WALLS
• ' , °
FL1773, FL3172, FL3730
APPROVED
PROJECTED
• ' • ' '
FL1290
APPROVED
SINGLE HUNG
' •
FL1287
APPROVED
MULLIONS
• ' • , '
FL3167
APPROVED
FIXED
WINDOOR ONCORPORATED
FL811, FL227
APPROVED
FIXED
WINDOW CRAFTSMAN
FL1808
APPROVED
HORIZONTAL SLIDER
FL1807,
FL3972
APPROVED
WIND BREAKER
DOUBLE HUNG
' ' ' ' '
WINDOW MART
FL1813,
FL806
FL2296
APPROVED
APPROVED
ROOFING - APPROVAL
NUMBERS
FIXED
' ' '
FL809
APPROVED
HORIZONTAL SLIDER
' • ' • •
FL807
APPROVED
SUBCATAGDRY
MANUFACTURER
APPROVAL
STATUS
SUBCATAG❑RY
MANUFACTURER
APPROVAL
STATUS
ASPHALT SHINGLES
ATLAS ROOFING CORPORATION
FL784
APPROVED
APPROVED
UNDERLAYMENTS
ATLAS ROOFING CORPORATION
BLACKWATER WARRIOR ROOFING
FL4064
FL2077
APPROVED
APPROVED
CERTAINTEED CORPORATION -ROOFING
ELK CORPORATION
FL250, FL3328
FL586, FL728, FL1476,
FL2143
APPROVED
CERTAIN TEED CORP❑RTATI❑N ROOFING
FL3455
APPROVED
GAF MATERIALS CORPORATION
FL183, FL3574
APPROVED
ELK CORPORATION
FL3453
APPROVED
APPROVED
IK❑ PRODUCTION INC
FL3492
APPROVED
FLEXIA CORPORTATION
FL22891FL2559
APPROVED
MARLARKEY ROOFING PRODUCTS
FL3692 FL3739
�L2277,
FL3851
APPROVED
APPROVED
GAF MATERIALS CORPORATION
G.A.P. ROOFING
FL196, FL2813, FL4121
FL2894
APPROVED
❑WENS CORNING
PABCO ROOFING PRODUCTS
FL85, F
FL3700
1_3663
APPROVED
HENRY COMPANY
FL3337
APPROVED
APPROVED
RGM PRODUCTS INC
TALLANT INDUSTRIES
FL2335, FL2336,
FL4081
FL3124
APPROVED
APPROVED
INTERWRAP
KIRSCH BUILDING PRODUCTS LLC
FL146B
FL1655
APPROVED
TAMKO ROOFING PRODUCTS INC
FL673, FL1956
APPROVED
LFF SYSTEMS INC
FL1842
APPROVED
BUILT UP ROOFING
BLACK WARRIOR ROOFING
FL2074
APPROVED
NORTHERN ELASTOMERIC INC
FL2218
APPROVED
CERTAINTEED CORPORATION -ROOFING
FL477
APPROVED
❑WENS CORNING
FL1000, FL1001, FL3349
APPROVED
COOLEY INCORPORATED
FL1875
APPROVED
P❑LYGLASS USA
FL986
APPROVED
GAF MATEERIALS CORPORATION
FL618
APPROVED
RGM PRODUCTS INC
ROSENLEW RKW FINLAND LTD
FL2369
FL1258
APPROVED
APPROVED
HENRY COM ANY
JOHNS LE
FL3343
FL1061
APPROVED
APPROVED
S❑PREMA, INC (CANADA)
FL3369, FL2570
APPROVED
S T R U C T U R A L
- A P P R❑ V A L N UMBER
S
SING
K❑PPERS INC
FL2161
APPROVED
SYSTEM COMPONENTS CORP
FL3366
APPROVED
RGM PRODUCTS INC
FL741
APPROVED
TAMK❑ ROOFING PRODUCTS INC
TARC❑
FL1478 FL1481 FL1744
FL277� FL2786, FL2781, FL2783,
FL3368
APPROVED
APPROVED
SUBCATAG❑RY
MANUFACTURER
APPROVAL
STATUS
TAMKO ROOFING PRODUCTS INC
TARCE
FL2337
FL2376
APPROVED
APPROVED
UNITED ROOFING
FL2965'
APPROVED
DECK -ROOF
WHIRLWIND BUILDING SYSTEMS
FL1431 FL1432, FL1843
APPROVED
APPROVED
THE GARLAND COMPANY INC
TREMC❑ INCORPORATED
FL2324
FL3810
APPROVED
APPROVED
WARRIOR ROOFING MANU.
Y❑RK MANUFACTURING INC
FL2346
FL3266
APPROVED
APPROVED
DECK -ROOF
SUNCOAST BUILDING COMPONENTS
FL214U
FL2266
APPROVED
U.S.INTEC
FL623
APPROVED
OTHER
ACI BUILDING SYSTEMS
FL3517
APPROVED
DECK -ROOF
DECK -ROOF
ENGLERT INC
ARCHITE6TURAL INTEGRATED METALS,
INC
FL2434
APPROVED
CEMENTS -ADHESIVES -COATINGS
ASHLAND SPECIALTY CHEMICAL
FL2278
APPROVED
AEICOR METAL PRODUCTS, INC
AEP SPAN
FL343
FL2690
APPROVED
APPROVED
DECK -ROOF
ADVANCED ALUMINUM
FL2439
FL2486
APPROVED
APPROVED
BARRETT COMPANY
CERTAINTEED CORPORATION -ROOFING
FL3008
FL490
APPROVED
APPROVED
AIR VENT, INC
FL1607
APPROVED
DECK -ROOF
DECK-R❑OF
STREAMLINE ROOFING & CONSTRUCTION,
WEDGCOR, INC
INC
FL2500
APPROVED
CIM INDUSTRIES
FL3919
APPROVED
AMERICAN BUILDING COMPANY
FL704
APPROVED
DECK -ROOF
METAL BUILDING SUPPLIES LLC
OF
FL2551
APPROVED
ECOLOGY ROOF SYSTEMS
HENRY COMPANY
FL3690
FL998, FL3329,
FL3336
APPROVED
APPROVED
BLOCKSOM & AMP CO
BUTLER MANUFACTURING COM
FL2691
FL2635
APPROVED
APPROVED
DECK R❑OF
DECK -ROOF
U DD FLORIDA,
BOFFIN BUL DINGO SYSIES
INC
FL2652 FL2807
APPROVED
KARNAK CORP❑RATION
FL1026
APPROVED
CECO BUILDING SYSTEMS
FL1723, FL1724
APPROVED
DECK -ROOF
COPPER SALES, INC
FL2833
APPROVED
KOPPERS INC
MEGA INDUSTRIES CORPORATION
FL3055
FL1603, FL3252
APPROVED
APPROVED
CENTRIA
CHEROKEE METALS C❑
FL3149, FL3150, FL3152
FL4052
APPROVED
APPROVED
DECK -ROOF
DECK -ROOF
CONSOLIDATED METALS OF FLORIDA
STAR BUILDING SYSTEMS
FL2975
FL3088
APPROVED
APPROVED
MILLENNIUM ADHESIVE PRODUCTS INC
FL1800
APPROVED
CRAFT -BUILT MANUFACTURING CO
FL3785
APPROVED
DECK -ROOF
BERRIDGE MANUFACTURING CO
FL3118, FL3467
APPROVED
OLYMPIC FASTENERS
❑WENS CORNING
FL1608
FL2276
APPROVED
APPROVED
ELITE ALUMINUM CORP
ENVIROGARD LLC
FL1049
FL3946
APPROVED
APPROVED
DECK -ROOF
DECK -ROOF
FOUR SEASONS SOLAR PRODUCTS,
DIXIELAND METALS, INC
LLC
FL3161
FL3380
APPROVED
APPROVED
POLYFOAM PRODUCTS INC
FL1365, FL4180
APPROVED
FABRAL
FL3115
APPROVED
DECK -ROOF
BEHLEN/INLAND GROUP
FL3629
APPROVED
REPUBLIC POWDERED METALS INC
FL1560
APPROVED
FL❑RIDA METAL PR❑DUCTS INC
GAF MATERIALS CORPORATION
FL2075
FL197
APPROVED
APPROVED
DECK -ROOF
DECK -ROOF
C-TH U INDUSTRIES
STEEL BUILT CORP
FL3708
FL3722
APPROVED
APPROVED
SIPLAST/IC❑PAL
SOPREMA INC
FL1356
FL1177
APPROVED
APPROVED
HEADRICK BUILDING PRODUCTS INC
FL2631 FL2945
APPROVED
DECK -ROOF
THE GARLAND COMPANY, INC
FL3723
APPROVED
TAMKO ROOFING PRODUCTS INC
FL1479, FL1960
APPROVED
INNOVATIVE METALS COMPANY, INC
JONES-GROPE INDUSTRIES INC
FL2695, FL3495
FL3906
APPROVED
APPROVED
DECCK-RR❑OF
DEAN STEEL BUILDINGS
FL379974, FL3776
APPROVED
THE BREWER COMPANY
INC
FL3020
APPROVED
DECK -ROUE
CENTURIONCINDUSTRIES, INC
FL3878
APPROVED
TREMC�RINCORP(°RATED
FL3818
APPROVED
L❑MANCOCINC❑SITES
FL2847 FL3595, FL3792, FL3793,
FL3794 APPROVED
DECK R❑❑F
METAL PANELS INC
FL3D99
FL3 20
APPROVED
LIQUID APPLIED ROOF SYSTEMS
C❑NKLIN COMPANY INC
GAF MATERIALS C❑RP
FL3529
FL620
APPROVED
APPROVED
LUDWIG BUILDINGS INC
MBCI, LP
FL3689
FL1677, FL1904
APPROVED
APPROVED
DECK -ROOF
DECK -ROOF
ADMIRAL SUNROOM INC
GULF STATES MAf�UFACTURERS
FL4054
APPROVED
APPROVED
INFINITI PRODUCTS CO
FL1313
APPROVED
McELROY METAL INC
FL1747
APPROVED
DECK -ROOF
CENTRIA
FL4133
APPROVED
KEMPER SYSTEM
SEALOFLEX INC
FL3392
FL1544, FL2144
APPROVED
APPROVED
MADISON IND, INC OF GEORGIA
MERCHANT & AMP; EVANS INC
FL4051
FL3778
APPROVED
APPROVED
ENGINEERED LUMBER
ENGINEERED LUMBER
GEORGIA PACIFIC CORP.
L P EWP
FL1008, FL2023, FL2147
FL1511
APPROVED
APPROVED
TECHNICAL ROOFING SOLUTIONS
FL861
APPROVED
METAL -ERA INC
FL2192
APPROVED
ENGINEERED LUMBER
TRUS JOIST, A WEYERHAEUSER BUSINESS
FL1630
APPROVED
MODIFIED BITUMEN ROOF SYSTEM
CERTAINTEED CORPORATION -ROOFING
FL479, FL2533
APPROVED
METAL SALES MANUFACTURING
METALS USA BUILDING PRODUCTS
FL2182, FL2832
FL17 9 FL2 91, FL3233
APPROVED
APPROVED
ENGINEERED LUMBER
BOISE ENG. WOOD PRODUCTS
FL1644
APPROVED
ECOLOGY ROOF SYSTEMS
FIRESTONE BUILDING PRODUCTS INC
FL3686
FL1358
APPROVED
APPROVED
METL-SPAN I, LTD
FL265�
APPROVED
ENGINEERED LUMBER
ENGINEERED LUMBER
INTERNATIONAL PAPER
R❑SEBURG FOREST PRODUCTS
FL1849
FL2440
APPROVED
APPROVED
GAF MATERIALS C❑RP
FL206, FL617, FL621
APPROVED
MORTON BUILDING, INC
NUCOR BUILDING SYSTEMS
FL3071
FL2561
APPROVED
APPROVED
INSULATION FORMS
INSULATION FORMS
ARXX BUILDING PRODUCTS
NEW-TEK BUILDING SYSTEMS, LLC
FL1350
FL1491
APPROVED
APPROVED
HENRY COMPANY
H❑NEYWELL INTERNATIONAL INC
FL3340
FL369
APPROVED
APPROVED
OWENS C❑RNING
FL234
APPROVED
INSULATION FORMS
NUDURA CORPORATION
FL1585
APPROVED
JOHNS MANVILLE
FL644, FL2122,
FL2860, FL2948
APPROVED
PGT INDUSTRIES
S❑LATUBE INTERNATIONAL INC
FL1885
FL3269
APPROVED
APPROVED
C
❑
N
T R A C
T
❑
R N ❑ T E
INSULATION FORMS
REWARD WALL SYSTEMS INC
FL1743
APPROVED
APPROVED
MB TECHNOLOGY
MULE -HIDE PRODUCTS CO INC
FL3464, FL3465
FL1213
APPROVED
APPROVED
STRUCTALL BUILDING SYSTEMS INC
FL1387, FL1410
APPROVED
,
INSULATION FORMS
PHIL-INSUL CORP-INTEfRASPEC
FL2199
FL2253
APPROVED
PERFORMANCE RpOF SYSTEMS INC
FL486
APPROVED
SUPERIOR METAL SYSTEMS, I
APPROVED
INSULATION FORMS
FORMS
ECO-BLOCK LLC
GEORGIA FbAM INC
FL2745
APPROVED
P❑LYGLASS USA
FL985 FL1654
APPROVED
INCFL2139
TAMK❑ ROOFING PR❑DUCTS C
FL682, FL4087, FL4103
APPROVED
BEGINNING A P R I L 5 2004 BUILDING
PRODUCTS
USED I N CONSTRUCTION
STRUCTURES I N FLORIDA
INSULATION
INSULATION FORMS
LOGIX INSULATED CONCRETE FORMS
FL2931
APPR❑VED
APPROVED
SIPLAST/IC❑PAL
SOPREMA INC
FL107�
FL1182, FL3915
APPROVED
APPROVED
THE GARLAND COMPANY, INC FL3411
THOMPS❑N AR,SHITECTURAL METALS COMPANY INC FL3628
APPROVED
APPROVED
A R E
REQUIRE D T❑ C❑ M P L Y W I T
H S T A N D A R D S
S E T B Y T H E S TAT E ❑ F
F L ❑RID A
INSULATION FORMS
TRITEX ICF PRODUCTS, INC
FL3553
TAMKO ROOFING PRODUCTS INC
FL735
APPROVED
TOWN 8 COUNTRY INDUSTRIES
FL2711
APPROVED
INSULATION FORMS
TRUSS PLATES
AMERICAN POLYSTEEL, LLC
TRUSWAL SYSTEMS INC
FL3619
FL1612
APPROVED
APPROVED
TREMCO INCORPORATED
FL3816
APPROVED
VP BUILDING INC
WOODLAND If�DUSTRIES, INC
FL1868
FL1814
APPROVED
APPROVED
TRUSS PLATES
ALPINE ENG PR❑DUCTS
MI-TEK INDUSTRIES, INC
FL1999
FL2197
APPROVED
APPROVED
ROOF TILE ADHESIVES
THE GARLAND COMPANY INC
BERMUIIA R❑❑F CO INC
FL2320
FL520
APPROVED
APPROVED
W.P. HICKMAN CO
FL200
-
APPROVED
T H E S
E P R ❑DUCT S A K E R E Q U I R E
D T❑ D I S P L A Y A F L❑ R I D A A P P R OVAL
NUMBER (EX: F L- 0 0 0 0 0)
TRUSS PLATES
TRUSS PLATES
BOBBINS ENGINEERING INC
FL2197
APPROVED
DOW CHEMICAL
FL717 FL720
APPROVED
VULCAN STEEL STRUCTURES, INC
FL3407
APPROVED
OTHER
FECP CORP/CAST-CRETE
FL158
APPROVED
FOMO PRODUCTS INC
FL155`/
APPROVED
NON-STRUCTURAL METAL
ROOFING ADVANCED ALUMINUM
AEICOR METAL PRODUCTS, INC
FL2478
FL342
APPROVED
APPROVED
AT THIS
TIME SPECIFIC ITEMS
FALL INTO THIS
SYSTEM
OTHER
INTERNATIONAL COLD STORAGE
FL236
APPROVED
QUIKRETE
FL2475
APPROVED
APPROVED
ALL STEEL BUILDINGS
FL677
APPROVED
OTHER
OTHER
SIMPSON STRONG TIE CO.
AMERICAN BUILDING CO
FL2355
FL694
APPROVED
APPROVED
ROOFING FASTENERS
POLYP❑AM PRODUCTS INC
ES PRODUCTS INC
FL830
FL1173
APPROVED
ARCHITECTURAL BUILDING COMPONENTS
FL2804, FL3694
APPROVED
OTHER
BOOEIIKSIIE ENCCG. WRROEEOTTD PRODUCTS
FL1392, FL1645
APPROVED
ITW BUILDEX
FL3715
APPROVED
ARCHITECTURAL INTEGRATED METALS,
BRICATORS
INC FL4140
460
APPROVED
LOTT SA
FL1448
APPROVED
SENCOI PRODUCTS INC
FL2271
APPROVED
ARTASI INTERNATIONAL INC
FL2905, FL3162, FL3556, FL3924
APPROVED
B E F❑
R E U S I N G A N Y P R❑ D U C T B
E S U R E T H E
P R❑ D U C T Y❑ U USE H A S
BEE N C E R T I F I E D
OOTHER THER
OTHER
CONCETEE PRODUCTSS
GENERAL ALUMINUM CO.
FL1667, FL1668, FL1669
APPROVED
SFS INTEC
FL661
APPROVED
ATFAB FL2726
ATLANTIC -PACIFIC INTERNATIONAL MARKETING, INC FL2193
APPROVED
APPROVED
D❑ TO
SPACE LIMITATIONS A N D PRACTICALLY
IT IS IMPOSSIBLE T❑
LIST A L L THESE
OTHER
COMMERCIAL CONCRETE PRODUCTS,
INC
FL1774
APPROVED
SIPLAST/ICOPAL
FL1355
APPROVED
BAKER METAL WORKS & AMP SUMMPLY
INC FL1872
APPROVED
ETHER
PERCISI❑N ALUMINUM INC
FL2021
APPROVED
APPROVED
ROOFING INSULATION
SOPREMA, INC
ATLAS ROOFING C❑RP
FL1175
FL1996
APPROVED
APPROVED
BG MACHINE & METAL FAB, INC
FL3541
APPROVED
NUMBERS
& MANUFACTURER S
OTHER
OTHER
THERMASTEEL C❑RPOkTATION
MARION MASONRY MATERIALS INC
FL2039, FL3491
FL2155
APPR❑VED
CELCORE INCORPORATED
FL1718
APPROVED
BERRIDGE MANUFACTURING C❑
FL489, FL3117, FL3466, FL3641
APPROVED
OTHER
STYLEUU CREST MANUFACTURING
FL22446
APPROVED
CERTAINTEED CORPORATION -ROOFING
FL491
APPROVED
CAMERON ASHLEY BUILDING PRODUCTS
CLASSICPRODUCTS
FL2362
APPROVED
OTHER
BURNNSR MORRISER&• STEWART L.P.
FL2282
APPROVED
PREMIER INDUSTRIES-DBA INSOLE❑AM
FL2256 FL2698
APPROVED
OFING INC
FL2540, FL2545, FL2995
APPROVED
OTHER
I -TRUSS TECHNOLOGIES, INC
FL2477
APPROVED
SIPLAST/ICOPAL
FL1322
APPROVED
CONSOLIDATED METALS ❑F FL❑RIDA
COPPER SALES INC
FL2103, FL2940
FL489, FL3117, FL3466, FL3641
APPROVED
APPROVED
C❑ N T
A C T Y O U R L❑ C A L B U I L D I N
G D E F T ❑ R G❑
T❑ w w w> f l o r i d a b u i l d i n g, o r g (CLICK)
OTHER
POWERS STEEL, INC.
FL2700, FL3119
APPROVED
ROOFING SLATE
TATKO STONE PRODUCTS INC
FL3590
APPROVED
CORRUGATED INDUSTRIES OF FLORIDA
INC FL2653
APPROVED
OTHER
ATFAB
CEMENT PRECAST PRRDUCTS, INC
FL2728
FL3048
APPROVED
APPROVED
ROOFING TILES
ALTUSA TILE CAlfareria del Turbio, S.A.)
ARTEZANOS INC
FL738 FL739
FL174�
APPROVED
APPROVED
CUSTOM BILT METALS
FL3313
APPROVED
ETHER
OTHER
YALE SECURITY INC
FL33063
APPROVED
CURRIER ROOF TILE, LLC
FL909
APPROVED
DAN'S CUSTOM SHEET METAL INC
METAL R❑bFING
FL3546, FL3548
APPROVED
P R❑ D
U C T A P P R ❑VAL T H E (CLICK)
ORGANIZATION
SEARCH W E B SITE
FOR A LISTING
OTHER
FORBID RROCW IINDUSTRIES,
FL3067
DROSTARRpOF INC
FL 8%
APPROVED
DISCOUNT
IXI GLAND DIRECT
FL2650 FL3381, FL4149
AAPPROVEDPPROVED
INC
RM ENTERPRISES, INC
FL3203
APPROVED
APPROVED
ENTEGRA ROOF TILE CORP
FL 282, FL884
APPROVED
DURA-LOC ROOFING SYSTEMS LTD
FL1702, FL2991, FL2994
APPROVED
❑ F T
H E S E APPR ❑VAL S.
TH R
ETHER
PDQ MANUFACTURING
FL33�2
APPROVED
HANSON ROOF TILE
FL637, FL3505,
FL3506
APPROVED
EDCO PRODCUTS INC
ENGLERT INC
FL4077
FL1318 FL1324 FL2219 FL3531
APPROVED
APPROVED
THEIR
T. CLEAR CORPORATION
FL 4
APPROVED
LUDOWICI ROOF TILE
FL3897
APPROVED
' '
FL390� FL398�, FL410, FL4114
APPROVED
OTHER
OTHER
AVCOA
TEM❑ SUNROOMS INC
FL3397
FL3521, FL3857
APPROVED
APPROVED
M.C.A. MARUHACHI CERAMICS ❑F AMER. INC
MONIERLIFETILE
FL1109
FL560 FL601
APPROVED
APPROVED
FABRAL
FL3500'
APPROVED
OTHER
PREMIER INDUSTRIES-DBA
APPROVED
SANTAFE TILE CORP
SUPERIOR ROOF TILE MANU, INC
FL2013
FL1833
APPROVED
APPROVED
FLAMM ROOFING
FL❑RIDA METAL SALES
FL3500
FL3709
APPROVED
APPROVED
OTHER
PREMIER BUILDING SYSTEMS
INTERNATIONAL COLD STORAGE
FL3540
FL3747
APPROVED
APPROVED
ZION TILE CORPORATION
FL1757
APPROVED
GALVACER AMERICA INC
FL4118
APPROVED
OTHER
CRAFT-BILT MANUFACTURING COM
FL3786
APPROVED
WOOD SHINGLES AND SHAKES
MAPLE LEAF SHAKE & SHINGLE LTD
FL4056
APPROVED
GERARD ROOFING
GULF COAST SUPPLY & MFG INC
FL1374
FL2419
APPROVED
APPROVED
OTHER
MER❑ STRUCTURES
FL3885
APPROVED
SPRAY APPLIED POLYURETHANE
R❑OF SYSTEM
EVEREST COATINGS INC
GACO WESTERN, INC
FL696
FL3580
APPROVED
APPROVED
INNOVATIVE METALS COMPANY INC
FL3494
APPROVED
OTHER
WOOD CONNECTORS/ANCHORS
AGRIBOARD INDUSTRIES
SIMPS❑N STRONG TIE CO.
FL3890 APPROVED
FL402 FL474, FL503, FL538 APPROVED
GE SILICONE ROOFING SYSTEM
FL3573
APPROVED
J. MILA ENTERPRISES INC
JV CONSTRUCTION
FL1379
FL4104
APPROVED
APPROVED
WOOD CONNECTORS/ANCHORS
" ' ' '
' ' ' '
FL121�, FL1423, FL1463,
FL1901 FL2304 FL2361,
FL1725 APPROVED
FL3746 APPROVED
WATERPROOFING
NCFI DIV. ❑F BARNHARDT MFG, CO
AMERICAN HYDROTECH, INC
FL3445
FL3902
APPROVED
APPROVED
KENT CONSTRUCTION COMPANY INC
FL2150
APPROVED
W❑❑➢ CONNECTORS/ANCHORS
WOOD CONNECTORS/ANCHORS
' ' ,
,PRODUCTS
FL 3750 FL37t1
APPROVED
BARRETT COMPANY
FL3011
APPROVED
KNUDS❑N MFG INC
MARLYN METALS INC
FL2986
FL2876, FL3615
APPROVED
APPROVED
WOOD CONNECTORS/ANCHORS
UNITED STEEL
FL565, k 566, FL 567 FL568 APPROVED
�L572
HENRY COMPANY
HYDRO STOP INC
FL3339
FL3717
APPROVED
APPROVED
MBCI L.P.
FL3346
APPROVED
WOOD CONNECTORS/ANCHORS
WOOD CONNECTORS/ANCHORS
' ' ' ° ,
' ' ' ' '
FL569, FL570, FL57L
FL573, FL574, FL57, FL576
APPROVED
APPROVED
IPS CORPORTATION
FL3066
APPROVED
McELROY METAL INC
FL1535, FL1580, FL1832, FL2358
APPROVED
Wp❑D CONNECTORS/ANCHORS
' , '
FL577, FL57., FL815, FL816 APPROVED
NEOGARD DID OF JOHES BLAIR
FL3277
APPROVED
METAL BUILDING SUPPLIES LLC
METALCRAFT INC
FL2511, FL2517, FL2556
FL3144
APPROVED
APPROVED
W❑❑D CONNECTORS/ANCHDRS
WOOD CONNECTORS/ANCHORS
' ' ' • '
, ' ' ' "
FL817, FL818, FL819 FL820 APPROVED
FL821 FL822 FL85�J FL1247 APPROVED
SEALOFLEX INC
W.R. GRACE
FL2920
FL300
APPROVED
APPROVED
METAL PANELS INC
INC
FL3900
FL3003
APPROVED
8/1 2/2005 CURRENT APPROVED
W❑OD
' ' ' '
FL177'7, FL20`33, FL A 20,
FL2621 APPROVED
SINGLE PLY ROOF SYSTEMS
BONDCOTE ROOFING SYSTEMS
FL895
APPROVED
METAL ROOFING
APPROVED
CCONNECCTORSS/ANCCHORSS
WOOD
FL5993
APPROVED
CARLISLE SYNETEC -TOWER LTD
FL18601, FL3591
APPROVED
METAL ROOFING CONSTRACTORS INC
METAL SALES MANUFACTURING
FL1930
FL1391 FL1675
APPROVED
APPROVED
CONNECTORS%ANCHORS
WOOD CONNECTORS/ANCHORS
NU-VUE,INDUSTRIES INC
CLEVELAND STEEL SPECIALITY CO
FL2047
FL147`3
APPROVED
CUSTOM SEAL INC
FL1163, FL2206
APPROVED
METAL -TILE INC
FL380�
APPROVED
PER www.floridabuilding.org
WOOD CONNECTORS/ANCHORS
FASTENING SPECIALISTS, INC
FL1566
APPROVED
DURO-LAST ROOFING INC
FL241 FL552, FL1559
APPROVED
METRO R❑❑F PRODUCTS
MILLENNIUM METALS INC
FL698
FL3576
APPROVED
APPROVED
WOOD CONNECTORS/ANCHORS
HURRI BOLT INC
FL1730
FL2209
APPROVED
APPROVED
ECOLOGY ROOF SYSTEMS
EREZ THERMOPLASTIC PRODUCTS
FL36U3
FL3405
APPROVED
APPROVED
MODERN METAL SYSTEMS INC
FL3135
APPROVED
WOOD CONNECTORS ANCHORS
WOOD CONNECTORS ANCHORS
POWERS FASTENERS, INC
A.G.R. FABRICATIONS, INC
FL2640
APPROVED
FLEX MEMBRANE INTERNATIONAL INC
FL1587
FL3654
APPROVED
PERFECTION the very best in building products FL1684
PETERSEN ALUMINUM C❑RP FL2589
APPROVED
APPROVED
FLORIDA
M FRS
WOOD CONNECTORS ANCHORS
QUICK TIE PRODUCTS, INC
FL3557
APPROVED
FIRESTONE BUILDING PRODUCTS
GAF MATERIALS
FL1371,
FL619, FL2808,
FL 3443
APPROVED
APPROVED
REEDS METALS
FL3581
APPROVED
WOOD CONNECTORS ANCHORS
WOOD CONNECTORS ANCHORSITW
AEROSMITH FASTENING SYSTEMS
RAMSET/RED HEAD
FL3635
FL3837
APPROVED
APPROVED
GENFLEX ROOFING SYSTEMS
FL1061, FL1062,
FL1064
APPROVED
SCANDINAVIAN PROFILING SYSTEM INC
METALS MFG CO
FL1143
FL272 FL274, FL275, FL276
APPROVED
APPROVED
APPR 0 VA L N U M B E R S
WOOD CONNECTORS ANCHORS
NU-VUE INDUSTRIES, INC
FL4166
APPROVED
IB R❑❑F SYSTEMS
JOHNS MANSVILLE
FL2534
FL1080 FL1255,
FL2121, FL3325
APPROVED
APPROVED
SOUTHEASTERN
STEAMLINE ROOFING & CONSTRUCTION
INC FL248`
APPROVED
PLASTICS
PLASTICS
HB AND G BUILDING PRODUCTS
DIXIE-PACIFIC MFG. CO
FL3102
FL3451
APPROVED
APPROVED
MULE -HIDE PRODUCTS, INC
FL290�
APPROVED
TAMKE ROOFING PRODUCTS
FL3901
APPROVED
COOLERS -FREEZERS
THERMO-KOOL
FL2225
APPROVED
APPROVED
REPUBLIC POWERED METALS, INC
SEAMAN CORP❑RTATION
FL1562
FL1045
APPROVED
APPROVED
TASMAN ROOFING INC
THE GARLAND C❑MPANY INC
FL2319
FL3671
APPROVED
APPROVED
o
COOLERS -FREEZERS
WALL
NOR -LAKE INCORPORATED
L P
FL3216
FL723
APPROVED
2001 COMPANY
FL2689
APPROVED
THOMPSON ARCHITECTURAL METALS CO
INC FL3539
APPROVED
WALL
EFFICIENT WALL SYSTEMS OF FLORIDA, LLC FL1008 F1_2023, FL2147
APPROVED
APPROVED
TRI-COUNTY METALS
UNION CORRUGATED C❑
FL2715
FL72, FL732, F1_2265, FL2287, FL2665
APPROVED
APPROVED
WALL
WALL
EFFICIENT BUILDING SYSTEMS, LLC
STAR BUILDING SYSTEMS
FL266§
FL3094
APPROVED
UNITED STRUCTURES ❑F AMERICA
WHEELING CORRUGATED CO
FL2274
FL1609, FL2267, FL2883, FL3907
APPROVED
APPROVED
WALL
WALL
TRAKLOC INTERNATIONAL, LLC
PERFECT WALL, INC
FL3496
FL3532
APPROVED
APPROVED
WHIRLWIND BUILDING SYSTEMS
FL2268, FL2316
APPROVED
52-6 2
7391
GEC
il