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WALL CONSTRUCTION
<br />FLORIDA BUILDING CODE RFSIDENiIAL, 6th FDtTION (2017) SIFCTION R609
<br />EXTERIOR WINDOWS AND DOORS
<br />R609 -1 General.
<br />This section prescribes performance and construction requirements for exterior windows and doors installed in walls. Windows and doors shall he
<br />installed and flashed in accordance with the fenestration manufacturer s written instructions. Window and door openings shall be flashed in
<br />accordance with Section R703.4 Written installation instructions shall be provided by the fenestration manufacturer for each window or door. 8"X 8°X
<br />R609.2 Performance.
<br />Exterior windows and doors shall be designed to resist the design wind loads specified in Table R301.2(2) adjusted for height and exposure in
<br />d th T
<br />SHINGLES PER SPECIFICATIONS (w/ & FASTENERS
<br />PER SHINGLE) FELT UNDERLAlM 'ENT MUST BE 300
<br />OR EQUIVALENT (ASTM D 220 TYPE 11, ASTM D48�o9
<br />OR PEEL AND STICK ROOF UNDERLATMENT ON 1/2"
<br />PT LWOOD OR 055 W/H-CLIPS ON PRE-ENGINEERED
<br />WOOD TRUSSES � 24'O.C. (FOR NAILING SCHEDULE
<br />SEE SHEET S2G) - SEE ADDITIONAL INFO BELOW
<br />actor once wi able R301. 2(3) or determined to accordance with ASCE 7 using the allowable stress design load combinations of ASCE 7. Design wind BRICK MOULD HURRICANE ANCHORS
<br />loads for exterior glazing not part of a labeled assembly shall be permitted to be determined in accordance with Chapter 74 cif the Florida Building (SEE ROOF PLAN )
<br />Code, Building.
<br />R609. 2. lCustom doors. DOOR FRAME MIN. Ix2 NAILING 5TRIP5 ATTACH SOFFIT TO STRIPS PER
<br />Custom (oneof-
<br />exterior door assemblies shall be tested by an approved testing laboratory or be designed and engineered in accordance with MANUFACTURERS PRODUCT APPROVAL SPECIFICATIONS R704.2.1
<br />accepted engineering practices by a Florida registered design professional. Signed and sealed copies of the rational analysis and calculations
<br />shall be provided to the building official upon permit application. ALUM. DRIP EDGE-,
<br />R609.3 Testing and labeling. 3/1G"X 2-1/2" TAPGON
<br />Exterior windows and sliding doors shall be tested by an approved independent laboratory, and bear a label identifying manufacturer, performance FASTENERS INTO BL OGK
<br />characteristics and approved inspection agency to indicate compliance with AAMA/WDMA/CSA 101/I.S.2/A440 or TAS 202 (HVHZ shall comply with TAS 202
<br />and ASTM E1300). Exterior side --hinged doors sholI be tested and labeled as conforming to AAMA/WDMA/CSA 101/I.S.2/A440 or ANSI/WMA 100, or comply
<br />with Section R609.5. Exterior windows and doors shall be labeled with a permanent label, marking, or etching providing traceability to the
<br />manufacturer and product. The following shall also be required either on a permanent label. or on a temporary supplemental label applied by the
<br />manufacturer: information identifying the manufacturer, the product model/series number, positive and negative design pressure rating, product
<br />maximum size tested, impact -resistance rating if applicable, Florida product approval number or Miami -Dade product approval number, applicable test
<br />standard(s), and approved product certification aaenr:y, testing laboratory, evaluation entity or Miami -Dade product approvI.il. 3/4" FURRING NAIL F D
<br />The Labels are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain nn the window or door
<br />TO BLOCK -o allO.G. (2)
<br />until final approval by the building official. REQUIRED EACH LIFT
<br />Exceptions: • M006' u O O
<br />I.Door assemblies installed in nonhabitable areas where the door assembly and area are designed to accept water infiltration need riot be tested for /�/
<br />water infiltration.
<br />2.Door assemblies installed where the overhang (01I) calla is equal to or more than 1 need not be tested for water infiltration. The overhang rat8"x O"x 1&" G.M.U.
<br />io
<br />shall be calculated by the following equation:
<br />OH ratio = OH Length/OH Height 3/10" X 1-3/4" TAPCON FASTENERS
<br />INTO CONCRETE BLOCK
<br />2X(c SUB FASCIA
<br />FASCIA COVER INSTALLED IN
<br />ACCORDANCE WITH FASCIA
<br />MANUFACTURER'S PRODUCT
<br />APPROVAL SPECIFICATION AND
<br />LIMITATIONS OF USE
<br />Where:
<br />OH length = The horizontal measure of how far an overhang over a door projects out from door surface. QD ESIVE JEALENT BOTH SURFACES
<br />OH height = The vertical measure of the distance from the door sill to the bottom of the overhang over a door.
<br />3. Decorative glazed openings. PRIOR TO ATTACHING: BUCK TO GONG, BLK.
<br />4.Pass-through windows for serving from a single-family kitchen, where protected by a roof overhang of 5 feet (1.5 m) or more shall be. exempted
<br />from the requirements of the water infi It.r ation test. 1/2'' DRYWALL
<br />R609. 3. lComparative analysis.
<br />Structural wind load design pressures for window and door units different than the size tested in accordance with Section R609.3 shall be permitted
<br />to be different than the design value of the Lested unit where determined in accordance with one of the following comparative analysis methods:
<br />1.Structural r wind load design pressures for window and door units other than the size tested in accordance with Section R609.3 shall be, permitted
<br />Lo be different than the design value of the tested unit provided such different pressures are determined by accepted engineering analysis. All
<br />components of the alternate size assembly shall be the same as the tested or labeled assembly: however, lineal components shop be per rill tt.ed to
<br />vary in length compared to the tested or labeled assembly
<br />Exceptions: Ir7
<br />l.Operable windows and doors rated in this manner shall comply with the following:
<br />8"x i" SELF THREADING PHILLIP5 FLAT HEAD
<br />a.For windows and doors (other than .sliding or bi-fold), the frame area of the alternate size unit shall not exceed the frame area of the tested CADMINUM PLATE SCREW5 24" O.C. MAX.
<br />approved unit.
<br />b F 1'd' b' f I _1th WITHIN 4 OF CORNER
<br />. or s i ing
<br />c.Shot I vary
<br />or
<br />from
<br />- o oars, e panel or ea of
<br />the tested approved unit only in
<br />the alternate size unit shall not exceed the panel area of the
<br />width, height or load requirements.
<br />tested approved unit.
<br />d.ShaII
<br />not
<br />exceed
<br />100
<br />percent
<br />of the
<br />proportional
<br />deflection for fiber stress of the intermediate members of the
<br />approved unit.
<br />e.Sri aII
<br />not
<br />exceed
<br />100
<br />percent
<br />of the
<br />concentrated
<br />load at the juncture of the intermediate members and the frame
<br />of the approved unit.
<br />f.Sha11
<br />not
<br />exceed
<br />the
<br />air and
<br />water
<br />infiltration
<br />resistance of the tested approved unit.
<br />g.Shall
<br />a licable
<br />not
<br />exceed
<br />the
<br />maximum
<br />cyciir.
<br />pressure of
<br />the tested approved unit when tested per TAS 201 and TAS 203 or
<br />ASTM E1886 and ASTM E1996 where
<br />pp 3/I6"x 1-3/4" TAPCON FASTENERS
<br />2. Nonoperable windows and doors rated in this manner shall comply with the following: INTO CONCRETE BLOCKS
<br />a. The frame area of the alternate size unit shall net exceed the frame area of the tested approved unit.
<br />b.ShalI vary from the tested approved unit anly in width, height or load requirements.
<br />CAULKING
<br />c.The maximum uniform load distribution (ULD) of any side shall be equal to the uniform load carried by the side divided by the length of the side.
<br />d.The OLD of any member shall not exceed the ULD of the corresponding member of the tested approved unit.
<br />MARBLE STOOL
<br />e.The ULD of each member shall be calculated in accordance with standard engineering analysis.
<br />f.SholI not exceed the air and water infiltration resistance of the tested approved unit.
<br />g.Shot I not exceed the maximum cyclic pressure of the tested approved unit when tested per TAS 201 and TAS 203 or ASTM E1886 and ASTM E1996 where
<br />applicable.
<br />1/2'' DfRYWALL ON Ix 3 P.T.
<br />3. In accordance with WDMA 1. S. 11.
<br />FURRING -�D Iro" O.C.
<br />R609.4 Garage doors.
<br />Garage doors shall be tested for determination of structural performance under uniform static air pressure difference in accordance wit(? ANSI/DASMA
<br />1.08, ASTM E330 Procedure A, or TAS 202. For garage doors tested in accordance with ASTM E330, acceptance criteria shall be in accordance with
<br />ANSI/DASMA 108. (HVHZ shall comply with TAS 202.) Design pressures shall be determined from Table 301.2(4) or ASCE 7. The design pressures, as
<br />determined from ASCE 7, are permitted to be multiplied by 0.6.
<br />PRECAST SILL
<br />R609.4.1 Garage door labeling.
<br />Garage doors shall be labeled with a permanent label provided by the garage door manufacturer. The label shall identify the garage door
<br />n n n
<br />8 X 8 X 1� G.M.U.
<br />manufacturer, the garage door model series number, the
<br />g g / positive and negative design pressure rating, indicate impact rated if applicable, the
<br />Installation instruction drawing reference number, the Florida product approval or Miami -Dade, product approval number if applicable; and the
<br />applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist, form on the
<br />label. If a checklist format is used on the Lobel, the door installer or the garage door manufacturer shall mark the selected components or the
<br />checklist that are required to assemble an approved garage door system. The installation instructions shall be provided and available on the job
<br />St te..
<br />R609.5 Other exterior window and door assemblies.
<br />Exterior windows and door assemblies not included within the scope of Section R609.3 or R609.4 shall be tested in accordance with ASTM E3.10, Glass
<br />���� S
<br />W
<br />in assemblies covered by this exception shall comply with Section R308.5.
<br />ot Wind-borne debris protection. Protection 4 WINDOW W AT - A H N
<br />Prtion of exterior glazed openings in buildings located in wind-borne debris regions shall be in accordance with Section R301.2.1.2_. II I 1
<br />R609.6.1 Fenestration testing and labeling.
<br />Fenestration shall be tested by an approved independent laboratory, listed by an approved entity, and bear a label identifying manufacturer,
<br />performance characteristics, and approved inspection agency to indicate compliance with the requirements of the following sc,ec:ification(s):
<br />1.ASTM E1886 and ASTM E1996; or
<br />FILLED CELL (3) 1/2"x 8" "J" BOLTS OR
<br />2. AAMA 506. w/ (1) * 5 VERT. HILTI DN50 (OR EQUAL)
<br />R609.7 Anchorage methods.
<br />The methods cited in this section apply only to anrhornq.e of window and glass door assemblies to the main force -resisting system. CONT. WOOD TRIM
<br />RF09.7.1 Anchoring requirements.
<br />Window and glass door ossemblies shall be anchored in accordance with the published manufacturer s recommendations to achieve `he design pressure
<br />specified. Substitute anchoring systems used for substrates not specified by the fenestration manufacturer shall provide equal or greater anchoring
<br />performance as demonstrated by accepted engineering practice,.
<br />R609.7.2 Anchorage details.
<br />Products shall be anchored in accordance with the minimum requirements illus'Lrated in Figures R609.7.2(1), R609. 7. 2(2), R60"1/ 2(3), P609. 7. 2(4),
<br />R609. 7. 2(5) , R609. 7. 2( 6) , R609. /. 2( 7) and R609. 7. 2(s) . 2x 6 P.T. WOOD JAMB
<br />R609 7 2 1 M th t
<br />r
<br />ATTACH SOFFIT
<br />TO FASCIA OR
<br />TO NAILING
<br />5TRIP (NOT
<br />SHOWN) MAT VART
<br />(IF OVER 12'' -
<br />INTERMID IATE
<br />rt=url it�=n ctl -r-n n\/=r_&T-IIPEt REQ.
<br />v r-_
<br />EXTERIOR SIDING-T OVER
<br />i X 2 P.T. FURRING � l�" O.C.
<br />*5 DWL
<br />w/ 10''
<br />5TD, NOOK
<br />J
<br />Z �
<br />M
<br />(1) 20'-0'' *5 REBAR TIED TO
<br />FTC. STEEL AND GRND. ROD
<br />(BT OTHERS) AT ELECTRICAL
<br />BOX LOCATION
<br />(2,", REBAR CONT.
<br />(3" MIN. COVER)
<br />GROUND ROD (BT OTHERS)
<br />SEE ELEVATIONS
<br />FOR ROOF SLOPE
<br />PANEL EDGE 5UPPORT FOR NARROW WIDTH ROOF SHEATHING" PER TECHNICAL NOTE *R275A
<br />16-24 "-DOUBLE PLT GLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED
<br />AT RIDGE OR NIP, 12'' TO Ira" - LUMBER ONLY' BLOCKING (2x4) FLAT WI5E OR ENDWISE ON THE
<br />SIDE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP. FOR PLTWOOD
<br />SHEATHING 12'' OR LESS - LUMBER ONL'r' BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON BOTH
<br />PANEL EDGES -
<br />.sa TOP COURSE
<br />5"X8"Xi011 GONG,
<br />K.O. BLOCK W/
<br />• •"y POURED GONG. 4
<br />t ', 1-*5 REBAR GONT,
<br />PRECAST GONG. LINTEL
<br />or POWER5 STEEL LINTEL
<br />W/ *5 POURED SOLID
<br />rr
<br />,li i. WINDOW
<br />��► �+'n
<br />� 1
<br />RBLE SILL
<br />EC,45T GONG. 51LL
<br />(1) 20'-0'' 5 REBAR TIED TO
<br />FTG, STEEL AND GRND. ROD
<br />(BT OTHERS) AT ELECTRICAL
<br />3000 PSI GONG.
<br />G "x &"x 10/10 E.W.W. ME5iL REINFORCING REQUIRED
<br />THROUGHOUT THE CONCRETE SLAB OR FIBER MESH
<br />PER SECTION IINI.2, 2010 FLORIDA BUILDING CODE.
<br />(o MIL. VAP. BARRIER
<br />G X&-*10 WWF OR
<br />FIBER MESH 1.5*/GU. YD.
<br />HEADER BLOCK W/*54
<br />NOTE: IF WALL HEIGTH EXCEEDS 2'-0''
<br />BRACE WALL UNTIL FLOOR IS POURED
<br />*50 W/CELL POURED SOLID
<br />8'-0" O.C. MAX.
<br />*5� DOWEL
<br />SPACING PER FOUNDATION PLAN
<br />DE
<br />GROUND ROD (BT OTHERS) j� 2- ,�
<br />I L\ f
<br />SmTom rm �#1 W44LL)
<br />CONCRETE -ENCASED ELECTRODE, AN ELECTRODE ENCASED BT AT LEAST 2" OF CONCRETE,
<br />LOCATED WITHIN AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN
<br />DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC
<br />GALVANIZED OR OTHER ELECTRICiTT CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS
<br />OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER
<br />CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED
<br />TOGETHER BT THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS."
<br />. ..
<br />Where the
<br />asonry, ..oncre-e ar o er
<br />structural subst.rate.
<br />DOOR AND CONNECTION PER
<br />wood shim or- buck thickness
<br />is less than tl/2 inches (38 mm), window and glass door assemblies shall be anchored through the jamb, or by
<br />jamb clip
<br />and anchors shall be embedded directly into the masonry, concrete or other substantial substrate material. Anchors shall adequately
<br />GARAGE DOOR MANUFACTURER
<br />transfer
<br />load from the window or door
<br />frame into the rough opening substrate [see Figures R609.7.2(1) and R6097.2(2)].
<br />Where the
<br />wood shim or buck thickness
<br />is 11/2 inches (38 mm) or more, the buck is securely fastened to the masonry, concrete or other substantial 0L-to
<br />substrate,
<br />and the buck extends beyond
<br />the interior lace of the window or door frame, window and glass door assemblies shall be anchored through
<br />4INthe
<br />0f
<br />'"R J rnb
<br />or by jamb clip or through
<br />1
<br />the flange trt the secured wood buck Anchors shall be embedded into the --n-ri v, 1 F)ir to nnerli t,=lv i
<br />'^IG
<br />transfer load from the window or door frame assembly [see Figures R609.7.2(3), P.6097.2(4) and R609.7.2(5)]
<br />R609.7.2.2 Wood or other approved framing material.
<br />Where the framing material is wood or other approved framing material, window and glass door assemblies shall be anchored through the frame, or by
<br />frame clip, or through the flange. Anchors shall be embedded into the frame construction to adequately transfer load [see figures R609 7.2(6),
<br />R609. 7. 2( 7) and R609. 7. 2( 8) ].
<br />R609.8 Mullions.
<br />Mullions shall be tested by an approved Les tinq laboratory in accordance with AAMA 450, or be engineered in accordance with accepted engineering
<br />practice. Mullions tested as stand -atone units or qualified by engineering shall use performance criteria cited in Sections R609.8.1, R609.8.2 and
<br />R609 8.3. Mullions qualified by an actual test of an entire assembly shall comply with Sections R609.8.1 and R609.8.3.
<br />R609.8.1 Load transfer.
<br />Mullions shall be designed to transfer the design pressure loads applied by the window and door assemblies to the rough opening substrate.
<br />R609.8.2 Deflection.
<br />Mullions shot! be capable of resisting the design pressure loads applied by the window and door assemblies to be supported without deflecting niore
<br />than L/175, for spans up to and including 13 foot 6 inches, and L/240 + 1/4 inch for spans over 13 foot 6 inches, where L is the span of the
<br />mullion ;n inches.
<br />r<609.8.3 Structural safety factor.
<br />Mullions shall be capable of resisting a load of 1.5 Limes the design pressure loads applied by the window and door assemblies to be supported
<br />without exceeding the appropriate material stress levels. If tested by an approved laboratory, the 1.5 times the design pressure load shalt be
<br />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
<br />is removed.
<br />R609.9 Masonry rough openings.
<br />Masonry rough opening dimensions shall be within the tolerances specified in Section R606.3.1.1 and, in addition, shall provide for a window
<br />perimeter sealant joint a maximum of 1/4 inch (6.4 mrn) in width.
<br />R609.10 Door components.
<br />Substitution of door components shall comply with either:
<br />I.ANSi/WMA 100; or
<br />2.P,e evaluated by on approved product evaluation entity, certification agency, testing laboratory, or engineer and may be interchangeable in
<br />exterior door assemblies if the components provide equol or greater structural performance as demonstrated by accepted engineering practices.
<br />R609 11 Impact -resistant coverings
<br />R609.11.1
<br />Impact -resistant coverings shall be tested at 1.5 times the design pressure (positive or negative) expressed in pounds per square feet as
<br />determined by the Florida Building Code, Building Section 1609 for which the specimen is to be tested. The design pressures, as determined from
<br />Section 1609 of the Florida Building Code. Building or ASCE 7, are permitted to be multiplied by 0.6.
<br />R609. 11. 1. 1
<br />Impact -resistant coverings shall be labeled in accordance with the provisions of Section R609.11.
<br />R609. 1 1. 2Labe 1 s.
<br />i\ permanent label shall be provided by the product approval holder on all impact -resistant coverings.
<br />R609. 11. 2. 1
<br />The followina information shall be included on the ithels on impact. -resistant coverings:
<br />i.Product approval holder name and address.
<br />2.AII applicable methods of approval. Methods of approval include, but, are not limited to Miami Dade NOA; Florida Building Commission, TDI Product
<br />Evaluation; ICC-ES.
<br />3.The test standard or standards specified in. Section R?01 2.1.2, including standards referenced within the test standards specified in Section
<br />R301.2.1.2 used to demonstrate code compliance.
<br />4. For products with a Florida product approval number or a Miami -Dade County Building and Neighborhood Compliance Department Notice of Acceptance
<br />Number (NOA), such numbers shall be included on the label.
<br />R609. 11. 3Loc a t I or) of label.
<br />The location of the label on the impact -resistant covering shall be as follows:
<br />1.Accordiona: Bottom of the locking baror center rnat.e facing the exterior or outside.
<br />2.Rollup: On the bottom of the hood facing the exterior or outside or on the bottom slat facing the exterior or outside.
<br />3.Bohoma Awn ng or Colonial Hinged: On the bottom, placed on Lee back of the shutter.
<br />4.Ponel-s: For metal and plastic panels the label may be embossed or printed spaced not more than every 3 lineal feet (914 mm) on each panel. The
<br />label shall be applied by the holder of the product approval and shall face the exterior or outside.
<br />5.Framed products: The label shall be. on the side or bottom facing the exterior or outside.
<br />6.1-abets on all other products shall face the exterior cr outside.
<br />R609 1!. •4 installation.
<br />All impact -resistant coverings shall be installed in accordance with the manufacturer s installation instructions and in accordance with the
<br />product. approval. Installation instructions shall be provided and shall be available to inspection personnel on the job site. Opening protection
<br />components, fasteners, and other parts evaluated by on approved product evaluation entity, certification agency, testing laboratory, architect, or
<br />engineer and approved by the holder of the product approval may be interchangeable in opening protection assemblies provided that the opening
<br />protection component s) oruvide equal or greater structural performance and durability as demonstrated by testing in accordance with approved test
<br />standards.
<br />Thomas L
<br />Digitally signed by
<br />Thomas L
<br />Hanson:A01410
<br />Hdnson:A01410D000001
<br />D00000177EF31
<br />77EF31 B4E000015ADA
<br />Date: 2022.04.12
<br />B4E000015ADA
<br />14:36:30-04'00'
<br />Signodand .`aled1cI.L.liar "pi
<br />using a i hgitil Signature and I'll,,
<br />Printed Copies ies of the dcx um nt r>,•" `
<br />.rreuotcon,idm(cdsigned .Irul ;
<br />s`aled wn t the `i!?nature nntct I",
<br />w , .
<br />I,cI lied on In, d"Ctonic CO 1H
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