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r6130
<br />.3 Exterlor windows, sliding and patio glass doors.
<br />3.1
<br />Testing and labeling. Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and shall be labeled to
<br />indicate compliance with the requirements of one of the following specifications:
<br />ANSI/AAMA/NWWDA101/I.S.2 or ANSI/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440 or TAS 202 (HVHZ shall comply with TAS 202 utilizing ASTM E 1300-98
<br />or ASTM E 1300-04 02).
<br />Exterior windows and sliding glass doors shall be labeled with a permanent label, marking, or etching providing traceability to the manufacturer and product.
<br />The following shall also be required either on a permanent label or on a temporary supplemental label applied by the manufacturer: information identifying
<br />the manufacturer, the product model/series number, positive and negative design pressure rating, product maximum size, glazing thickness, impact -resistance
<br />rating if applicable, Florida Product Approval number or Miami -Dade Product Approval number, applicable test standard(s), and approved product certification
<br />agency, testing laboratory, evaluation entity or Miami -Dade Product Approval.
<br />The labels are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain on the window or door until final
<br />approval by the building official.
<br />Exceptions:
<br />1. Door assemblies installed in nonhobitoble areas where the door assembly and area are designed to accept water infiltration need not be tested for water
<br />infiltration.
<br />2. Door assemblies installed where the overhang (OH) ratio is equal to or more than 1 need not be tested for water infiltration. The overhang ratio shall be
<br />calculated by the following equation:
<br />OH ratio = OH length/OH height
<br />Where:
<br />OH length The horizontal measure of how for an overhang over a door projects out from door's surface.
<br />OH height = The vertical measure of the distance from the door's sill to the bottom of the overhang over a door.
<br />3. 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 from the
<br />requirements of the water Infiltration test.
<br />4. Decorative glazed openings.
<br />Gloss Strength: Products tested and labeled as conforming to ANSI/AAMA/NWWDA 101/I.S.2 or ANSI/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440 or
<br />TAS 202 shall not be subject to the requirements of the Florida Building Code, Building. Determination of load resistance of glass for specific loads of
<br />products not tested and certified In accordance with Section R613.3.1 sholl be designed and labeled to comply with ASTM E 1300. The temporary supplemental
<br />label shall designate the type and thickness of glass or glazing material.
<br />Glass Strength: Products tested and labeled as conforming to ANSI/AAMA/NWWDA 101/I.S.2 or 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440 or TAS 202 shall not
<br />be subject to the requirements of the Florida Building Code, Building. Determination of load resistance of glass for specific loads of products not tested
<br />and certified in accordance with Section R613.3.I shall be designed and labeled to comply with ASTM E 1300. The supplemental label shall designate the type
<br />and thickness of glass or glazing material.
<br />R308.6.9 Testing and labeling of skylights. Exterior skylights shall be tested by an approved independent testing laboratory, and shall be labeled to
<br />indicate compliance with the requirements of one of the following specification:
<br />ANSI/AAMA/WDMA 101/I.S_2/NAFS or AAMA/WDMA/CSA 101/1.S.2/A440, or TAS 202 (HVHZ shall comply with TAS 202).
<br />Exterior skylights shall be labeled with a permanent label, marking, or etching providing traceability to the manufacturer and product. The following shall
<br />also be required either on a permanent label or on a temporary supplemental label applied by the manufacturer: information Identifying the manufacturer, the
<br />product model/series number, positive and negative design pressure rating, product maximum size, type and thickness of glass or glazing material,
<br />impact -resistance rating if applicable, Florida Product Approval number or Miami -Dade Product Approval number, applicable test standard(s), and approved
<br />product certification agency, testing laboratory, evaluation entity or Miami -Dade Product Approval.
<br />Labels are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain on the skylight until final approval
<br />by the building official.
<br />R613.3.2 Comparative Analysis Label. A temporary supplemental label conforming to AAMA 203. Procedural Guide for the Window Inspection and Notification
<br />System, shall be acceptable for establishing and communicating the calculated allowable design pressures higher than indicated on the label required by
<br />Section R613.3.1 for window or door sizes smaller than that required by the ANSI/AAMA/NWWDA 101/I.S.2 or ANSI/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA
<br />101/I.S.2/A440 test requirements. This temporary supplemental label shall be applied by the manufacturer and remain on the window or door until final
<br />approval by the building official.
<br />Exception 1:
<br />Comparative analysis of operative windows and glazed doors may be made, provided the proposed unit complies with the following:
<br />1. Shall always be compared with a tested and currently approved unit.
<br />2. Varies only in width, height and/or load requirements.
<br />3. Shall not exceed 100 percent of the proportional deflection for fiber stress of the intermediate members of the approved unit.
<br />4. Shall conform as to extruded members, reinforcement and in all other ways with the tested approved unit.
<br />5. Shall not exceed 100 percent of the concentrated load at the juncture of the Intermediate members and the frame of the approved unit.
<br />6. Shall not permit more air and water Infiltration than the approved unit based on the height above grade.
<br />7. Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 203 or ASTM E 1886 and ASTM E 1996.
<br />Exception 2:
<br />Comparative analysis of fixed glass windows may be made, provided the proposed unit complies with the following:
<br />1. Shall always be compared with a tested and currently approved unit.
<br />2. Varies only in width, height and/or load requirements.
<br />3. The design is identical in all respects, e.g., extrusions, glazing system, joinery, fasteners, etc.
<br />4. Shall not permit more air and water infiltration than the approved unit based on height above grade.
<br />5. The maximum uniform load distribution (ULD) of any side is equal to the uniform load carried by the side divided by the length of the side.
<br />6. The ULD of any member must not exceed the ULD of the corresponding member of the tested window.
<br />7. The uniform load distribution on each member shall be calculated in accordance to Section 2, Engineering Design Rules, of the AAMA 103.3 Procedural
<br />Guide.
<br />8. Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 203 or ASTM E 1886 and ASTM E 1996.
<br />R613.4 Exterior door assemblies. Exterior door assemblies not covered by Sections R613.3 or R613.4.3 shall comply with Sections R613.4.1 or R613.4.2.
<br />R613.4.1 Exterior door assemblies shall be tested for structural integrity In accordance with ASTM E 330 Procedure A at a load of 1.5 times the required
<br />design pressure load. The load shall be sustained for 10 seconds with no permanent deformation of any main frame or panel member in excess of 0.4 percent of
<br />its span after the load is removed. HVHZ shall comply with TAS 202. After each specified loading, there shall be no glass breakage, permanent damage to
<br />fasteners, hardware parts, or any other damage which causes the door to be inoperable.
<br />The minimum test sizes and minimum design pressures shall be as indicated in Table R613.4
<br />The unit size tested shall qualify all units smaller in width and/or height of the some operation type and be limited to cases where frame, panels and
<br />structural members maintain the same profile as tested.
<br />R613.4.2 Sectional garage doors shall be tested for determination of structural performance under uniform static air pressure difference in accordance with
<br />ANSI/DASMA 108 or TAS 202 (HVHZ sholl comply with TAS 202).
<br />R613.4.3 Custom doors. Custom (one of a kind) exterior door assemblies shall be tested by an approved testing laboratory or be engineered In accordance with
<br />accepted engineering practices.
<br />R613.4.4 Door components evaluated by an approved product evaluation entity, certification agency, testing laboratory or engineer may be interchangeable in
<br />exterior door assemblies provided that the door component( s) provide equal or greater structural performance as demonstrated by accepted engineering
<br />practices.
<br />R613.4.4.1 Optional exterior door component testing. With the exception of HVHZ, exterior side -hinged door assemblies not covered by Section R613.3 shall
<br />have the option to have the components of the assembly tested and rated for structural integrity in accordance with the following specification:
<br />SDI A250. 13
<br />Following the structural testing of exterior door components, there shall be no permanent deformation of any perimeter frame or panel member in excess of
<br />0.4 percent of its span after the load is removed. After each specified loading, there shall be no glass breakage, permanent damage to fasteners, hardware
<br />parts, or any other damage that causes the door to be inoperable, as applicable.
<br />R613.4.5 Garage door labeling. Garage doors shall be labeled with a permanent label provided by the manufacturer. The label shall Identify the manufacturer,
<br />the garage door model/series number, the positive and negative design pressure rating, indicate Impact rated if applicable, the installation Instruction
<br />drawing reference number, the Florida Product Approval or Miami -Dade Product Approval number If applicable, and the applicable test standards.
<br />The required garage door components for an approved garage door assembly may be indicated using a checklist format on the label. If a checklist format is
<br />used on the label, the installer or manufacturer shall mark the selected components on the checklist that are required to assemble an approved garage door
<br />system.
<br />The installation instructions shall be provided and available on the job site.
<br />R613.5 Wind-borne debris protection. Protection of exterior windows, glass doors and other glazed areas shall be in accordance with Section R301.2.1.2.
<br />R613.5.1 Fenestration testing and labeling. Reserved.
<br />R613.6 Anchorage methods.
<br />R613.6.1 Anchoring requirements. Window and door assembly anchoring systems shall be tested to achieve the design pressure specified. Substitute anchoring
<br />systems shall provide equal or greater anchoring performance as demonstrated by accepted engineering practice. When provided, the manufacturer's published
<br />installation instructions for as tested or substitute anchoring systems can be used. In no case shall the anchorage exceed the spacing for the tested rated
<br />per f or monce.
<br />R613.6.1.1 Masonry, concrete or other structural substrate. Where the wood shim or buck thickness is less than 11/2 inches (38 mm), window and door
<br />assemblies shall be anchored through the main frame or by jamb clip or subfrome system, in accordance with the manufacturers published installation
<br />instructions. Anchors shall be securely fastened directly into the masonry, concrete or other structural substrate material. Unless otherwise tested, bucks
<br />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
<br />of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provided to transfer load from
<br />the window or door frame to the rough opening substrate.
<br />Where the wood buck thickness is 11/2 inches (38 mm) or greater, the buck shall be securely fastened to transfer load to the masonry, concrete or other
<br />structural substrate and the buck shall extend beyond the interior face of the window or door frame. Window and door assemblies shall be anchored through the
<br />main frame or by jamb clip or sub frame system or through the flange to the secured wood buck In accordance with the manufacturers published installation
<br />instructions. Unless otherwise tested, bucks shall extend beyond the interior face of the window or door frame such that full support of the frame is
<br />provided. Shims sholl be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable
<br />loads. Anchors shall be provided to transfer load from the window or door frame assembly to the secured wood buck.
<br />R613.6.1.2 Wood or other approved framing material. Where the framing material is wood or other approved framing material, window and glass door assemblies
<br />shall be anchored through the main frame or by jamb clip or subfrome system or through the flonge in accordance with the manufacturer's published
<br />installation instructions. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of
<br />sustaining applicable loads. Anchors shall be provided to transfer load from the window or door frame to the rough opening substrate.
<br />R613.7 Mullions occurring between Individual window and glass door assemblies.
<br />R613.7.1 Mullions. Mullions, other than mullions which are an integral port of a window or glass door assembly tested and labeled in accordance with Section
<br />R613.3.1, shall be tested by an approved testing laboratory in accordance with AAMA 450 or be engineered in accordance with accepted engineering practice.
<br />R613.7.1.1 Engineered mullions. Mullions qualified by accepted engineering practice shall comply with the performance criteria in Sections R613.7.2,
<br />R613.7.3, and R613.7.4.
<br />R613.7.1.2 Mullions tested as stand alone units. Mullions tested as stand alone units in accordance with AAMA 450 shall comply with the performance criteria
<br />In Sections R613.7.2, R613.7.3, and R613.7.4.
<br />R613.7.1.3 Mullions tested In an assembly. Mullions qualified by a test of an entire assembly in accordance with AAMA 450 shall comply with Sections
<br />R613.7.2 and R613.7.4.
<br />R613.7.2 Load transfer. Mullions shall be designed to transfer the design pressure loads applied by the window and door assemblies to the rough opening
<br />substrate.
<br />TABLE R613.4
<br />MINIMUM TEST SIZES, INCLUDING FRAMING
<br />Performance Class* Width x Height (mm)
<br />Width x Height (in.)
<br />Minimum Performance Grade
<br />(Design Pressure)
<br />Residential (R)
<br />900 x 2000
<br />(36 x 79)
<br />720 Pa
<br />(15 psf)
<br />Light Commercial (LC)
<br />900 x 2100
<br />(36 x 83)
<br />1200 Pa
<br />(25 psf)
<br />Commercial (C)
<br />1000 x 2100
<br />(40
<br />x 83)
<br />1440 Pa (30
<br />psf)
<br />Heavy Commercial (HC)
<br />1200 x 2400
<br />(48
<br />x 95)
<br />1920 Po (40
<br />psf)
<br />Architectural (AW)
<br />1200 x 2400
<br />(48
<br />x 95)
<br />1920 Pa (40
<br />psf)
<br />*Performance Class and Performance Grade per ANSI/AAMA/NWWDA 101/I.S.2-97
<br />R613.7.3 Deflection. Mullions shall be capable of resisting the design pressure loads applied by the window and door assemblies to be supported without
<br />deflecting more than L/175, where L is the span of the mullion In inches.
<br />R613.7.4 Structural safety factor. Mullions shall be capable of resisting a load of 1.5 times the design pressure loads applied by the window and door
<br />assemblies to be supported without exceeding the appropriate material stress levels. If tested by an approved laboratory, the 1.5 times the design pressure
<br />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
<br />load is removed.
<br />R613.7.5 Installation Instruction for exterior windows and doors. Windows and doors shall be installed in accordance with ASTM E 2112 or in accordance with
<br />the manufacturer's installation Instruction.
<br />R613.8 Flashing, sealants and weatherstripping. Flashing and sealants for exterior windows and doors shall comply with Section R703.8.
<br />R613.8.1 All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 and ASTM C 920
<br />Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 612, or other approved standard as appropriate for the type of
<br />eolant.
<br />R 8.2 Masonry rough openings. Masonry rough opening dimensions shall be within the tolerances specified at Section R606.12 and in addition shall provide
<br />for dow perimeter sealant joint a maximum of 1A inches In width.
<br />rL
<br />0
<br />F
<br />Z
<br />2"A2" BEAM
<br />r- - - - r7 - - - - - - - - - - - - - - - - -
<br />I II II II
<br />EXISTING TRUSSES I
<br />I II II
<br />I II II II
<br />I II II II
<br />I II II II
<br />I II II II
<br />SIMPSON ST18 STAPQ 24" O.G. T� I I I I IN f
<br />f SPEGCI �'CA TIONS
<br />2X4 TOP PLATE
<br />INSULATION
<br />UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION
<br />SHALL BE AS FOLLOWS:
<br />GONG BLOCK WALLS
<br />R-3 BLOWN CELLULOSE OR R-45
<br />ALUMINUM MULTI SHEETS FOIL
<br />FRAMED WALLS
<br />R-I1 FIBERGLASS BATT
<br />INTERIOR CEILINGS
<br />R-M FIBERGLASS BATT OR BLOWN
<br />CEILINGS UNDER ATTIC
<br />R-30 FIBERSLASS BATT OR BLOW(
<br />TOP PLATE
<br />U PINE TEXTURED STUCCO OVER
<br />EXP. MTL. LATH OVER
<br />015 BLDG. FELT ON
<br />ASPHALT IMPREGNATED
<br />COMP. BOARD (OR
<br />INSULATIVE FIBER BOARD
<br />SHEATHING,
<br />e-, I I BEAM POC<ET DETAI
<br />m
<br />EXTERIOR SIDING OVER
<br />015 BLDG. FELT WITH
<br />OR WITHOUT INSULATIVE
<br />FIBER BOARD 4 SHEATHING
<br />FOR NAILING SEE SHEET 525
<br />1/2" CD OR 5/8"
<br />DRYWALL ON CEILING
<br />6IMP50N SPI a EA_ STUD
<br />1/2 "DRYWALL OVER
<br />2X4 STUDS a 16" O.G.
<br />or 2X6 6 24"O.C.
<br />2X4 or 2X6 BLOCKING
<br />NOTE:
<br />INSTALL 2X4 CORNER
<br />BRACING AT ALL EXT
<br />CORNERS OR PLYWOOD
<br />SHEATHING AT EACH
<br />SIDE OF CORNER
<br />TABLE 2304.9.1 FASTENING SCHEDULE I U I
<br />SIMPSON 5/8" WEDGE -ALL g 32" O.G.
<br />I I
<br />EXISTING CONCRETE KNEE WALL
<br />I I WOOD BASE
<br />�J=---d--- a --�- �-
<br />- - - - - - - - - -
<br />1.0
<br />5.1
<br />- ^O/ 1
<br />2X4
<br />TOP PLATE
<br />2X4 or 2X6
<br />JACKS
<br />(2)2X6 02 YELLOW
<br />PINE HEADER CUP
<br />TO 5'-0" SPAN) OR
<br />(2) 2XI2 Y.P. HDR
<br />W/NO JACKS)
<br />.UM. WINDOW
<br />�RBLE SILL
<br />:4 SILL PL. or 2X6 SILL OL.
<br />0 1 TYPICAL WALL SECTION,
<br />THROAD00 ROD OPIMION
<br />PLYWD SHEATHING AND SIDING
<br />2x6 GYP. SD. BACKER
<br />2x6 END STUD
<br />2x6 END STUD rN
<br />(CONVENTION CORNER
<br />(PRE -INSULATE VOIDS VFLYWD SHEATHING AND SIDING
<br />BACKING FOR EXT. SIDING 4 TRIM
<br />0 1' 3 STUD
<br />CORNUR DETA IL.
<br />EXISTING TRUSSES
<br />�- I - - - - - - -
<br />i
<br />Frame Wa I I
<br />_$" AL
<br />_UNIT DIMENSION
<br />- WIDTH
<br />JAMB
<br />WINDOW 4 DOOR FASTENNVCs
<br />2011 Flaride ®ulldirb Code NOTES
<br />L ALL EXTERIOR UNNPOUI6 AND GLASS DOORS SHALL
<br />BE TESTED M ACCORDANCE WITH ANSI7AMMA&J=A
<br />OV162 STANDARD AND BEAR AN AMMA OR UNDMA
<br />LABEL INDICATING, MANFACTIIRERB PERF0RI'W4CE AND
<br />APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE
<br />WITH 20n Florida Bulldkig Cods, SECTION r1014]1
<br />2. ALL EXTERIOR DOORS AND tINNDOWS, SHALL BE
<br />AI44C4101111ED M ACCORDANCE UNTH K FACTURERS
<br />SPECIFIC:ATkX*, IN ACCORDANCE UNTH 20n FLORroA
<br />BUILOMG CODE r10141
<br />9. IIIINOOWS AND DOORS FASTENED TO BUCK STRIPS
<br />LESS THAN I I*" SHALL BE ANCHORED TWROUGH
<br />THE JAME TO THE STRUCTURAL SUBSTRATE, M
<br />ACCORDANCE WITH 20n Florida BuildMg Coda 1`101442
<br />4. UNNDOW AND DOOR MULLION ASSEMBLIES SHALL BE
<br />DESIGNED AND TESTED TO TRANSFER IS TIMES THE
<br />INDICATED DESIGN LOADS, TO THE STRUCTURAL SUBSTRATE
<br />IN ACCORDANCE WITH, 20n Florida Buildkg Cods
<br />rW 1.45J AND n01.4S4.
<br />WOOD UJIN170UJ
<br />4NCHOR,4ar: (NTS)
<br />ATTACHMENT OF
<br />WINDOW TO FRAME
<br />WALL TO RE PER
<br />MANUFACTURERS
<br />RECOMMENDATION.
<br />ALL WIDT
<br />-J
<br />2-II/16"
<br />4LUM. (OR FIN TYPE
<br />UJINDOUJ ,4NGH0R,4Gr= (NITS)
<br />-�--A-, I I WIPIDOW /DOOR ANCHOR
<br />(FRAME)
<br />2x4 TOP PLATE ATTACHED
<br />WITH SIMPSON SDSJ X 31 I1
<br />6" O.G. STAGGERED
<br />TEXTURED STUCCO OVER
<br />EXP. MTL. LATH OVER
<br />015 BLDG. FELT ON
<br />ASPHALT IMPREGNATED
<br />COMP. BOARD (OR
<br />INSULATIVE FIBER BOARD
<br />SHEATHING.
<br />�4
<br />EXTERIOR SIDING OVER
<br />015 BLDG. FELT WITH
<br />OR WITHOUT INSULATIVE
<br />FIBER BOARD 4 SHEATHING
<br />FOR NAILING SEE SHEET 625
<br />TABLE 2304.9.1 FASTENING SCHEDULE
<br />SIMPSON I" WEDGE -ALL 6 32" O.G.
<br />FIN. GRADE
<br />EXISTING BEAM
<br />SIMPSON SPI 61 EA, STUD
<br />1/2 "DRYWALL OVER
<br />2X4 STUDS 6 16" O.G.
<br />or 2X(o t1 24"O.C.
<br />U
<br />c
<br />a
<br />7
<br />O
<br />2X4 or 2X6 BLOCKING C�
<br />C
<br />NOTE: rn
<br />INSTALL 2X4 CORNER
<br />BRACING AT ALL EXT
<br />p
<br />CORNERS OR PLYWOOD
<br />SHEATHING AT EACH
<br />c
<br />SIDE OF CORNER
<br />0
<br />U)
<br />L
<br />N
<br />C
<br />L
<br />O
<br />i
<br />Ki SIMPSON SPI m EA. STUD �
<br />0
<br />2x4 PT CONT. N
<br />O
<br />EX. GONG. FLOOR 0
<br />------------�
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