|
13.3 erior windows, sliding and patio glass doors.
<br />1 3.1 Testing and labeling. Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and shall be labeled to
<br />d cate compliance with the requirements of one of the following specifications:
<br />I/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 />ASTM E 1300-04 02).
<br />erior windows and sliding glass doors shall be labeled with a permanent label, marking, or etching providing traceability to the manufacturer and product.
<br />following shall also be required either on a permanent label or on a temporary supplemental label applied by the manufacturer: information identifying
<br />manufacturer, the product model/series number, positive and negative design pressure rating, product maximum size, glazing thickness, impact -resistance
<br />ing if applicable, Florida Product Approval number or Miami -Dade Product Approval number, applicable test standard(s), and approved product certification
<br />ncy, 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 window or door until final
<br />roval by the building official.
<br />eptions:
<br />Door assemblies installed in nonhabitoble areas where the door assembly and area are designed to accept water infiltration need not be tested for water
<br />iltration.
<br />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 />culoted by the following equation:
<br />ratio = OH length/OH height
<br />re:
<br />length = The horizontal measure of how for an overhang over a door projects out from door's surface.
<br />height = The vertical measure of the distance from the door's sill to the bottom of the overhang over a door.
<br />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 />uirements of the water infiltration test.
<br />Decorative glazed openings.
<br />ass 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 />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 />ducts not tested and certified in accordance with Section R613.3.1 shall be designed and labeled to comply with ASTM E 1300. The temporary supplemental
<br />el shall designate the type and thickness of glass or glazing material.
<br />ss 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 />subject to the requirements of the Florida Building Code, Building. Determination of load resistance of glass for specific loads of products not tested
<br />certified in accordance with Section R613.3.1 shall be designed and labeled to comply with ASTM E 1300. The supplemental label shall designate the type
<br />thickness of glass or glazing material.
<br />8.6.9 Testing and labeling of skylights. Exterior skylights shall be tested by an approved independent testing laboratory, and shall be labeled to
<br />icate compliance with the requirements of one of the following specification:
<br />I/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).
<br />erior skylights shall be labeled with a permanent label, marking, or etching providing traceability to the manufacturer and product. The following shall
<br />o be required either on a permanent label or on a temporary supplemental label applied by the manufacturer: Information identifying the manufacturer, the
<br />duct model/series number, positive and negative design pressure rating, product maximum size, type and thickness of glass or glazing material,
<br />act -resistance rating if applicable, Florida Product Approval number or Miami -Dade Product Approval number, applicable test standard(s), and approved
<br />duct certification agency, testing laboratory, evaluation entity or Miami -Dade Product Approval.
<br />els are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain on the skylight until final approval
<br />the building official.
<br />3.3.2 Comparative Analysis Label. A temporary supplemental label conforming to AAMA 203, Procedural Guide for the Window Inspection and Notification
<br />tem, shall be acceptable for establishing and communicating the calculated allowable design pressures higher than indicated on the label required by
<br />tion 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 />/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 />roval by the building official.
<br />eption 1:
<br />arative analysis of operative windows and glazed doors may be made, provided the proposed unit complies with the following:
<br />Shall always be compared with a tested and currently approved unit.
<br />Varies only in width, height and/or load requirements.
<br />Shall not exceed 100 percent of the proportional deflection for fiber stress of the intermediate members of the approved unit.
<br />Shall conform as to extruded members, reinforcement and in all other ways with the tested approved unit.
<br />Shall not exceed 100 percent of the concentrated load at the juncture of the intermediate members and the frame of the approved unit.
<br />Shall not permit more air and water infiltration than the approved unit based on the height above grade.
<br />Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 203 or ASTM E 1886 and ASTM E 1996.
<br />eption 2:
<br />arative analysis of fixed glass windows may be made, provided the proposed unit complies with the following:
<br />Shall always be compared with a tested and currently approved unit.
<br />Varies only in width, height and/or load requirements.
<br />The design is identical in all respects. e.g., extrusions, glazing system, joinery, fasteners, etc.
<br />Shall not permit more air and water infiltration than the approved unit based on height above grade.
<br />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 />The ULD of any member must not exceed the ULD of the corresponding member of the tested window.
<br />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 />de.
<br />Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 203 or ASTM E 1886 and ASTM E 1996.
<br />3.4 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 />3.4.1 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 />ign 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 />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 />tenersI hardware parts, or any other damage which causes the door to be inoperable.
<br />minimum test sizes and minimum design pressures shall be as indicated in Table R613.4
<br />Uunit 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 />uctural members maintain the some profile as tested.
<br />3.4.2 Sectional garage doors shall be tested for determination of structural performance under uniform static air pressure difference in accordance with
<br />I/DASMA 108 or TAS 202 (HVHZ shall comply with TAS 202).
<br />3.4.3 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 />epted engineering practices.
<br />3.4.4 Door components evaluated by an approved product evaluation entity, certification agency, testing laboratory or engineer may be interchangeable in
<br />erior door assemblies provided that the door component( s) provide equal or greater structural performance as demonstrated by accepted engineering
<br />ctices.
<br />3.4.4.1 Optional exterior door component testing. With the exception of HVHZ, exterior side -hinged door assemblies not covered by Section R613.3 shall
<br />e the option to have the components of the assembly tested and rated for structural integrity in accordance with the following specification:
<br />A250. 13
<br />lowing the structural testing of exterior door components, there shall be no permanent deformation of any perimeter frame or panel member in excess of
<br />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 />ts, or any other damage that causes the door to be inoperable, as applicable.
<br />3.4.5 Garage door labeling. Garage doors shall be labeled with a permanent label provided by the manufacturer. The label shall identify the manufacturer,
<br />garage door model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, the installation instruction
<br />wing reference number, the Florida Product Approval or Miami -Dade Product Approval number if applicable, and the applicable test standards.
<br />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 />d on the label, the installer or manufacturer shall mark the selected components on the checklist that are required to assemble on approved garage door
<br />tem.
<br />installation instructions shall be provided and available on the job site.
<br />3.5 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 />3.5.1 Fenestration testing and labeling. Reserved.
<br />3.6 Anchorage methods.
<br />3.6.1 Anchoring requirements. Window and door assembly anchoring systems shall be tested to achieve the design pressure specified. Substitute anchoring
<br />temps shall provide equal or greater anchoring performance as demonstrated by accepted engineering practice. When provided, the manufacturer's published
<br />tallation 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 />formance.
<br />3.6.1.1 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 />emblies shall be anchored through the main frame or by jamb clip or subframe system, in accordance with the manufacturers published installation
<br />tructions_ Anchors shall be securely fastened directly into the masonry, concrete or other structural substrate material. Unless otherwise tested, bucks
<br />11 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 />sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provided to transfer load from
<br />window or door frame to the rough opening substrate.
<br />re 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 />uctural 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 />n frame or by jamb clip or subframe system or through the flange to the secured wood buck in accordance with the manufacturers published installation
<br />tructions. 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 />vided. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable
<br />ds. Anchors shall be provided to transfer load from the window or door from assembly to the secured wood buck.
<br />3.6.1.2 Wood or other approved framing material. Where the framing material is wood or other approved framing material, window and glass door assemblies
<br />11 be anchored through the main frame or by jamb clip or subframe system or through the flange in accordance with the manufacturer's published
<br />tallation instructions. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of
<br />toining applicable loads. Anchors shall be provided to transfer load from the window or door frame to the rough opening substrate.
<br />3.7 Mullions occurring between individual window and glass door assemblies.
<br />3.7.1 Mullions. Mullions, other than mullions which are an integral part of a window or glass door assembly tested and labeled in accordance with Section
<br />3.3.1, shall be tested by an approved testing laboratory in accordance with AAMA 450 or be engineered in accordance with accepted engineering practice.
<br />3.7.1.1 Engineered mullions. Mullions qualified by accepted engineering practice shall comply with the performance criteria in Sections R613.7.2,
<br />3.7. 3, and R613. 7.4.
<br />13.7.1.2 Mullions tested as stand alone units. Mullions tested as stand alone units in accordance with AAMA 450 shall comply with the performance criteria
<br />Sections R613.7.2, R613.7.3, and R613.7.4.
<br />3.7.1.3 Mullions tested in an assembly. Mullions qualified by a test of an entire assembly in accordance with AAMA 450 shall comply with Sections
<br />3. 7. 2 and R613. 7. 4.
<br />13.7.2 Load transfer. Mullions shall be designed to transfer the design pressure loads applied by the window and door assemblies to the rough opening
<br />strate.
<br />LE R613. 4
<br />IMUM TEST SIZES, INCLUDING FRAMING
<br />formance Class* Width x Height (mm) Width x Height (in.) Minimum Performance Grade
<br />sign Pressure)
<br />identiol (R) 900 x 2000 (36 x 79) 720 Pa (15 psf)
<br />ht Commercial (LC) 900 x 2100 (36 x 83) 1200 Pa (25 psf)
<br />rcial (C) 1000 x 2100 (40 x 83) 1440 Po (30 psf)
<br />vy Commercial (HC) 1200 x 2400 (48 x 95) 1920 Po (40 psf)
<br />hitectural (AW) 1200 x 2400 (48 x 95) 1920 Pa (40 psf)
<br />rformance Class and Performance Grade per ANSI/AAMA/NWWDA 101/I.S.2-97
<br />3.7.3 Deflection. Mullions shall be capable of resisting the design pressure loads applied by the window and door assemblies to be supported without
<br />letting more than L/175, where L is the span of the mullion in inches.
<br />3.7.4 Structural safety factor. Mullions shall be capable of resisting a load of 1.5 tines the design pressure loads applied by the window and door
<br />emblies to be supported without exceeding the appropriate material stress levels. If tested by an approved laboratory, the 1.5 times the design pressure
<br />d 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 />d is removed.
<br />3.7.5 Installation instruction for exterior windows and doors. Windows and doors shall be installed in accordance with ASTM E 2112 or in accordance with
<br />manufacturer's installation instruction.
<br />3.8 Flashing, sealants and weatherstripping. Flashing and sealants for exterior windows and doors shall comply with Section R703.8.
<br />3.8.1 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 />s 25 Grade NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for the type of
<br />a n t.
<br />13. Masonry rough openings. Masonry rough opening dimensions shall be within the tolerances specified at Section R606.12 and in addition shall provide
<br />r a win erimeter sealant 'oint a maximum of 1 4 inches in width.
<br />2 "x12" BEAM
<br />2x 6 P.T. WOOD JAMB
<br />PLYWD SHEATHING AND SIDING
<br />_F
<br />of2
<br />f__ T
<br />2x6 END STUD
<br />2x6 END STUD
<br />(CONVENTION CORNER)
<br />1/4"x 3-1/2" WOOD SCREWS g 24" O.G.
<br />CONT. WOOD TRIM
<br />L DOOR AND CONNECTION PER
<br />GARAGE DOOR MANUFACTURER
<br />2x6 GYP_ SD_ SACKER
<br />(PRE -INSULATE VOID)J \-PLYWD SHEATHING AND SIDING
<br />BACKING FOR EXT. SIDING 4 TRIM
<br />3 STUD COS NOR DOTAI
<br />Frame Wa I I
<br />SILL
<br />H
<br />UNIT DIMENSION
<br />WIDTH
<br />JAMB
<br />�U UJINDOW
<br />WINDOW 4 DOOR FASTENING
<br />2020 Florida Building Code NOTES
<br />L ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL
<br />BE TESTED IN ACCORDANCE WITH ANSIIAMMA/NIUllDA
<br />10VIS2 STANDARD AND SEAR AN AMMA OR UVMA
<br />LABEL INDICATING, ML41•YIFACTURERS PERFORIANCE AND
<br />APPROVED PRODUCT TESTMG ENTITY, IN ACCORDANCE
<br />WITH 2O20 Florida Building Code, SECTION 1101421
<br />2. ALL EXTERIOR DOORS AND WINDOWS, SHALL ISE
<br />ANCHORED IN ACCORDANCE WITH MANIFACTIbZERS
<br />SPECIFICATIONS, IN ACCORDANCE WITH 2O20 FLORIDA
<br />BUILDING CODE r101.4.L
<br />3. WINDOWS AND DOORS FASTENED TO BUCK STRIPS
<br />LESS THAN 1 1/2" SHALL BE ANCHORED THROUGH
<br />THE JAMS TO THE STRUCTURAL SUBSTRATE, IN
<br />ACCORDANCE WITH 2O20 Florida Bullding Code. 1101442
<br />4. WINDOW AND DOOR MULLION ASSEMBLIES SHALL BE
<br />DESICsTED AND TESTED TO TRANSFER IB TIMBS THE
<br />INDICATED DESW4 LOADS, TO THE STRUCTURAL SUBSTRATE
<br />IN ACCORDANCE WITH, 2020 Florida BulldWQ Code
<br />T101ASJ AND r101454.
<br />ATTACHMENT OF
<br />WINDOW TO FRAME
<br />WALL TO SE PER
<br />MANUFACTURERS
<br />RECOMMENDATION_
<br />b
<br />d'
<br />SHINGLES PER SPECIFICATIONS (W/ 6 FASTENERS
<br />PER SHINGLE) FELT UNDERLAYMENT MUST BE 300
<br />OR EQUIVALENT (ASTM D 226 TYPE II, ASTM D4869
<br />OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2"
<br />PLYWOOD OR OSB W/H-CLIPS ON 2x10's 6 24"O.C.
<br />(FOR NAILING SCHEDULE SEE SHEET S2C) - SEE
<br />ADDITIONAL INFO BELOW
<br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF
<br />SHEATHING" PER TECHNICAL NOTE *R2-I5A 16-24 "-DOUBLE
<br />PLY GLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL -
<br />NONE REQUIRED AT RIDGE OR HIP. 12" TO 16" - LUMBER
<br />ONLY BLOCKING (2x4) FLAT WISE OR ENDWISE ON THE SIDE
<br />ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT
<br />RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS -
<br />LUMBER ONLY BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON
<br />BOTH PANEL EDGES.
<br />12
<br />INSULATION 20
<br />UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION
<br />SHALL BE AS FOLLOWS:
<br />CONC BLOCK WALLS R-3 BLOWN CELLULOSE OR R-4B
<br />ALUMINUM MULTI SHEETS FOIL
<br />FRAMED WALLS R-11 FIBERGLASS GATT
<br />INTERIOR CEILINGS R-IS FIBERGLASS GATT OR BLOWN
<br />CEILINGS UNDER ATTIC R-38 FIBERGLASS GATT OR BLOWN
<br />SIMPSON H10A
<br />PLT. HGT VINYL SOFFIT
<br />ALL WIDT
<br />-J
<br />ALUM. DRIP EDGE
<br />2X6 SUB FASCIA
<br />FASCIA COVER INSTALLED IN
<br />ACCORDANCE WITH FASCIA
<br />MANUFACTURER'S PRODUCT
<br />APPROVAL SPECIFICATION AND
<br />LIMITATIONS OF USE
<br />ATTACH SOFFIT
<br />TO FASCIA OR
<br />TO NAILING
<br />STRIP (NOT
<br />SHOWN)
<br />2x16 RIM JOIST
<br />EXTERIOR SIDING OVER
<br />*15 BLDG. FELT WITH
<br />OR WITHOUT INSULATIVE
<br />FIBER BOARD 4 SHEATHING
<br />FOR NAILING SEE SHEET 525
<br />TABLE 2304.9.1 FASTENING SCHEDULE
<br />(1) 20'-0" *4 COPPER (WITH
<br />APPROVED CLAMP) TIED
<br />TO FTG_ STEEL AND GRND.
<br />ROD (BY OTHERS) AT
<br />ELECTRICAL BOX LOCATION
<br />51MP50N TP31
<br />SIMPSON H10A
<br />SIMPSON 18" FLAP STRAP
<br />SIMPSON LSSU 210
<br />(2)2x12 RIDGE SEAM
<br />SIMPSON TP31
<br />12
<br />9
<br />SIMPSON SP2
<br />(2)2x4
<br />SIMPSON 5P2
<br />2x6 COLLAR
<br />1/2 "DRYWALL OVER
<br />2X4 STUDS 9 Ito" O.C.
<br />zO
<br />S IMPSON 15P1
<br />(2)2X6 TOP PLATE 3/4" PLYWOOD W/ Sd NAILS tI
<br />6" O.G. 10 EDGES AND 12" O.G.
<br />J - CI-IANNEL INTERMEDIATE
<br />- 2x6 BASE PLATE WOOD BASE
<br />(2)2X6 TOP PLATE
<br />2X6 BLOCKING
<br />TIE MAX 1/2" GALV. ROD
<br />ti -12" O.C. 4 EACH SIDE
<br />OF OPENING
<br />1611 FLOOR 6 i-STEM 42 e Ira" O_C:
<br />1/2" CD OR 5/8"
<br />DRYWALL ON CEILING
<br />(2)2X4 or (2)2X6
<br />TOP PLATE
<br />2X4 or 2X6
<br />JACKS
<br />(2)2X6 *2 YELLOW
<br />PINE HEADER (UP
<br />TO 5'-0" SPAN) OR
<br />(2) 2X12 Y.P. HDR
<br />WINO JACKS)
<br />UM. WINDOW
<br />%RBLE SILL
<br />:4 SILL PL. or 2X6 SILL OL.
<br />2�4 PT
<br />Z F
<br />U
<br />3000 n
<br />Z fo"x 6"x 10/10 E.W.W. MESH REINFORCING o
<br />° REQUIRED THROUGHOUT THE CONCRETE SLAB 0
<br />i_1
<br />ROD (BY OTHERS) 6 MIL. VAP. BARRIER �'
<br />li-QII 0
<br />VCR (2)S REBAR CONT. ON *3 CHAIRS a)
<br />(3" MIN. COVER) 0
<br />U)
<br />CONCRETE -ENCASED ELECTRODE_ AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN
<br />AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE E
<br />EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY O
<br />p CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR U
<br />CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING
<br />BARS SHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE N
<br />J MEANS_" N
<br />2' 4' 1 oYfo. wAiim rCmr IO1�l
<br />S2A 0
<br />O
<br />14 I WINDOW /DOOR ANCHORAGE (;:;Ro4ms)
<br />Digitally signed by Signed and sealed by T.L. Hanson PE�\y� 11111ys/
<br />Thomas L
<br />Thomas L using a Digital Signature and date. �p N E'• o�
<br />Hanson :A 01410 Printed copies of this document
<br />Hanson:A01410D00000 are not considered signed and 01
<br />DOOOOOI 77EF31 177EF31134E000015ADA sealed and the signature must be :LU-
<br />Date: 2023.10.24 verified on any electronic co ' n '=w`
<br />B4E000015ADA %�� �aa�°?'a�,�
<br />U)
<br />Z
<br />_O
<br />in
<br />W
<br />PROJECT NO.
<br />2023-55
<br />DWG N0.
<br />S 2A
<br />
|