|
L'L1 III' I I I I
<br />R613.3 Exterior windows, sliding and patio glass doors.
<br />J I I -_ I I I
<br />I I I I I 1 11 1 1 1 1 1 II 1
<br />_- -I--- I 1..
<br />R613.3.1 Testing and labeling. Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and shall be labeled to
<br />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 />2"x12" BEAM
<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 nonhobitable areas where the door assembly and area ore designed to accept water infiltration need not be tested for water
<br />Infiltration.
<br />2. Door as
<br />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 />Glass 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 sholl 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 shall 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 10111.5.2 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 R613.3.1 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 />iR308.6.9ndicate Testing and labeling q skylights. Exterior skylights shall be tested by an approved Independent testing laboratory, and shall be labeled to 0 1' O
<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/I.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 />P Y mP Y PP 9 P t
<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. 2x & P.T. WOOD JAMB TO=
<br />SEE ELEVATIONS
<br />FOR ROOF SLOPE
<br />SHINGLES PER SPECIFICATIONS I & FASTENERS
<br />PER SHINGLE) FELT UNDERLAYMENT MUST BE 30"
<br />OR EQUIVALENT (ASTM D 22& TYPE II, ASTM D48&9
<br />OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/211
<br />PLYWOOD OR 085 W/H-CLIPS ON PRE-ENGINEERED
<br />WOOD TRUSSES g 24"O.G. (FOR NAILING SCHEDULE
<br />SEE SHEET 52C)
<br />HURRICANE ANCHORS
<br />(SEE TABLES W/ ROOF PLAN)
<br />E TOP PLATEAMM
<br />ALUM. DRIP EDGE
<br />u PINE
<br />2X�o SUB FASCIA 1/2" CD OR 5/8"
<br />1/4"x 3-1/2" WOOD 5CREW5 m 24" O.G.
<br />CONT. WOOD TRIM
<br />2. Varies only In width, height and/or load requirements.
<br />DOOR AND CONNECTION PER
<br />GARAGE DOOR MANUFACTURER
<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. m
<br />I,
<br />MR. ANCOHORP4
<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 />GAR.
<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 />\
<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 />8X8X1& CONIC.
<br />4. Shall not permit more air and water Infiltration than the approved unit based on height above grade.
<br />HEADER BLOCK
<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 />Ft. E L E V.
<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 />X
<br />1 �2" EXP. MATERIAL q
<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 />F.F. GAR-\
<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 />'
<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 />I+l
<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 />SEF S1 F 0 R SIZES, R E B
<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 andSHEET
<br />structural members maintain the some profile as tested. SIZES &
<br />NUMBER REQUIRED
<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 shall 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 0 tonal exterior door component testing With the exception of HVHZ exterior side -hinged door assemblies not covered by Section R613 3 shall
<br />SEE SHEET S1 FOR HOLD DOWN
<br />HARDWARE ( TOP & BOTTOM)
<br />U3' "-REBAR BENT BACK 4"
<br />05 REBAR CONT.
<br />"5 REBAR VERT. REINF.
<br />BEYOND fit MAX. V -011 O.G.
<br />IN CONIC. FILLED CELL5
<br />cA
<br />have the option to have the components of the assembly tested and rated for structural integrity In accordance with the following specification: 011 DIROP
<br />SLP415
<br />SDI A250 13 14
<br />Following the structural testing of exterior door components, there shall be no permanent deformation of any perimeter from 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 />PL YWD SHEATHING AND SIDING
<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 />2 x6 END STUD
<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 />2 xlo END STUD
<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 />�w�
<br />(CONVENTION CORNER)
<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 />( PRE -INSUL ATE VOID
<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 />performance.
<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 framor by jamb clip or subframe system, In accordance with the manufacturers published installation
<br />frame or
<br />instructions Ancshall be securely fastened directly into the masonry concrete or other structural substrate material. Unless otherwise tested, bucks
<br />2x& GYP. BD, BACKER
<br />MAY VARY
<br />ALUIMFA5CIA 4 (SEE ROOF PLAN)
<br />SOFFIT
<br />INSULATION
<br />UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION
<br />SHALL BE AS FOLLOWS:
<br />GONG BLOCK WALLS R-3 BLOWN CELLULOSE OR R-4.5
<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-30 FIBERGLASS GATT OR BLOWN
<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 />OR
<br />EXTERIOR SIDING OVER
<br />"15 BLDG. FELT WITH
<br />OR WITHOUT IN5ULATIVE
<br />FIBER BOARD 4 SHEATHING
<br />FOR NAILING SEE SHEET 525
<br />TABLE 2304.9.1 FASTENING SCHEDULE
<br />(1) 20'-0" 04 COPPER (WITH
<br />APPROVED CLAMP) TIED
<br />TO FTG. STEEL AND GRND.
<br />ROD (BY OTHERS) AT
<br />ELECTRICAL BOX LOCATION
<br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING" PER TECHNICAL NOTE 0R2-15A III "-DOUBLE
<br />PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED AT RIDGE OR HIP. 12" TO 10" -
<br />LUMBER ONLY BLOCKING (2x4) FLAT WISE OR ENDWISE ON THE 51DE ADJACENT TO THE FULL WIDTH PANEL
<br />NONE REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHINGS 12" OR LE55 - LUMBER ONLY BLOCKING, (2x4)
<br />FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES.
<br />DRYWALL ON CEILING
<br />(2)2X4 TOP PLATE
<br />or (2)2X& TOP PLATE
<br />1/2 "DRYWALL OVER
<br />2X4 STUDS 6 111 O.C.
<br />or 2Xro a 24"O.C.
<br />2X4 or 2X(o BLOCKING
<br />NOTE:
<br />INSTA LL 2X4 CO RNER
<br />BRACING AT ALL EXT
<br />CORNERS OR PLYWOC
<br />SHEATHING AT EACH
<br />SIDE OF CORNER
<br />2X4 P.T. PL. POWER
<br />SET INTO CONIC.
<br />TIE MAX 1/2" GALV. ROD
<br />6 -12" O.G. 4 EACH SIDE
<br />OF OPENING
<br />-WOOD BASE
<br />-
<br />In
<br />INSUL. PER
<br />SPECIFICATIONS
<br />(2)2X4 or (2)2X6
<br />TOP PLATE
<br />2X4 or 2X&
<br />JACKS
<br />(2)2X& "2 YELLOW
<br />PINE HEADER (UP
<br />TO 5'-0" SPAN) OR
<br />(2) 2X12 Y.P. HDR.
<br />W/NO JACKS)
<br />UM. WINDOW
<br />%RBLE SILL
<br />;4 SILL PL. or 2X& SILL OL.
<br />X
<br />F
<br />0
<br />(1) 20'-0" "4 COPPER (WITH
<br />APPROVED CLAMP) TIED
<br />TO FTG. STEEL AND GRND.
<br />ROD (BY OTHER5) AT
<br />ELECTRICAL BOX LOCATION
<br />3000 PSI GONG.
<br />- & "x 111 10/10 E.W.W. MESH REINFORCING
<br />REQUIRED THROUGHOUT THE CONCRETE SLAB -
<br />TIE MAX 1/211 GALV. ROD
<br />9 -12" O.C. 4 EACH SIDE
<br />OF OPENING
<br />IIII0 WWF OR
<br />IBER MESH 1.5"/GU. YD.
<br />ZWOOD BASE
<br />�- HEADER BLOCK W/050
<br />NOTE: IF WALL HEIGTH EXCEEDS 2'-0"
<br />BRACE WALL UNTIL FLOOR 15 POURED
<br />050 W/CELL POURED SOLID
<br />V-0" O.G. MAX.
<br />cv
<br />050 DOWEL
<br />SPACING PER FOUNDATION PLAN
<br />GROUND ROD (BY OTHERS) & MIL. VAP. BARRIER
<br />(2)"5 REBAR CONT. ON 03 CHAIRS &u
<br />(3" MIN. COVER) GROUND ROD (BY OTHERS) N 2-050
<br />1 T*TOPI CAI= W041MIM SECT I ON OPT I ONP4L (STE
<br />or R r;F4OSO ROD OPT 1 ON
<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 15 IN DIRECT CONTACT WITH THE
<br />EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY
<br />CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LE55 THAN 1/2 INCH DIAMETER, OR
<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
<br />MEANS."
<br />SHINGLES PER SPECIFICATIONS (W/ & FASTENERS SEE ELEVATIONS
<br />PER SHINGLE) FELT UNDERLAYMENT MUST BE 30" FOR ROOF SLOPE
<br />OR EQUIVALENT (ASTM D22& TYPE II ASTM D4a
<br />ii
<br />OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2" SHINGLES PER 5PECIFICATION5 (w/ do FASTENERS SEE ELEVATIONS
<br />PLYWOOD OR OSB W/H-CLIPS ON PRE-ENGINEERED PER SHINGLE) FELT UNDERLAYMENT MUST BE 30" FOR ROOF SLOPE
<br />WOOD TRU55E5 m 24"O.C. (FOR NAILING SCHEDULE OR EQUIVALENT (ASTM D 22(o TYPE II, ASTM D48&9
<br />SEE SHEET 52G) OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2"
<br />PLYWOOD OR 055 W/H-CLIPS ON PRE-ENGINEERED
<br />WOOD TRUSSES m 24"1 (FOR NAILING SCHEDULE
<br />SEE SHEET 52C)
<br />'-PLYWD SHEATHING AND SIDING
<br />BACKING FOR EXT. SIDING 4 TRIM
<br />shall extend beyond the Interior face of the window or door frame such that full support of the frame s provided. Shims shall made from materials capable I' CORNDETA 1
<br />of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provivi ded to transfer load fromMRthe window or door frame to the rough opening substrate2 1.
<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 subframe 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 Frame Wall
<br />provided. Shims shall 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 from or by jamb clip or subframe system or through the flange 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. t F
<br />C i H 1
<br />R613.7.I Mullions. Mullions, other than mullions which are an integral part of a window or glass door assembly tested and labeled in accordance with Section 0 l�
<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. F
<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 />�
<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 SILL
<br />substrate. R.O. WIDTH
<br />TABLE R613.4
<br />MINIMUM TEST SIZES, INCLUDING FRAMING
<br />Performance Class* Width x Height (mm) Width x Height (in.) Minimum Performance Grade
<br />(Design Pressure)
<br />Residential (R) 900 x 2000 (36 x 79) 720 Pa (15 psf)
<br />Light Commercial (LC) 900 x 2100 (36 x 83) 1200 Pa (25 psf)
<br />440 P 30 f
<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 ANSI/AMMAMIULDA
<br />I01/182 STANDARD AND BEAR AN AMMA OR WDMA
<br />LABEL NDIGATMG, MANUFACTURERS PERFORMANCE AND
<br />APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE
<br />WITH 2O20 Florida BuNdln9 Code, SECTION li0'1.4Z.1.
<br />2. ALL EXTERIOR DOORS AND WINDOWS, SHALL BE
<br />ANCHORED IN ACCORDANCE WITH MANUFACTURERS
<br />SPECIFICATIONS, IN ACCORDANCE WITH 2O20 FLORIDA
<br />BUILDING CODE 1701,4.1.
<br />3. WINDOWS AND DOORS FASTENED TO BUCK STRIPS
<br />LESS THAN 1 1/2' SHALL BE ANCHORED THROUGH
<br />THE JAME TO THE STRUCTURAL SUBSTRATE, IN
<br />ACCORDANCE WITH 2O20 Florida Bulldtng Cods. M07.4.4Z
<br />4. WINDOW AND DOOR MULLION ASSEMBLIES SHALL BE
<br />DESIGNED AND TESTED TO TRANSFER M TIMES THE
<br />NOIGATED DESIGN LOADS, TO THE STRUCTURAL 8U15STRATE
<br />IN ACCORDANCE WITH, 2020 Florida Building Cods
<br />t'10l,49.1 AND 1101A.5.4.
<br />Commercial (C) 1000 x 2100
<br />(40 x 83)
<br />1 0
<br />(
<br />ps )
<br />Heavy Commercial (HC) 1200 x 2400
<br />(48 x 95)
<br />1920 Pa
<br />(40
<br />psf)
<br />1.UNIT RIMENSION
<br />Architectural (AW) 1200 x 2400
<br />(48 x 95)
<br />1920 Pa
<br />(40
<br />psf)
<br />WIDTH
<br />JAMB
<br />*Performance Class and Performance
<br />Grade per ANSI/AAMA/NWWDA
<br />101/I.S.2-97
<br />dR613. 7. 3
<br />eflects Deflection. Mullions shall
<br />deflecting more than L/175, where L
<br />is copoble of resisting
<br />is the span of the mullion
<br />the design pressure
<br />in inches.
<br />loads applied by the window and door assemblies
<br />to be supported without
<br />R613.7.4 Structural safety factor.
<br />Mullions shall be capable
<br />of resisting a load
<br />of
<br />1.5 times the design pressure loads applied
<br />by the window and door
<br />assemblies to be supported without exceeding the appropriate
<br />load shall be sustained for 10 seconds, and the permanent deformation
<br />material stress levels. If tested by on approved laboratory, the
<br />shall not exceed 0.4 percent of the mullion span of ter thea
<br />ooved.
<br />times the design pressure
<br />1.5 times design pressure
<br />load is rem
<br />ATTACHMENT OF
<br />WINDOW TO FRAME
<br />WALL TO BE PER
<br />MANUFACTURERS
<br />RECOMMENDATION.
<br />HURRICANE ANCHORS
<br />(SEE ROOF PLAN )
<br />ALUM. DRIP EDGE
<br />2X& SUB FASCIA
<br />Simpso Stron
<br />Install d per I
<br />Uplif 1s less t
<br />4x4WC
<br />OR car
<br />ALL WIDT
<br />=J
<br />ALUM.
<br />UJINDO
<br />R613.7.5 Installation Instruction for exterior
<br />windows and doors. Wlndows and doors sha11 be installed In accordance with ASTM E 2112 or In accordance with
<br />the manufacturer's Installation Instruction.
<br />the ma
<br />nweatherstr uctipping.
<br />Flashing, sealants and
<br />Flashing and sealants for exterior windows and doors shall comply with Section R703.8.
<br />O N.T.S.
<br />WINDOW
<br />/
<br />DOOR
<br />AN C H O R 04IC
<br />R613.8.1 All exterior fenestration products shall
<br />be sealed at the juncture with the building wall with a sealant complying with AAMA 800 and
<br />ASTM C 920
<br />Class 25 Grade NS or greater for proper joint
<br />expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for
<br />the type of
<br />sealant.
<br />.-,.,, k
<br />,...e.,i- Atmon 1- aHMI he within the tnlernnces specified at Section R606.12 and in addition
<br />shall provide-_
<br />UJ 4NCI40R4C:E CNT�)
<br />�E F R AM r;)
<br />HURRICANE ANCHORS
<br />(SEE ROOF PLAN )
<br />ALUM. DRIP EDGE-,
<br />2X& SUB FASCIA
<br />M WALL)
<br />(3) 2x 12's w/ 1/2"
<br />-PLYWD. BETWEEN
<br />(SIZE MAY VARY
<br />SEE ROOF PLAN)
<br />0
<br />� I
<br />d
<br />D
<br />O
<br />L
<br />0
<br />C
<br />t)
<br />01
<br />Q
<br />0
<br />O
<br />C
<br />O
<br />+,
<br />in
<br />s`
<br />N
<br />C
<br />i
<br />O
<br />U
<br />N
<br />O
<br />IL
<br />N
<br />c�
<br />t1iiiiii, FR. PORCH
<br />0-
<br />0
<br />U
<br />Thomas L
<br />Digitally signed b
<br />9 Y 9 Y
<br />Signed and scaled by T.L. Hanson PE ��� �''""b,
<br />, ,,.,/It . I,
<br />Thomas L
<br />using a Digital Signature and date. : �p'`� µ S0 /,
<br />Hanson:A01410
<br />Hdnson:A01410D00000
<br />tedcopiideredes of ignedument zz�`: '
<br />D00000177 E F31
<br />177EF31 B4E000015ADA
<br />arc
<br />are not considered signed and
<br />scaled and the signature must be w =
<br />•w
<br />Date: 2021.05.24
<br />verified on any electronic co
<br />°�
<br />B4E000015ADA
<br />=.-F�°nl°. .
<br />,/ ,��
<br />I'to,wt I"
<br />LtJ
<br />Q
<br />0
<br />PROJECT NO.
<br />2021-11
<br />
|