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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 />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 nonhabitable areas where the door assembly and area ore 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 />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 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 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 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 R613.3.1 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 />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/I.S.2/A440, or TAS 202 (HVHZ shall comply with TAS 202). 6�
<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 />2 "x12" BEAM
<br />fli-si-vr-tc�
<br />SEE ELEVATIONS
<br />FOR ROOF SLOPE
<br />SHINGLES PER SPECIFICATIONS (W/ 6 FASTENERS
<br />PER SHINGLE) FELT UNDERLAYMENT MUST BE 30"
<br />OR EQUIVALENT (ASTM D 226 TYPE II, ASTM D4869
<br />OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2"
<br />PLYWOOD OR 055 W/H-CLIPS ON PRE-ENGINEERED
<br />WOOD TRUSSES im 24"O.C. (FOR NAILING SCHEDULE
<br />SEE SHEET 52C)
<br />E TOP PLATE
<br />U PINE
<br />BEAM POCKET MEMrAl
<br />Exception 1: 4 ym
<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 ro P.T. WOOD JAMB
<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. I,
<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 o 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 />1/4"x 3-1/2" WOOD SCREWS m 24" O.C.
<br />CONT. WOOD TRIM
<br />L DOOR AND CONNECTION PER
<br />GARAGE DOOR MANUFACTURER
<br />R ANCHORAGE
<br />4. Shall not permit more air and water infiltration than the approved unit based on height above grade. 8X8X1& GONG.
<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. HEADER BLO
<br />C
<br />6. The ULD of any member must not exceed the ULD of the corresponding member of the tested window. F , ELEV.
<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 X Guide. 112" 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. R E B A R BENT BACK 4"
<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. FR GAR 05 REBAR CONT.
<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 il�r
<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 "5 RE BAR VE RT. REINF.
<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. _ BEYOND 's MAX. 8'- 0" O.G.
<br />The minimum test sizes and minimum design pressures shall be as indicated In Table R613.4 IN GONG. FILLED CELLS
<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 an� SHEET S 1 FOR SIZES, R E B
<br />structural members maintain the some profile as tested. SIZES & 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 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: 0
<br />SDI A250. 13 r
<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-Dode Product Approval number if applicable, and the applicable test standards.
<br />The required garage door components for on 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 />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 mum), window and door
<br />assemblies shall be anchored through the main frame or by jamb clip or subframe 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 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 sustaininq 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 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.
<br />R613.7.1 Mullions. Mullions, other than mullions which are an integral part of a window or gloss door assembly tested and labeled In accordance with Section ~
<br />R613.3.1, shall be tested by on approved testing laboratory in accordance with AAMA 450 or be engineered in accordance with accepted engineering practice. t
<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 sholl comply with the performance cr!ter io
<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) 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 />SILL AL
<br />SEE SHEET S1 FOR HOLD DOWN
<br />HARDWARE ( TOP & BOTTOM)
<br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATIING" PER TECHNICAL NOTE "R2-15A 16-24 "-DOUBLE
<br />PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED AT RIDGE OR HIP. 12" TO fro" -
<br />LUMBER ONLY BLOCKING (2x4) FLAT WI5E OR ENDWISE ON THE 51DE ADJACENT TO THE FULL WIDTH PANEL
<br />NONE REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS - LUMBER ONLY BLOCKING, (2x4)
<br />FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES.
<br />HURRICANE ANCHORS
<br />(SEE TABLES W/ ROOF PLAN)
<br />ALUM. DRIP EDGE
<br />2X& SUB FASCIA
<br />1/2" CD OR 5/8"
<br />DRYWALL ON CEILING
<br />\\\
<br />MAY VARY
<br />ALUMFASGIA t A(SEE ROOF PLAN)
<br />SOFF I T
<br />INSULATION
<br />(2)2X4 TOP PLATE
<br />UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION
<br />or (2)2X& TOP PLATE
<br />SHALL BE AS FOLLOWS:
<br />1/2 "DRYWALL OVER
<br />GONG BLOCK WALLS R-3 BLOWN CELLULOSE OR R-4B
<br />2X4 STUDS 9 Iron O.C.
<br />ALUMINUM MULTI SHEETS FOIL
<br />or 2X6 g 24"O.C.
<br />FRAMED WALLS R-I1 FIBERGLASS BATT
<br />INTERIOR CEILINGS R-I'1 FIBERGLASS BATT OR BLOWN
<br />CEILINGS UNDER ATTIC R-30 FIBERGLASS BATT OR BLOWN
<br />TEXTURED STUCCO OVER
<br />EXP. MTL. LATH OVER
<br />*15 BLDG. FELT ON
<br />ASPHALT IMPREGNATED
<br />COMP. BOARD (OR
<br />INSULATIVE FIBER BOARD
<br />2X4 or 2X6 BLOCKING
<br />SHEATHING,
<br />NOTE:
<br />OR
<br />INSTALL 2X4 CORNER
<br />BRACING AT ALL EXT
<br />EXTERIOR SIDING OVER
<br />CORNERS OR PLYWOG
<br />"15 BLDG. FELT WITH
<br />SHEATHING AT EACH
<br />OR WITHOUT IN5ULATIVE
<br />SIDE OF CORNER
<br />FIBER BOARD 4 SHEATHING
<br />FOR NAILING SEE SHEET 525
<br />TABLE 2304.9.1 FASTENING SCHEDULE
<br />PPOWER
<br />SET NTOCO
<br />LOAD 15RG
<br />-, 4 1 DROP SLAB
<br />Commercial (C) Pa
<br />1000 x 2100
<br />(40 x 83) 1440
<br />(30 psf)
<br />Heavy Commercial (HC)
<br />1200 x 2400
<br />(48 x 95) 1920 Pa
<br />(40 psf)
<br />UNIT DIMENSION
<br />Architectural (AW)
<br />1200 x 2400
<br />(48 x 95) 1920 Pa
<br />(40 psf)
<br />r WIDTH
<br />JAMB
<br />*Performance Class and
<br />Performance
<br />Grade per ANSI/AAMA/NWWDA 101/I.S.2-97
<br />dR613.7.3eflects Deflection.
<br />deflecting more than
<br />Mullions shall
<br />L/175, where L
<br />is capable of resisting the design pressure
<br />is the span of the mullion in inches.
<br />loads applied by the window and door assemblies to be supported without
<br />woo:�
<br />11�
<br />TIE MAX 1/2" GALV. ROD
<br />(1) 20'-0" #4 COPPER (WITH 12" O.G.: EACH SIDE
<br />APPROVED CLAMP) TIED OF OPENING
<br />TO FTG. STEEL AND GRND.
<br />ROD (BY OTHERS) AT WOOD BASE
<br />ELECTRICAL BOX LOCATION z�
<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 />0 I'
<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 OTHERS) AT
<br />ELECTRICAL BOX LOCATION
<br />�� 3000 PSI GONG.
<br />? & "x 6 "x 10/10 E.W.W. MESH REINFORCING
<br />REQUIRED THROUGHOUT THE CONCRETE SLAB
<br />CURB MET4 1,
<br />TIE MAX 1/2" GALV, ROD
<br />10 -12" O.C. a EACH SIDE
<br />OF OPENING
<br />6X(O-010 WWF OR
<br />FIBER MESH 1.5"/CU. YD.
<br />WOOD 5AeE
<br />HEADER BLOCK W/054)
<br />NOTE: IF WALL HEIGTH EXCEEDS 2'-0"
<br />BRACE WALL UNTIL FLOOR 15 POURED
<br />050 W/CELL POURED SOLID
<br />IV V -0" O.C. MAX.
<br />050 DOWEL
<br />SPACING PER FOUNDATION PLAN
<br />/ A 1
<br />1 14 c0
<br />111
<br />-tcv
<br />GROUND ROD (BY OTHERS) ro MIL. VAP. BARRIER
<br />l2)"5 REBAR CONT. ON "3 CHAIRS iron
<br />(3" MIN. COVER) GROUND ROD (BY OTHERS)
<br />' 1 T*r1=1CP4L0 W,4L.L. e6cmr (STrzt*1 WALL
<br />W16��
<br />THREADED ROD OPTION
<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 ZING GALVANIZED OR OTHER ELECTRICITY
<br />CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS 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 />PLYWD SHEATHING AND SIDING
<br />2x6 END STUD
<br />2x6 END STUD
<br />(GONVENTION CORNER
<br />SHINGLES PER SPECIFICATIONS (W/ & FASTENERS SEE ELEVATIONS
<br />PER SHINGLE) FELT UNDERLAYMENT MUST BE 300 FOR ROOF SLOPE
<br />OR EQUIVALENT (ASTM D 22& TYPE II, ASTM D4869
<br />OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2"
<br />PLYWOOD OR 055 W/H-CLIPS ON PRE-ENGINEERED
<br />2x6 GYP. BD. BACKER WOOD TRUSSES 0 24"O.C. (FOR NAILING SCHEDULE
<br />SEE SHEET 52C)
<br />(PRE -INSULATE VOID)J �-PLYWD SHEATHING AND SIDING
<br />BACKING FOR EXT. SIDING # TRIM
<br />n 3 Sonia co;eNmm oamrAI
<br />WINDOW 4 DOOR FASTENING
<br />2020 Florida Building Gods NOTES
<br />I. ALL EXTERIOR WINDOWS AND GLA86 DOORS SHALL
<br />BE TESTED IN ACCORDANCE WITH ANSI/AMMA44=A
<br />ICIA62 STANDARD AND BEAR AN AM'1A OR WOMA
<br />LABEL INDICATING, MANUFACTURERS PERFORMANCE AND
<br />APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE
<br />WITH 2O20 Florida Building Code, SECTION 1101.4.2.1.
<br />2. ALL EXTERIOR DOORS AND WNPOUJS, SHALL BE
<br />ANCHORED IN ACCORDANCE WITH MANUFACTURERS
<br />SPECIFICATIONS, N ACC.ORDANCE WITH 2O20 FLORIDA
<br />BUILDING CODE 1101.4.1.
<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, N
<br />ACCORDANCE WITH 2O20 Florida Bullding Code. 1101.4.42
<br />4. WINDOW AND DOOR MULLION ASSEMBLIES SHALL BE
<br />DESIGNED AND TESTED TO TRANSFER 15 TIMES THE
<br />NDIGATED DESIGN LOADS, TO THE 8TRl1CTURAL SUBSTRATE
<br />IN ACCORDANCE WITH, 2020 Florida Bullding Code
<br />ne1,45J AND ne1,45,4.
<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 times the design pressure ` ,� ® 4 C / � OrEp
<br />load shall be sustained for 10 seconds, and the permanent deformation shall not exceed 0.4 percent of the mullion span after thea 1.5 times design pressure Imo` II
<br />load is removesud.
<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. 0 N.T.S.
<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 812, or other approved standard as appropriate for the type of
<br />sealant.
<br />R613.8.2 Masonry rough openings. Masonry rough opening dimensions shall be within the tolerances specified at Section R606.12 and in addition shall provide
<br />ATTACHMENT OF
<br />WINDOW TO FRAME
<br />WALL TO BE PER
<br />MANUFACTURERS
<br />RECOMMENDATION.
<br />ALL WIDT
<br />=J
<br />WINDOW MOOR ANCHOR
<br />MRAME)
<br />HURRICANE ANCHORS
<br />(SEE ROOF PLAN )
<br />ALUM. DRIP EDGE-N
<br />2X6 SUB FASCIA
<br />Simpson Strong -Tie AC& or equal
<br />Installed per manufacturer.
<br />Uplift is less than 1430+"
<br />6x 6 WOOD POST
<br />OR COMPOSITE POST
<br />5x 3" \
<br />Anncc h o r Bolt
<br />Simpson Strong -Tie A5U&6 or equal
<br />Installed per manufacturer.
<br />Uplift is less than 14300
<br />(3) 2x 12's w/ 1/2"
<br />PLYWD. BETWEEN
<br />(SIZE MAY VARY
<br />SEE ROOF PLAN)
<br />BEAM Q END
<br />OF PORCH
<br />PORCH
<br />�, I Z I TYPICAL PORCH SECTION
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<br />Thomas L
<br />Digitally signed by
<br />Signed and sealed by T.L. Hanson PE ��0
<br />\\ �
<br />Hanson:A01410
<br />Thomas L
<br />using a Digital Signature and date.
<br />Printed copies of this document o; '
<br />DWG
<br />NO.
<br />Hanson:A01410D000001
<br />are not considered signed and =�r' �%�
<br />D00000177EF31
<br />77EF3164E000015ADA
<br />Date: 2021.05.24
<br />_
<br />sealed and the signature must be _ m :
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<br />verified on any electronic coto ?�
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<br />B4E000015ADA
<br />08:45:30-04'00'
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