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L I I I I I I I 111 1 1 1 1 1
<br />t I 1 I I _ II - '- .-
<br />SHINGLES PER SPECIFICATIONS (w/ 6 FASTENERS
<br />WALL CONSTRUCTION
<br />PER SHINGLE) FELT UNDERLAYMENT MUST BE 300
<br />FLORIDA BUILDING CODE - RESIDENTIAL 6th EDITION 2017 SECTION R609
<br />OR EQUIVALENT (ASTM D 22(o TYPE II, ASTM D486e
<br />EXTERIOR WNDOWS AND DOORS
<br />R609. 1 General.
<br />OR PEEL AND STICK ROOF UNDERLAYMEN-r O'',I 1/2"
<br />This section prescribes performance and construction requirements for exterior windows and doors installed in walls. Windows and doors shall be
<br />PLYWOOD OR OSB W/H-CLIPS ON FIRE
<br />installed and flashed in accordance with the fenestration manufacturer s written instructions. Window and door openings shall be flashed in
<br />-ENGINEERED
<br />accordance with Section R703.4. Written installation instructions shall be provided by the fenestration manufacturer for each window or door.
<br />8"X 8"X 16" C.M.U.
<br />WOOD TRUSSES Q 24"O.C. (FOR NAILING SCHEDULE
<br />R609.2 Performance.
<br />SEE SHEET 52C) - SEE ADDITIONAL INFO BELOW
<br />Exterior windows and doors shall be designed to resist the design wind loads specified in Table R301.2(2) adjusted for height and exposure in
<br />accordance with Table R301.2(3) or determined in accordance with ASCE 7 using the allowable stress design load combinations of ASCE 7. Design wind
<br />BRICK MOULD
<br />HURRICANE ANCHORS
<br />loads for exterior glazing not part of a labeled assembly shall be permitted to be determined in accordance with Chapter 24 of the Florida Building
<br />Code, Building.
<br />(SEE ROOF PLAN )
<br />R609. 2. 1Custom doors.
<br />DOORFRAME MIN. lx2
<br />NAILING STRIPS ATTACH SOFFIT TO STRIPS PER
<br />Custom (one-of-o-kind) exterior door assemblies shall be tested by an approved testing laboratory or be designed and engineered in accordance with
<br />MANUFACTURERS PRODUCT APPROVAL SPECIFICATIONS R104.2.1
<br />accepted engineering practices by a Florida registered design professional. Signed and sealed copies of the rational analysis and calculations
<br />shall be provided to the building official upon permit application.
<br />ALUM. DRIP EDGE
<br />R609.3 Testing and labeling.
<br />u u
<br />3/16 x 2-I/2 TAPCON
<br />Exterior windows and slidingdoors shall be tested b an approved independent laboratory,and bear a label identifying manufacturer, performance
<br />y pP p y 9
<br />2 X6 SUB FASCIA
<br />characteristics and approved inspection agency to indicate compliance with AAMA/WDMA/GSA 101/1.5.2/A440 or TAS 202 (HVHZ shall comply with TAS 202
<br />FASTENERS INTO BLOCK
<br />and ASTM E1300). Exterior side -hinged doors shall be tested and labeled as conforming to AAMA/WDMA/CSA 101/I.S.2/A440 or ANSI/WMA 100, or comply
<br />10 I(p" O.G.
<br />1
<br />with Section R609.5. Exterior windows and doors shall be labeled with a permanent label, marking, or etching providing traceability to the
<br />FASCIA COVER INSTALLED IN
<br />7
<br />manufacturer and product. The following shall also be required either on o permanent label or on a temporary supplemental label applied b the
<br />p 9 q p p y pp aP y
<br />ACCORDANCE WITH FASCIA
<br />information identifyingthe man t h product m manufacturer: t manufacturer, the p odu oriel/series number, positive and negative design pressure rating, product
<br />, J - GH ANNE L
<br />maximum size tested, impact -resistance rating if applicable, Florida product approval number or Miami -Dade product approval number, applicable test
<br />MANUFACTURERS PRODUCT
<br />standard(s), and approved product certification agency, testing laboratory, evaluation entity or Miami -Dade product approval.
<br />3/4" FURRING NAILED
<br />APPROVAL SPECIFICATION AND VINYL SOFFIT
<br />The labels are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain on the window or door
<br />TO BLOCK ID8" O.C. (2)
<br />LIMITATIONS OF USE
<br />until final approval by the building official.
<br />REQUIRED EACH LIFT
<br />Exceptions: Sty.. Cod.. DOOR
<br />DOORS
<br />ATTACH SOFFIT
<br />TO FASCIA OR
<br />1.Door assemblies installed in nonhabitable areas where the door assembly and area are designed to accept water infiltration need not be tested for
<br />TO NAILING
<br />water infiltration.
<br />8"X 8"x 1(0" G.M.U.
<br />STRIP (NOT
<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
<br />SHOWN) MAY VARY
<br />shall be calculated by the following equation:
<br />3/16" X 1-3/4" TAPCON FASTENERS
<br />(IF OVER 12" -
<br />OH ratio = OH Length/OH Height
<br />INTO CONCRETE BLOCK
<br />INTERMIDIATE
<br />Where:
<br />TEXTURED STUCCO OVEOaRfF3 REQ.
<br />OH length = The horizontal measure of how for an overhang over a door projects out from door surface.
<br />OH height = The vertical measure of the distance from the door si11 to the bottom of the overhang over a door.
<br />ADHESIVE 5EALENT BOTH SURFACES OR
<br />PRIOR TO ATTACHING BUCK TO CONC. BLK•
<br />3. Decorative glazed openings.
<br />EXTERIOR SIDING OVER
<br />1 X 2 P.T. FURRING 16 " O.C.
<br />4.Poss-through windows for serving from a single-family kitchen, where protected by a roof overhang of 5 feet (1.5 m) or more shall be exempted
<br />from the requirements of the water infiltration test.
<br />1/2" DRYWALL
<br />R609.3. 1Comparative analysis.
<br />Structural wind load design pressures for window and door units different than the size tested in accordance with Section R609.3 shall be permitted
<br />to be different than the design value of the tested unit where determined in accordance with one of the following comparative analysis methods:
<br />1.Structural wind load design pressures for window and door units other than the size tested in accordance with Section R609.3 shall be permitted
<br />to be different than the design value of the tested unit provided such different pressures are determined by accepted engineering analysis. All
<br />components of the alternate size assembly shall be the some as the tested or labeled assembly: however, lineal components shall be permitted to
<br />vary in length compared to the tested or labeled assembly.
<br />Exceptions:
<br />5"x I" SELF THREADING PHILLIPS FLAT HEAD
<br />1.0perable windows and doors rated in this manner shall comply with the following:
<br />a. For windows and doors (other than sliding or bi-fold), the frame area of the alternate size unit shall not exceed the frame area of the tested
<br />CADMINUM PLATE SGREW5 24" O.G. MAX. *5 DWL.
<br />a roved unit.
<br />WITHIN 4u OF CORNER
<br />w/ 10n Z
<br />b.For sliding or bi-fold doors, the panel area of the alternate size unit shall not exceed the panel area of the tested approved unit.
<br />a
<br />c.Shall vary from the tested approved unit only in width, height or load requirements.
<br />STD. HOOK lU
<br />d.Shal1 not exceed 100 percent of the proportional deflection for fiber stress of the intermediate members of the approved unit.
<br />e.Shall not exceed 100 percent of the concentrated load at the juncture of the intermediate members and the frame of the approved unit.
<br />f.Shall not exceed the air and water infiltration resistance of the tested approved unit.
<br />- -A
<br />Z
<br />g.Shall not exceed the maximum cyclic pressure of the tested approved unit when tested per TAS 201 and TAS 203 or ASTM E1886 and ASTM E1996 where
<br />►) -4applicable.
<br />3/I6"x 1-3/4" TAPCON FASTENERS
<br />N
<br />2.Nonoperable windows and doors rated in this manner shall comply with the following:
<br />INTO CONCRETE BLOCKS
<br />3
<br />3
<br />a. The frame area of the alternate size unit shall not exceed the frame area of the tested approved unit.
<br />CAULKING
<br />b.Shall vary from the tested approved unit only in width, height or load requirements.
<br />c.The maximum uniform load distribution (ULD) of any side shall be equal to the uniform load carried by the side divided by the length of the side.
<br />(1) 2 0 '- 0" *5 RE BAR TIED TO
<br />d.The ULD of any member shall not exceed the ULD of the corresponding member of the tested approved unit.
<br />MARBLE STOOL
<br />Z
<br />FTC. STEEL AND GRND. ROD
<br />e. The ULD of each member shall be calculated in accordance with standard engineering onalysis.
<br />f. Shall not exceed the air and water Infiltration resistance of the tested approved unit.
<br />(BY OTHERS) AT ELECTRICAL
<br />_
<br />g.Shall not exceed the maximum cyclic pressure of the tested approved unit when tested per TAS 201 and TAS 203 or ASTM E1886 and ASTM E1996 where
<br />BOX LOCATION N
<br />1/2" DRYWALL ON Ix 3 P.T.
<br />3. In accordance with WDMA 1. s. 11.
<br />3. In accordance
<br />FURRING tv 16" O_C.
<br />(2)05 REBAR CONT.
<br />R609. 4 Garage doors.
<br />Garage doors shall be tested for determination of structural performance under uniform static air pressure difference in accordance with ANSI/DASMA
<br />(3" MIN. COVER)
<br />108, ASTM E330 Procedure A, or TAS 202. For garage doors tested in accordance with ASTM E330, acceptance criteria shall be in accordance with
<br />ANSI/DASMA 108. (HVHZ shall comply with TAS 202.) Design pressures shall be determined from Table 301.2(4) or ASCE 7. The design pressures, as
<br />GROUND ROD (BY OTHERS)
<br />determined from ASCE 7, are permitted to be multiplied by 0.6.
<br />PRECAST SILL
<br />R609.4. 1 Garage door labeling.
<br />SEE ELEVATIONS
<br />FOR ROOF SLOPE
<br />I_
<br />L OPTIONAL
<br />1/2" CD OR 5/8"
<br />DRYWALL ON CEILING
<br />TOP COURSE 8"X 8"
<br />X 16" CONC. "U" BLOCK
<br />FILLED W/GONG.
<br />RE-INF. W/1 *5 REBAR
<br />CONT.
<br />AT EACH CORNER 4 'a
<br />SPACING SHOWN ON
<br />FOUNDATION PLAN,
<br />POUR 4 FILL BLK. CELL
<br />VERTICALLY W/1 *5
<br />REBAR CONT. TIED TO
<br />TOP COURSE REBAR 4
<br />TO STEEL IN FTG.
<br />(OPTIONAL) .
<br />1/2" GYPSUM DRYWALL
<br />OVER 3/4" P.T. FURRING
<br />(ON IN5UL.) 11 16" O.C.
<br />8 X 8 X 1(o CONCRETE
<br />BLOCKS W/ HORIZONTAL
<br />LADDER RE-INF. a 16"
<br />O.C. IN SHEAR PANELS
<br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF 5HEATHING" PER TECHNICAL NOTE *R215A
<br />16-24 'I -DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED
<br />AT RIDGE OR HIP. 12" TO 16" - LUMBER ONLY BLOCKING (2x4) FLAT WISE OR ENDWISE ON THE
<br />51DE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP. FOR PLYWOOD
<br />SHEATHING 12" OR LE55 - LUMBER ONLY BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON BOTH
<br />PANEL EDGES_
<br />TOP COURSE
<br />'
<br />5"X5"X16" CONC.
<br />K.O. BLOCK W/
<br />`�_•
<br />POURED CONC. 4
<br />:: ,
<br />1-*5 REBAR CONT.
<br />PRECAST CONC. LINTEL
<br />or POWERS STEEL LINTEL
<br />W/ *5 POURED SOLID
<br />.IM. WINDOW
<br />RBLE SILL
<br />ECA5T CONC. SILL
<br />OOD BASE 1 (1) 20'-0" 05 REBAR TIED TO
<br />FTG. STEEL AND GRND. ROD
<br />(BY OTHERS) AT ELECTRICAL
<br />r
<br />000 PSI GONG."x 6"x 10/10 E.W.W. MESH REINFORCING REQUIREDHROUGHOUT THE CONCRETE SLAB OR FIBER MESHER SECTION 11311.2, 2010 FLORIDA BUILDING CODE.
<br />Garage doors shall be labeled with a permanent label provided by the garage door manufacturer. The label shall identify the garage door
<br />S ax 8 "x 16" C.M.U. 0 I
<br />manufacturer, the garage door model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, the
<br />�� I CALM WA
<br />installation instruction drawing reference number, the Florida product approval or Miami -Dade product approval number if applicable, and the
<br />applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist form on the
<br />label. If a checklist format is used on the label, the door installer or the garage door manufacturer shall mark the selected components on the
<br />checklist that are required to assemble an approved garage door system. The installation instructions shall be provided and available on the job
<br />site.
<br />t-, I I CURB DET41
<br />roXio-010 WWF OR
<br />FIBER MESH 1.50/GU. YD.
<br />J
<br />HEADER BLOCK W/*54,
<br />NOTE: IF WALL HEIGTH EXCEEDS 2'-011
<br />BRACE WALL UNTIL FLOOR 15 POURED
<br />* O W/CELL POURED SOLID
<br />9 V-fd" O.C. MAX.
<br />"50 DOWEL
<br />SPACING PER FOUNDATION PLAN
<br />1
<br />6 MIL. VAP. BARRIER
<br />t j � I S I 1611 � I I OI �lY GROUND ROD (BY OTHERS) II 2-*50
<br />J_
<br />OPTION4L (STErl WALL)
<br />III * I1 I CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE,
<br />R609.5 other exterior window and door assemblies. WINDOWS LOCATED WITHIN AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN
<br />Exterior windows and door assemblies not included within the scope of Section R609.3 or R609.4 shall be tested in accordance with ASTM E330. Glass
<br />in assemblies covered by this exception shall comply with Section R308.5. DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZING
<br />R609.6 Wind-borne debris protection. �00� ' I II��OI I I ATTACHMENT ���I�� GALVANIZED OR OTHER ELECTRICITY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS
<br />Protection of exterior glazed openings in buildings located in wind-borne debris regions shall be in accordance with Section R301.2. 1.2. WINDOW OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER
<br />R609.6. 1 Fenestration testing and labeling. CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED
<br />Fenestration shall be tested by an approved independent laboratory, listed by an approved entity, and bear a label identifying manufacturer, TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS."
<br />performance characteristics, and approved inspection agency to indicate compliance with the requirements of the following specificotion( s)
<br />1.ASTM E1886 and ASTM E1996; or
<br />FILLED CELL (3) 1/2"x 8" "J" BOLTS OR
<br />2. AAMA 506.
<br />w/ (1) * 5 VERT. HILTI DN50 (OR EQUAL)
<br />R609.7 Anchorage methods.
<br />The methods cited in this section apply only to anchorage of window and glass door assemblies to the main force -resisting system.
<br />CONT. WOOD TRIM
<br />R609.7.1 Anchoring requirements.
<br />Window and glass door assemblies shall be anchored in accordance with the published manufacturer s recommendations to achieve the design pressure
<br />�!
<br />specified. Substitute anchoring systems used for substrates not specified by the fenestration manufacturer shall provide equal or greater anchoring
<br />performance as demonstrated by accepted engineering practice.
<br />R609.7.2 Anchorage details.
<br />Products shall be anchored in accordance with the minimum requirements illustrated in Figures R609.7.2(1), R609.7.2(2), R609.7.2(3), R609.7.2(4),
<br />R609. 7. 2( 5) R609. 7. 2(6) R609. 7. 2( 7) and R609. 7. 2( 8) .
<br />2X 6 P.T. WOOD JAMB
<br />,
<br />R609.7.2. 1 Masonry, concrete or other structural substrate.
<br />LDOOR AND CONNECTION
<br />Where the wood shim or buck thickness is less than 11/2 inches (38 mm), window and glass door assemblies shall be anchored through the jamb, or by
<br />PER
<br />jamb clip and anchors shall be embedded directly Into the masonry, concrete or other substantial substrate material. Anchors shall adequately
<br />GARAGE DOOR MANUFACTURER
<br />transfer load from the window or door frame into the rough opening substrate [see Figures R609.7.2(1) and R6097,2(2)].
<br />Where the wood shim or buck thickness is 11in inches mm) more, the buck is securely fastened to the masonry, concrete other substantial
<br />I�
<br />he be
<br />substrate, and the buck extends beyond the interior face of the window or door frame, window and glass door assemblies shall be anchored through
<br />ace
<br />��
<br />I� O �� E.
<br />the jamb, or by jamb clip, or through the flange to the secured wood buck. Anchors shall be embedded into the secured wood buck to adequately
<br />I .
<br />transfer load from the window or door frame assembly [see Figures R609.7.2(3), R6097.2(4) and R609.7.2(5)].
<br />R609.7.2.2 Wood or other approved framing material.
<br />Where the framing material is wood or other approved framing material, window and glass door assemblies shall be anchored through the frame, or by
<br />frame clip, or through the flange. Anchors shall be embedded into the frame construction to adequotely transfer load [see F I gures R609.7.2(6),
<br />R609. 7. 2( 7) and R609. 7. 2( 8) ] .
<br />R609.8 Mullions.
<br />Mullions shall be tested by an approved testing laboratory in accordance with AAMA 450, or be engineered in accordance with accepted engineering
<br />practice. Mullions tested as stand-alone units or qualified by engineering shall use performance criteria cited in Sections R609.8.1, R609.8.2 and
<br />R609.8.3. Mullions qualified by on actual test of an entire assembly shall comply with Sections R609.8. 1 and R609.8.3.
<br />R609.8. 1 Load transfer.
<br />Mullions shall be designed to transfer the design pressure loads applied by the window and door assemblies to the rough opening substrate.
<br />R609.8.2 Deflection.
<br />Mullions shall be capable of resisting the design pressure loads applied by the window and door assemblies to be supported without deflecting more
<br />than L/175, for spans up to and including 13 foot 6 inches, and L/240 + 1/4 inch for spans over 13 foot 6 inches, where L is the span of the
<br />mullion in inches.
<br />R609.8.3 Structural safety factor.
<br />Mullions shall be capable of resisting a load of 1.5 times the design pressure loads applied by the window and door assemblies to be supported
<br />without exceeding the appropriate material stress levels. If tested by an approved laboratory, the 1.5 times the design pressure load shall be
<br />sustained for 10 seconds, and the permanent deformation shall not exceed 0.4 percent of the mullion span after the 1.5 times design pressure load
<br />is removed.
<br />R609.9 Masonry rough openings.
<br />Masonry rough opening dimensions shall be within the tolerances specified in Section R606.3.1.1 and, in addition, shall provide for a window
<br />perimeter sealant joint a maximum of 1/4 inch (6.4 mm) in width.
<br />R609. 10 Door components.
<br />Substitution of door components shall comply with either:
<br />1. ANSI /WMA 100; or
<br />2.Be evaluated by an approved product evaluation entity, certification agency, testing laboratory, or engineer and may be interchangeable in
<br />exterior door assemblies if the components provide equal or greater structural performance as demonstrated by accepted engineering practices.
<br />R609.11 Impact -resistant coverings.
<br />R609. 11. 1
<br />Impact -resistant coverings shall be tested at 1.5 times the design pressure (positive or negative) expressed in pounds per square feet as
<br />determined by the Florida Building Code, Building Section 1609 for which the specimen is to be tested. The design pressures, as determined from
<br />Section 1609 of the Florida Building Code, Building or ASCE 7, are permitted to be multiplied by 0.6.
<br />R609. 11. 1. 1
<br />Impact -resistant coverings shall be labeled in accordance with the provisions of Section R609.11.
<br />R609.11.2Labels.
<br />A permanent label shall be provided by the product approval holder on all impact -resistant coverings.
<br />R609. 11. 2. 1
<br />The following information shall be included on the labels on impact -resistant coverings:
<br />1.Product approval holder name and address.
<br />2.All applicable methods of approval. Methods of approval include, but, are not limited to Miami Dade NOA; Florida Building Commission, TDI Product
<br />Evaluation; ICC-ES.
<br />3.The test standard or standards specified in Section R301.2.1.2, including standards referenced within the test standards specified in Section
<br />R301.2. 1.2 used to demonstrate code compliance.
<br />4.For products with a Florida product approval number or a Miami -Dade County Building and Neighborhood Compliance Department Notice of Acceptance
<br />Number (NOA), such numbers shall be included on the label.
<br />R609. 11.31_ocation of label.
<br />The location of the label on the impact -resistant covering shall be as follows:
<br />1.Accordions: Bottom of the locking bar or center mate facing the exterior or outside.
<br />2.Rollup: On the bottom of the hood facing the exterior or outside or on the bottom slat facing the exterior or outside.
<br />3.Bahama Awning or Colonial Hinged: On the bottom, placed on the back of the shutter.
<br />4.Ponels: For metal and plastic panels the label may be embossed or printed spaced not more than every 3 lineal feet (914 mm) on each panel. The
<br />label shall be applied by the holder of the product approval and shall face the exterior or outside.
<br />5.Fromed products: The label shall be on the side or bottom facing the exterior or outside.
<br />6.1-abels on all other products shall face the exterior or outside.
<br />R609. 11. 4 Installation.
<br />All impact -resistant coverings shall be installed in accordance with the manufacturer s installation instructions and in accordance with the
<br />product approval. Installation instructions shall be provided and shall be available to inspection personnel on the job site. Opening protection
<br />components, fasteners, and o'_her parts evaluated by an approved product evaluation entity, certification agency, testing laboratory, architect, or
<br />engineer and approved by the holder of the product approval may be interchangeable in opening protection assemblies provided that the opening
<br />protection components) provide equal or greater structural performance and durability as demonstrated by testing in accordance with approved test
<br />standards.
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<br />D00000177EF31 1 77EF31134E00001 SADA sealed and the sig"°`are Must be jA ;'w
<br />verified on any electronic co
<br />Date: 2021.12.15
<br />B4E000015ADA koe •X�;`+
<br />08:50:22-05-00'
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