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FLORIDA BUILDING CODE REQUIREMENTS
<br />ONE AND TWO FAMILY RESIDENTIAL STRUCTURES
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<br />THE STRUCTURES INCLUDED IN THESE DESIGN DRAWINGS SHALL CONFORM TO THE 2007 FLORIDA
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<br />RESIDENTIAL CODE PLUS ALL SUPPLEMENTS.
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<br />A. WINDOW AND DOOR REQUIREMENTS - FBC CHAPTER 6 R613
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<br />A. 1. - ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH
<br />ANSI/AMMA/NWWDA 101/IS2 STANDARDS AND SHALL BEAR AN AMMA AND WDMA LABEL
<br />IDENTIFYING MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT
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<br />TESTING ENTITY.
<br />A.2. - WINDOW AND DOOR INSTALLATION SHALL BE AS SHOWN ON DETAILS AND SHALL INCLUDE
<br />THE FOLLOWING:
<br />A.2.1 - ANCHORING AS PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS FOR THE
<br />DESIGN PRESSURE STATED HEREIN.
<br />A.2.2 - IF BUCK THICKNESS IS LESS THAN 1 1/2 INCHES, ANCHORING SHALL PENETRATE THE
<br />JAMB INTO THE STRUCTURAL SUBSTRATE. ANCHORING SHALL BE INSTALLED WITH A
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<br />MINIMUM PENETRATION OF 1 1/4 INCHES INTO MASONRY OR CONCRETE WALLS OR AS
<br />PER MANUFACTURER'S RECOMMENDATIONS.
<br />A.2.3 - IF BUCK THICKNESS IS MORE THAN 1 1/2 INCHES, REFER TO WINDOW
<br />ATTACHMENT DETAIL.
<br />A.2.4 - WINDOW BUCK SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW AS SHOWN
<br />ON WINDOW ATTACHMENT DETAIL.
<br />A.2.5 - MULLIONS AND ADJACENT DOOR ASSEMBLIES SHALL BE TESTED FOR 1.5 TIMES THE
<br />DESIGN LOADS. MULLIONS SHALL BE INSTALLED IN ACCORDANCE WITH
<br />MANUFACTURER'S RECOMMENDATIONS.
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<br />A.3. - SEE WINDOW AND DOOR SCHEDULE FOR MODEL NUMBER AND MANUFACTURER.
<br />A.4. - GARAGE DOOR SHALL BE DESIGNED FOR THE WIND LOAD REQUIREMENTS. GARAGE DOOR
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<br />ANCHORING AS PER PUBLISHED MANUFACTURERS RECOMMENDATIONS FOR THE DESIGN
<br />PRESSURE STATED HEREIN.
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<br />B. - A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE
<br />FOR THE BUILDING INSPECTION USE, OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING ATTACHED FROM MARKERS TO VERIFY REQUIRED SETBACKS.
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<br />C. - ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND
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<br />APPROVED BEFORE REQUESTING THE FRAMING INSPECTION.
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<br />D. TERMITE TREATMENT
<br />SECTION R320 OF THE 2007 FLORIDA BUILDING CODE RESIDENTIAL
<br />PROTECTION AGAINST TERMITES
<br />R320.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL
<br />APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED
<br />METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW
<br />CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION
<br />OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
<br />BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
<br />STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
<br />SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />R320.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL
<br />SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING AND COMPACTION IS COMPLETE.
<br />R320.1.2 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED
<br />AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT,
<br />INCLUDING SPACES BOXED OR FORMED.
<br />R320.1.3 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE
<br />FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR
<br />ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS
<br />OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL
<br />TREATMENT.
<br />R320.1.4 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED
<br />SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.
<br />ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL
<br />THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR
<br />DISTURBING TREATED SOIL.
<br />R320.1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR
<br />OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR
<br />TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS.
<br />R320.1.6 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL
<br />TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHi N 1 FOOT (305
<br />MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED
<br />PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND
<br />IRRIGATION/SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS
<br />APPLIED SHALL BE PROMPTLY RETREATED.
<br />R320.1.7 IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM IS USED FOR
<br />SUBTERRANEAN TERMITE PREVENTION, SECTIONS
<br />R320.1.1 THROUGH R320.1.6 DO NOT APPLY; HOWEVER, A SIGNED CONTRACT ASSURING THE
<br />INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED TO THE BUILDING OFFICIAL
<br />PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING
<br />APPROVAL. IF THE BAITING SYSTEM DIRECTIONS FOR USE REQUIRE A MONITORING PHASE PRIOR TO
<br />INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITC-'.ING PHASE
<br />COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM.
<br />R320.1.8 IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A WOOD TREATMENT IS USED
<br />FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R320.1.1 THROUGH R320.1.6 DO NOT APPLY.
<br />APPLICATION OF THE WOOD TREATMENT TERMITICIDE SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR
<br />USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL.
<br />R320.2 PENETRATION.
<br />PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS
<br />SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND, IF SOIL TREATMENT IS USED FOR
<br />SUBTERRANEAN TERMITE PROTECTION, SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR
<br />SPACE BETWEEN SLEEVE AND PIPE.
<br />R320.3 CLEANING.
<br />CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS
<br />AND THE STRUCTURE SHALL BE CLEANED OF ALL NONPRESERVATIVE TREATED OR NONNATURALLY
<br />DURABLE WOOD, OR OTHER CELLULOSE -CONTAINING MATERIAL PRIOR TO CONCRETE PLACEMENT.
<br />EXCEPTION: INORGANIC MATERIAL MANUFACTURED FOR CLOSING CELLS IN FOUNDATION CONCRETE
<br />MASONRY UNIT CONSTRUCTION OR CLEAN EARTH FILL PLACED IN CONCRETE MASONRY UNIT VOIDS
<br />BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED.
<br />R320.4 CONCRETE BEARING LEDGE.
<br />BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED BY A CONCRETE BEARING LEDGE OF SUCH
<br />THICKNESS AS REQUIRED IN CHAPTER 14, WHICH IS POURED INTEGRALLY WITH THE CONCRETE
<br />FOUNDATION. NO SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL CREATE A HIDDEN COLD
<br />JOINT SHALL BE USED WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE IS AN
<br />APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL BARRIER SHALL ALSO BE INSTALLED FROM
<br />BELOW THE WALL SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT. IF
<br />MASONRY VENEER EXTENDS BELOW GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED TO
<br />THE CAVITY CREATED BETWEEN THE VENEER AND THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER.
<br />EXCEPTION: VENEER SUPPORTED BY A STRUCTURAL MEMBER SECURED TO THE FOUNDATION SIDEWALL
<br />AS PROVIDED IN SECTION 1403, PROVIDED AT LEAST A 6-INCH (152 MM) CLEAR INSPECTION SPACE OF THE
<br />FOUNDATION SIDEWALL EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY SOIL, SOD, MULCH
<br />OR OTHER ORGANIC LANDSCAPING COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK
<br />IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE.
<br />R320.5 PRESSURE PRESERVATIVELY TREATED AND NATURALLY RESISTANT WOOD.
<br />HEARTWOOD OF REDWOOD AND EASTERN RED CEDAR, AND PRESSURE PRESERVATIVE TREATED WOOD
<br />IN ACCORDANCE WITH THE AWPA STANDARD LISTED IN SECTION R319.1 SHALL BE CONSIDERED TERMITE
<br />RESISTANT. PRESSURE PRESERVATIVELY TREATED WOOD AND NATURALLY TERMITE -RESISTANT WOOD
<br />SHALL NOT BE USED AS A PHYSICAL BARRIER UNLESS A BARRIER CAN BE INSPECTED FOR ANY TERMITE
<br />SHELTER TUBES AROUND THE INSIDE AND OUTSIDE EDGES AND JOINTS OF A BARRIER.
<br />R320.5.1 QUALITY MARK.
<br />LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE PRESERVATIVE TREATED IN ACCORDANCE WITH
<br />SECTION R320.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY WHICH
<br />MAINTAINS CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCT
<br />AND WHICH HAS BEEN APPROVED BY AN ACCREDITATION BODY WHICH COMPLIES WITH THE
<br />REQUIRMENTS OF THE AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM.
<br />R320.5.2 FIELD TREATMENT
<br />FIELD CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESSURE PRESERVATIVELY TREATED WOOD SHALL
<br />BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
<br />R320.6 FOAM PLASTIC PROTECTION.
<br />EXTRUDED AND EXPANDED POLYSTYRENE, POLYI SOCYAN U RATE AND OTHER FOAM PLASTICS SHALL NOT
<br />BE INSTALLED ON THE EXTERIOR FACE OR UNDER INTERIOR OR EXTERIOR FOUNDATION WALLS OR SLAB
<br />FOUNDATIONS LOCATED BELOW GRADE. THE CLEARANCE BETWEEN FOAM PLASTICS INSTALLED ABOVE
<br />GRADE AND EXPOSED EARTH SHALL BE AT LEAST 6 INCHES (152 MM).
<br />EXCEPTIONS:
<br />1. BUILDINGS WHERE THE STRUCTURAL MEMBERS OF WALLS, FLOORS, CEILINGS AND ROOFS ARE
<br />ENTIRELY OF NONCOMBUSTIBLE MATERIALS OR PRESSURE PRESERVATIVELY TREATED WOOD.
<br />2. WHEN IN ADDITION TO THE REQUIREMENTS OF SECTION R320.1, AN APPROVED METHOD OF
<br />PROTECTING THE FOAM PLASTIC AND STRUCTURE FROM SUBTERRANEAN TERMITE DAMAGE IS USED.
<br />3. ON THE INTERIOR SIDE OF BASEMENT WALLS.
<br />FLORIDA BUILDING CODE REQUIREMENTS
<br />1. GENERAL REQUIREMENTS
<br />1.A. CODES:
<br />1.A.1. BEFORE FINAL DRAWINGS AND SPECIFICATIONS ARE ISSUED FOR CONSTRUCTION, THEY SHALL BE
<br />SUBMITTED TO ALL GOVERNING AGENCIES TO INSURE THEIR COMPLIANCE WITH ALL APPLICABLE
<br />LOCAL AND NATIONAL CODES.
<br />1.A.2. IF CODE DISCREPANCIES ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, THE
<br />ARCHITECT SHALL BE NOTIFIED AND ALLOWED AMPLE TIME TO REMEDY SAID DISCREPANCIES.
<br />1.6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS SHALL BE RESPONSIBLE FOR
<br />THE CONTENT OF DRAWINGS, AND FOR THE SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND
<br />WORK PERFORMANCE.
<br />1.C. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, ERECTED,
<br />USED, CLEANED, AND CONDITIONED IN STRICT ACCORDANCE WITH MANUFACTURER'S
<br />RECOMMENDATIONS.
<br />1.13. ALL ALTERNATES ARE AT THE OPTION OF THE OWNER AND SHALL BE AT THE BUILDERS REQUEST,
<br />CONSTRUCTED IN ADDITION TO OR IN LIEU OF THE TYPICAL CONSTRUCTION,AS INDICATED ON
<br />DRAWINGS.
<br />1.E. DESIGN LOADS:.
<br />1.E.1. ROOF: LIVE LOAD ....... 20 PSF(MINIMUM). DEAD LOAD ..... 20 PSF(SHINGLE).
<br />DEAD LOAD ..... 30 PSF(TILE)
<br />1.E.2. FLOOR: LIVE LOAD ....... 40 PSF(MINIMUM). DEAD LOAD ..... 10 PSF
<br />1.E.3. EXTERIOR BALCONIES: LIVE LOAD ....... 60 PSF DEAD LOAD ..... 10 PSF
<br />1.E.4. GUARDRAILS & HANDRAILS: ........................ 20OPSF
<br />1.E.5. SOIL PRESSURE: ........................................... 2000 PSF (ASSUMED MIN.).
<br />2. SITEWORK
<br />2.A. PERFORM EXCAVATION, ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES, TO THE LINES,
<br />GRADES AND ELEVATIONS INDICATED ON THE DRAWINGS.
<br />2.13. PROVIDE CONSISTENT COMPACTION OF THE TOP 8" OF SUBGRADE, FILL AND BACKFILL MATERIAL
<br />BENEATH STRUCTURES, WALKS AND PAVEMENTS TO MEET THE STATED SOIL PRESSURE. COMPACTION
<br />TEST SHALL BE PERFORMED.
<br />2.C. PROVIDE BORA CARE SOIL TREATMENT FOR TERMITES AS REQUIRED.
<br />3. CONCRETE
<br />3.A. PROVIDE REINFORCEMENT OF THE SIZE AND SPACING SHOWN ON DRAWINGS. STEEL REINFORCING
<br />SHALL COMPLY WITH THE FOLLOWING CRITERIA:
<br />3.A.1. BARS.................ASTM A615, GRADE 60, DEFORMED BARS.
<br />3.A.2. WELDED WIRE FABRIC ... ASTM A185.
<br />3.13. PROVIDE CONCRETE COMPLYING WITH ASTM C94. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY
<br />MINIMUM COMPRESSIVE STRENGTHS:
<br />3.13.1. CONCRETE FOOTINGS AND PIERS.............3000 PSI
<br />3.13.2. CONCRETE HEADERS AND TIE BEAMS .......... 3000 PSI
<br />3.13.3. CONCRETE SLABS ON GRADE.................3000 PSI
<br />3.C. UNLESS OTHERWISE NOTED, ALL SLABS ON GRADE SHALL BE 3 1/2" THICK, REINFORCED WITH
<br />6X6-W1.4/W1.4 WWM OR FIBERMESH AND PLACED OVER 4" MIN. COMPACTED FILL. ALL INTERIOR SLABS
<br />SHALL BE OVER .006 POLYETHYLENE MOISTURE BARRIER.
<br />3.D. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CONSISTED
<br />COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN
<br />REQUIREMENTS OF SPECIFIC SOIL CONDITIONS.
<br />3.E. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING CONCRETE
<br />OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREAS.
<br />4. MASONRY
<br />4.A. PROVIDE LIGHTWEIGHT HOLLOW 8" LOAD -BEARING CONCRETE MASONRY UNITS (CMU) COMPLYING
<br />WITH ASTM C90, 1900 PSI, GRADE N, TYPE L.
<br />4.8. STEEL REINFORCEMENT SHALL COMPLY WITH THE FOLLOWING:
<br />4.6.1. BARS...................ASTM A615, GRADE 60, FORMED BARS.
<br />4.6.2. WIRE JOINT REINF....... ASTM A82, GALVANIZEDZ
<br />4.6.3. FOOTING DOWELS ......ASTM A615, GRADE 60, DEFORMED BARS WITH 90 DEGREE HOOK, 10"LONG #5
<br />& 14"LONG FOR #7, WITH 6" MINIMUM EMBEDMENT AND 25" LAP #5, 35" LAP #7 AT:
<br />4.13.3.1. BUILDING CORNERS.
<br />4.13.3.2. EACH SIDE OF OPENINGS.
<br />4.B.3.3. ENDS OF EACH SHEAR WALL SEGMENT.
<br />4.B.3.4. ALL OTHER FILLED CELLS WITH VERTICAL REINFORCING.
<br />4.C. PROVIDE MORTAR TYPE "S" IN ACCORDANCE WITH ASTM C270.
<br />4.D. PROVIDE GROUT IN ACCORDANCE WITH ASTM C476. MINIMUM COMPRESSIVE STRENGTH SHALL BE 3000
<br />PSI UNLESS OTHERWISE NOTED.
<br />4.E. ALL ANCHOR BOLTS SHALL BE 1/2"D.X8"L. WITH 2" BEND AND 2" WASHERS, SPACING SHALL BE AS NOTED.
<br />4.F. WIRE JOINT REINFORCEMENT SHALL BE CONTINUOUS AND EMBEDDED IN EVERY 3RD CMU COURSE.
<br />(THIS ONLY APPLIES TO UNSUPPORTED WALLS.)
<br />4.G. MASONRY LINTELS SHALL BEAR MINIMUM 4" ON EITHER SIDE OF OPENING.
<br />4.H. BOND BEAMS OR TIE BEAMS SHALL BE PROVIDED AT THE TOP OF EACH FLOOR LEVEL OF EXTERIOR
<br />MASONRY WALLS.
<br />5. M ETALS
<br />5.A. ALL STRUCTURAL STEEL SHALL COMPLY WITH APPROPRIATE ASTM SPECIFICATIONS AS FOLLOWS: ASTM
<br />A36, ASTM A53, ASTM A501, ASTM A307 AND ASTM A325.
<br />6. WOOD AND PLASTICS
<br />6.A. LUMBER SHALL COMPLY WITH:
<br />6.A.1. "PRODUCT USE MANUAL" OF THE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION
<br />AND USE OF PRODUCTS INCLUDED IN THAT MANUAL.
<br />6.A.2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF THE AMERICAN PLYWOOD ASSOCIATION.
<br />6.A.3. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS AND RECOMMENDATIONS FOR FIRE
<br />RETARDATE AND PRESERVATIVE PRESSURE TREATED LUMBER AND PLYWOOD.
<br />6.6. PROVIDE LUMBER MEETING OR EXCEEDING THE FOLLOWING REQUIREMENTS:
<br />6.6.1. FRAMING MEMBERS:
<br />6.B.1.1. STUDS..................HEM-FIR, 19% SELECT STRUCTURAL
<br />6.13.1.2. HEADERS AND BEAMS...... SOUTHERN PINE 2D KD AND BETTER.
<br />6.13.2. ALLOWABLE STRESSES:
<br />6.13.2.1. WOOD STUDS
<br />6.6.2.1.1. BENDING............................1200 PSI (SINGLE)
<br />6.13.2.1.2. HORIZONTAL SHEAR ........ 85 PSI
<br />6.6.2.1.3. BEARING ............................405 PSI
<br />6.6.2.1.4. COMPRESSION .................1000 PSI
<br />6.13.2.1. WOOD HEADERS AND BEAMS
<br />6.6.2.1.1. BENDING............................1550 PSI
<br />6.13.2.1.1. HORIZONTAL SHEAR ........ 95 PSI
<br />6.6.2.1.1. BEARING ............................660 PSI
<br />6.6.2.1.1. COMPRESSION .................1400 PSI
<br />6.13.3. ALL HEADERS AND BEAMS SHALL BE FREE OF SPLITS, CHECKS AND SHAKES. ALL HEADERS
<br />SHALL BE (2)2X12 W/ 1/2" PLYWOOD AND 3 ROWS OF 10d NAILS AT 12"O.C.
<br />6.13.4. SHEATHING:
<br />6.13.4.1. ROOF............ 1/2" APA RATED 4 PLY PLYWOOD SHEATHING, NAILED W/ 8d RING SHANKS AT
<br />4" O.C. (EDGE 6" O.C. (FIELD)
<br />6.13.4.2. FLOORS ........... 3/4" T&G PLYWD GLUED & NAILED W/ 8d RING SHANK NAILS AT 6" O.C. AT
<br />EDGE & 12" O.C. IN FIELD.
<br />6.13.4.3. WALLS..............1/2" APA RATED 3 PLY PLYWOOD SHEATHING, NAILED W/ 8d COMMONS AT 4"
<br />O.C. (EDGE), 6" O.C. (FIELD)
<br />6.13.5. ROUGH HARDWARE AND CONNECTIONS:
<br />6.13.5.1. STEEL ITEMS WILL BE BY SIMPSON STRONG TIE OR EQUAL, AND COMPLY WITH ASTM A7 OR
<br />ASTM A36; USE GALVANIZED STEEL AT EXTERIOR LOCATIONS.
<br />6.6.5.2. INSTALL JOIST OR BEAM HANGERS CAPABLE OF CARRYING THE MAXIMUM ALLOWABLE
<br />LOAD OF JOIST OR BEAM BEING SUPPORTED:
<br />6.6.5.3. INSTALL UPLIFT CONNECTORS AND HURRICANE TIE DOWNS AS NOTED ON DRAWINGS.
<br />6.13.5.4. HURRICANE ANCHORING SHALL BE INSTALLED FROM FOUNDATION THROUGH ROOF.
<br />6.C. PROVIDE WOOD TRUSSES ABLE TO SUSTAIN THE STATED LOADS FOR THE SPANS, TRUSS LAYOUT
<br />IS SCHEMATIC ONLY. TRUSS MANUFACTURER AND/OR ENGINEER SHALL BE RESPONSIBLE FOR THE
<br />DESIGN AND SPACING OF ALL TRUSSES AND SHALL SUBMIT SHOP DRAWINGS TO THE BUILDER AND
<br />ARCHITECT FOR APPROVAL.
<br />6.D. ALL WOOD PLATES BEARING ON, OR COMING IN CONTACT WITH, CONCRETE OR MASONRY SHALL BE
<br />PRESSURE TREATED AND INSTALLED OVER 6 MIL POLYETHYLENE MOISTURE BARRIER.
<br />6.E. PROVIDE 2" NOMINAL PRESSURE TREATED LUMBER OVER 6 MIL POLYETHYLENE MOISTURE
<br />BARRIER BENEATH FULL BEARING OF WOOD BEAMS ON CONCRETE OR MASONRY. "X" BRACING
<br />SHALL BE PROVIDED AT 4'-0" O.C. FIRST THREE FRAMING SPACES EACH END OF GABLE OR
<br />GALVANIZED SEAT PLATE
<br />7. DOORS AND WINDOWS
<br />TA. PROVIDE DOORS AND SIDELITES OF THE SIZE, TYPE AND DESIGN ON THE DRAWINGS.
<br />7.6. PROVIDE TEMPERED GLASS AT ALL HAZARDOUS LOCATIONS.
<br />7.6.1. SLIDING GLASS DOORS SHALL BE SELECTED BY OWNER.
<br />7.B.1.1. GLAZING SHALL BE SINGLE -PANE TEMPERED GLASS.
<br />7.13.2. BUILDING DESIGNED TO BE ENCLOSED. PROTECTIVE SHUTTERS OR IMPACT RESISTANT
<br />WINDOWS PREFERED.
<br />8. FINISHES
<br />8.A. GYPSUM WALLBOARD SHALL BE PROVIDED AS FOLLOWS:
<br />8.A.1. INTERIOR PARTITIONS: ONE LAYER 1/2" REGULAR WALLBOARD EACH SIDE.
<br />8.A.2. CEILING:
<br />8.A.2.1. ONE LAYER 5/8" REGULAR WALLBOARD OR 1/2" DENSE CEILING BOARD WHEN SUPPORTING
<br />MEMBERS ARE GREATER THAN 16" O.C.
<br />8.A.2.2. ONE LAYER 1/2" WALLBOARD WHEN SUPPORTING MEMBERS ARE 16" O.C. OR LESS.
<br />8.A.2.3. ONE LAYER 1/2" CEMENT BACKER BOARD BEHIND TILE WALLS FOR TUBS & SHOWERS
<br />8.13. PROVIDE METAL CORNER BEAD AND TRIM AS RECOMMENDED BY GYPSUM WALLBOARD
<br />MANUFACTURER.
<br />8.C. TAPE, SAND AND FLOAT JOINTS AND FASTENERS OF GYPSUM WALLBOARD WITH THREE COATS OF
<br />JOINT COMPOUND AS REQUIRED TO OBTAIN A UNIFORMLY SMOOTH SURFACE.
<br />B.D. FINISHES SHOWN ON DRAWINGS SHALL BE SELECTED BY OWNER.
<br />9. ROOF COVERING
<br />9.A. ROOF COVERINGS SHALL BE PEEL AND STICK APPLIED IN ACCORDANCE WITH THE APPLICABLE
<br />PROVISIONS OF FBC SECTION 1507 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br />10. MISCELLANEOUS
<br />10.A. DO NOT SCALE DRAWINGS; WHERE DISCREPANCIES BETWEEN DIMENSIONS AND SCALE OCCUR,
<br />DIMENSIONS
<br />_ -I GENERAL STRUCTURAL SPECIFICATIONS FOR ENCLOSED STRUCTURES
<br />1. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS
<br />USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE.
<br />2. WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2 INCHES, WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM, IN ACCORDANCE
<br />WITH THE MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS
<br />OTHERWISE TESTED, BUCKS 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 OF
<br />SUSTAINING APPLICABLE LOADS. ANCHORS SALL BE PROVIDED TO TRANSFER LOAD FROM WINDOW OR DOOR FRAME TO THE ROUGH OPEING SUBSTRATE.
<br />3. WHERE THE WOOD BUCK THICKNESS IS 1-1/2 INCHES OR GREATER, THE BUCK SHALL BE SECURELY FASTENED TO TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE AND THE BUCK
<br />SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH
<br />THE FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE INTERIOR FACE OF
<br />THE WINDOW OR DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED THICKNESS CAPABLE
<br />OF SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY TO THE SECURED WOOD BUCK.
<br />4. WHERE THE FRAMING MATERIAL IS WOOD OR OTHER APPROVED FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM
<br />OR THROUGH THE FLANGE IN ACCORDANCE WITH THE MANUFACTURER'S PBLISHED INSTALATION INSTRUCTIONS. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND
<br />APPLIED THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE ROUGH OPENING SUBSTRATE.
<br />5. IF A GAP BETWEEN FRAME AND WALL IS LARGER THAN THE BUCK, THEN SHIMMING IS REQUIRED. SHIMMING SHALL BE DONE BY PLACING 1/4" P.T. PLYWOOD STRIPS BETWEEN THE FRAME AND THE BUCK. THE SHIMS SHALL
<br />BE ATTACHED TOGETHER WITH THE BUCK TO HAVE IT AS ONE PIECE. HIGHER GAPS SHALL BE FILLED WITH ADDITIONAL 1X OR 2X BUCKS, ALL ATTACHED WITH MINIMUM #8 SCREWS.
<br />_ A WINDOW & DOOR ASSEMBLIES ANCHORING REQ.
<br />PRODUCT CATEGORY
<br />SUB CATEGORY
<br />MANUFACTURER
<br />STATE OF FLORIDAAPPROVAL NUMBER
<br />WINDOWS
<br />SINGLE HUNG
<br />CUSTOM WINDOW SYSTEMS, INC.
<br />FL 5823
<br />EXTERIOR DOORS
<br />EXTERIOR INSWING/OUTSWING DOOR
<br />THERMA-TRU CORPORATION
<br />FL7347.1
<br />EXTERIOR DOORS
<br />SECTIONAL
<br />OVERHEAD
<br />FL8822.2
<br />ROOFING
<br />SHINGLE ROOF
<br />GAF MATERIAL CORP
<br />NOA 06-1211.02
<br />STRUCTURAL COMPONENTS
<br />ENGINEERED LUMBER
<br />TRUSS JOIST, A WEYERHAEUSER BUSINESS
<br />FL1630.2
<br />STRUCTURAL COMPONENTS
<br />ENGINEERED LUMBER
<br />BOISE ENGINEERED WOOD PRODUCTS
<br />FL1644.1
<br />STRUCTURAL COMPONENTS
<br />ENGINEERED LUMBER
<br />GEORGIA-PACIFIC CORPORATION
<br />FL2023.1
<br />STRUCTURAL COMPONENTS
<br />CONCRETE/PRESTRESSED LINTELS
<br />FECP CORP., CAST-CRETE DIVISION
<br />FL158.1
<br />STRUCTURAL COMPONENTS
<br />WOOD/MASONRY CONNECTORS
<br />A34, ABU66, ECC, H6,HETA20,HTS30, HUC210,
<br />HUS26,MSTA24, MST16, MST20, MGT, SP1, SS1,SS3
<br />SIMPSON STRONG -TIE CO.
<br />FL474.4, FL5808.1, FL5805.9, FL5805.28, FL474.59, FL474.68,
<br />FL474.96, FL5808.150, FL3750.81, FL3750.82, FL474.188,
<br />FL474.192, FL474.246, FL1423.15, FL474.281, FL474.312,
<br />FL474.313
<br />DESIGN PRESSURES - 130 MPH BASIC WIND SPEED - EXPOSURE C
<br />Wind Velocity (mph) 130
<br />Building Category II
<br />Importance Factor 1
<br />Exposure Category C
<br />Internal Pressure Coefficient + 0.18
<br />ENCLOSED
<br />IMPACT RESISTANT WINDOWS
<br />AND DOORS ARE REQUIRED
<br />BASED ON THE FLORIDA BUILDING CODE 2007, RESIDENTIAL, SECTION R301.2
<br />COMPONENT & CLADDING DESIGN PRESSURES (PSF) - 130 MPH BASIC WIND SPEED
<br />DESCRIPTION 1 2 3 4 5
<br />ROOF & WALL COMPONENTS &
<br />CLADDING (INCLUDING WINDOWS 42.6 -82.2 -82.2 -39.93 49.25
<br />AND DOORS)
<br />GARAGE DOORS
<br />- 1 -34.49
<br />MAIN WIND FORCE RESISTING SYSTEM WIND LOADS
<br />HORIZONTAL LOADS
<br />LOAD DIRECTION
<br />END ZONE
<br />WALL
<br />ROOF
<br />TRANSVERSE
<br />60.2
<br />33.5
<br />LONGITUDINAL
<br />43.5
<br />-22.5
<br />VERTICAL LOADS
<br />LOAD DIRECTION
<br />END ZONE
<br />WINDWARD ROOF
<br />LEEWARD ROOF
<br />TRANSVERSE
<br />-52.2
<br />-36.4
<br />LONGITUDINAL
<br />-52.2
<br />-29.7
<br />VERTICAL LOADS
<br />WINDWARD OVERHANG
<br />LOAD DIRECTION
<br />END ZONE INTERIOR ZONE
<br />TRANSVERSE -72.2 -57.3
<br />LONGITUDINAL -73.2 -57.3
<br />ROO
<br />ANG
<br />ON6`�
<br />V
<br />INTERIOR ZONE
<br />WALL ROOF
<br />40.2 26.7
<br />28.8 -13.4
<br />INTERIOR ZONE
<br />WINDWARD LEEWARD
<br />ROOF ROOF
<br />-36.4 -27.6
<br />-36.4 -23.0
<br />MAXIMUM HORIZONTAL LOADS
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<br />4E
<br />1
<br />4
<br />40.6
<br />-34.3
<br />30.9
<br />-25.5
<br />33.6
<br />-25.5
<br />24.2
<br />-19.6
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<br />ISSUE DATE: 05/06/10
<br />JOB CAPTAIN: JMG
<br />SCALE: AS NOTED
<br />CHECKED BY: JMG/PF
<br />PROJECT NUMBER: 0737
<br />STRUCTURAL
<br />DETAILS 1
<br />S1
<br />
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