|
ENGINEER'S NOTES:
<br />STATEWIDE PRODUCT APPROVAL SUBMITTAL
<br />PRODUCT M❑DEL# OR NAME MANUFACTURER APPROVAL NUMBER
<br />EXTERI❑R DOORS
<br />STATEWIDE PRODUCT APPROVAL SUBMITTAL
<br />PRODUCT M❑DEL# OR NAME MANUFACTURER APPROVAL NUMBER
<br />R❑❑FING
<br />1,
<br />2.
<br />3,
<br />4,
<br />5,
<br />G.
<br />WIND DESIGN SPEED = 120 MPH (3 sec gust)
<br />WIND IMP❑RTANCE FACTOR = 1,0
<br />WIND EXPOSURE CATEG❑RY= "B"
<br />INTERNAL PRESSURE C❑EFFICIENT = +/-0,18 (ENCLOSED
<br />C&C DESIGN PRESSURES ARE PER TABLE 1609.6B ❑F FBCB
<br />LIVE LOADS: ROOF
<br />TOP CHORD
<br />BOTTOM CHORD
<br />RESIDENTIAL FLOOR) UNLESS ❑THERWISE INDICATED
<br />BALC❑NIES
<br />STAIRS
<br />BLDG)
<br />114
<br />20 PSF
<br />10 PSF (NON -CONCURRENT)
<br />40 PSF
<br />40 PSF
<br />40 PSF
<br />WINDOWS
<br />STRUCTURAL COMPONENTS
<br />PANEL WALLS
<br />DEAD LOADS: R❑❑E (SHINGLE
<br />FLOOR
<br />CODES:
<br />FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2004 EDITION (INCLUDING 2006 SUPPLEMENT)
<br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
<br />SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301)
<br />BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-02)
<br />NATI❑NAL DESIGN SPECIFICATIONS FOR WOOD C❑NSTRUCTION, 2001 EDITION
<br />APA PLYWOOD DESIGN SPECIFICATION
<br />17 PSF (7PSE T/C & 10 PSF B/C)
<br />15 PSF
<br />GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
<br />ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE,
<br />TECHINCAL CODES SHALL APPLY:
<br />FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2004 EDITION (INCLUDING 2006 SUPPLEMENT)
<br />PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND
<br />2005 NATIONAL ELECTRICAL CODES (NFPA 70).
<br />ORDINACE 92-19 - APPENDIX 'J' TO FBC PLUMBING 2004 CODE.
<br />1. TANK TYPE WATER CLOSET VOLUME - 1.6 GALLONS
<br />2, WALL MOUNT WATER CLOSET VOLUME - 3.5 GALLONS.
<br />3, WATER - FLOW RATE
<br />PUBLIC FACILITIES 0.5 G.P.M.
<br />PRIVATE FACILITIES 2.2 G.P,M.
<br />SHOWER HEADS 2.5 G.P.M.
<br />4, ALL PLUMBING WATER LINES TO BE PVPC.
<br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO J❑BSITE CONDITIONS.
<br />THE F❑LL❑WING SHALL COMPLY WITH THE 2004 FBC, RESIDENTIAL:
<br />1, PORCHES AND BALC❑NIES SECTION 1406.3 & 1012.4
<br />2. HANDRAILS - SECTI-ON R311.5.6
<br />3. GUARDRAILS - SECTION R312
<br />4, STAIRS - SECTION R311,5
<br />5. CHIMNEY & FIREPLACE - SECTION R1002 R1004 (MFGR)
<br />SECTION R1001 & R1003 (MAS)
<br />6, EGRESS WIND❑WS - SECTION R310.1
<br />GENERAL NOTES:
<br />WINDOW AND DOOR MANUFACTURERS TO PR❑VIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS
<br />WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND
<br />PRESSURE AND PR❑VIDE INSTALLATION INFORMATION WITH THEIR PRODUCTS.
<br />CONTRACTOR TO INSTALL WINDOWS AND DOORS ACC❑RDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
<br />MAUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE
<br />BUILDING INSPECTOR.
<br />ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACC❑RDING TO THE FASTENERS
<br />SCHEDULE AND MANUFACTURERS SPECIFICATIONS. IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER
<br />SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOWN.
<br />THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS
<br />CONNECTED COMPONENTS, PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS
<br />AS REQUIRED TO SAFELY COMPLETE THE WORK.
<br />ALL DOORS INTERIOR & EXTERIOR ARE 6'-8' UNLESS OTHERWISE NOTED
<br />ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS
<br />ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18' OF FLR TO BE TEMPERED GLASS. (FBC, R308.4)
<br />SITE WORK:
<br />FOUNDATION DESIGN IS BASED ON ALL ALLOWABLE SOIL PRESSURE OF 2000 PSF. SHOULD FIELD C❑NDITI❑NS
<br />INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTOR.
<br />THE SUBGRADE UNDER THE NEW CONCRETE F❑UNDATI❑NS SHALL BE COMPACTED TO 95% OPTIMUM DENSITY.
<br />AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR)
<br />SOIL COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOILS LAB PRIOR TO POURING CONCRETE.
<br />FOOTINGS SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH SIDES AND TOP EDGES FREE OF LOOSE OR WET MATERIALS.
<br />WHERE NEAT EXCAVATION IS NOT POSSIBLE, F❑❑TINGS EXCAVATED SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED.
<br />ALL FOOTINGS WITH FORMED EDGES SHALL BE BACKFILLED FROM BOTTOM TO TOP OF FOOTING WITH SELECT FILL.
<br />THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT BEARING SURFACE.
<br />PROVIDE SOIL TREATMENT FOR TERMITES.
<br />SET BACKS PER 106,3.1
<br />FOUNDATION INSPECTIONS
<br />A F❑UNDATI❑N SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE,
<br />OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
<br />CAST IN PLACE CONCRETE
<br />1, CONCRETE TO BE NORMAL WEIGHT WITH THE FOLL❑WING MINIMUM C❑MPRESSIVE STRENGTHS AT 28 DAYS:
<br />FOOTINGS SLAB ON GRADE, SLAB FILL ..... 3000 PSI
<br />MASONARY WALL TIE BEAMS, TIE COLUMNS ..... 3000 PSI
<br />2. CONCRETE SHALL BE READYMIX PER ASTM C941
<br />PORTLAND CEMENT - ASTM C150
<br />AGGREGATES - ASTM C33 (3/4' MAX)
<br />NO CALCIUM CHLORIDE
<br />AIR ENTRAINING - ASTM C260
<br />WATER REDUCING - ASTM C494
<br />FLYASH - ASTM C618-78 CLASS F (20% MAX)
<br />WATER - CLEAN AND POTABLE
<br />3. REINFORCING STEEL: ASTM A615 GRADE 60, DEFORMED BARS
<br />4, REQUIRED SLUMP RANGE - 3' - 5'
<br />5 FIBERMESHI MAY FABRIC
<br />SUBS ASTM
<br />TUTED BFOR WWF WHERE SPECIFICALLY STATED ON PLANS
<br />6. M❑ISTURE BARRIER: 6 MIL POLYETHYLENE
<br />7, CODES AND STANDARDS:
<br />ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS.'
<br />ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING."
<br />ACI 318 'BLDG CODE REQUIREMENTS FOR REINF, CONCRETE,'
<br />ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT,'
<br />8. REFORCING BAR COVER:
<br />FO❑TINGS 3'
<br />COLUMNS 1 1/2'
<br />BEAMS AND BALLS 1 1/2'
<br />SLABS 3/4' (INTERIOR) 1 1/2' (EXTERIOR)
<br />9, PROVIDE CORNER BARS AT ALL WALL FO❑TING CORNERS TO MATCH HORIZONTAL BARS.
<br />(25' MINIMUM LAP)
<br />10. ALL BUILDING SLAB ON GRADE SHALL BE NOMINAL 4" THICK, FIBER -MESH CONC OR REINF❑RCED
<br />WITH 6X6-W1.4 W.W.F. AS SPECIFIED PER PLAN ON 6 MIL VAPOR BARRIER.
<br />11.ANCH❑R BOLTS FOR WOOD PLATED TO CONCRETE OR MASONRY:
<br />'J' BOLTS -USE 5/8'X8' 'J' DOLT WITH 6' ENBEDMENT AND 2' PROJECTION WHEN INSTALLED
<br />PRIOR TO PLACING CONCRETE.
<br />EXPANSION ANCHORS -USE 5/8'X3 1/2" IMBED AT LOCATIONS IN LIEU OF 5/8'X8" 'J' BOLTS
<br />EPDXY ANCHORS IN CONCRETE -USE 5/8'X4 1/4' IMBED WITH 2' MIN EDGE DISTANCE
<br />EPDXY ANCHORS IN TOP OF BLOCK WALLS -USE THREADED ROD (3/4'X7' INBED)
<br />ON TOP OF 8' MASONRY WALLS WITH ADHESIVE OR ANCHOR BOND, WHEN
<br />IN LIEU12, F❑❑TING SSIZES SHOWN❑ A E'BTYPICAL ❑N❑LYT F❑R STATED S❑IL BEARING PRESSURE AND CONSISTED COMPACTION.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN REQUIREMENTS
<br />OF SPECIFIC S❑IL C❑NDITI❑NS,
<br />13,PR❑VIDE 1/2' EXPANSION J❑INT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING
<br />CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREA'S,
<br />MASONRY WALLS:
<br />L HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I, GRADE N.
<br />MINIMUM NET C❑MPRESSIVE STRENGTH = 1900 PSI
<br />2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270,
<br />3, CONCRETE GROUT SHALL CONFORM TO ASTM C476:
<br />3000 PSI AT 28 DAYS
<br />3/8' MAXIMUM AGGREGATE
<br />A
<br />4. BARS SHALL HAVE MINIMUM CLEARANCE ❑F 1/2' FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL
<br />NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1".
<br />5, VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB ❑PENINGS OVER 4 FT, WIDE, UNDER ALL
<br />GRIDER LOADS, AND NOT TO EXCEED 8'-0' ❑/C FOR STRAIGHT WALLS, ❑R AS SHOWN ON THE DRAWINGS.
<br />6. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS
<br />INT❑ FOOTING, AND TIE BEAMS,
<br />7.REINF❑RCING BARS SHALL BE STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS
<br />ARE DETAILED ON THE PLANS.
<br />8. REINFORCING BARS SHALL BE LAPPED 25' MIN WHERE SPLICED AND SHALL BE WIRED TOGETHER.
<br />9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE
<br />HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INT❑ A CORE IN VERTICAL AL❑GNMENT, EVEN THOUGH
<br />IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT.
<br />10. CLEAN❑UTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT
<br />EXCEEDS 5'. PR❑VIDE 4"X4' OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT,
<br />11, PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR J❑INTS. PR❑VIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING,
<br />H❑RIZONATL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND
<br />ADJACENT TO GROUTED CELLS,
<br />12, PROVIDE 8'X8' PRECAST REINF❑RCED CONCRETE LINTELS OVER ALL MAS❑NARY ❑PENINGS NOT SHOWN TO HAVE A
<br />STRUCTURAL BEAM, MINIMUM END BEARING = 8' (MINIMUM CAPICITY OF 1000 PLF,)
<br />13, PROVIDE METAL CAVITY CAPS, 6" WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC. WHERE REQUIRED TO RETAIN
<br />GROUT IN VERTICAL CELLS.
<br />PRE -CAST & PRE -STRESSED LINTELS
<br />PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATI❑NS, PRE -CAST LINTELS HAVE
<br />BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY SPECIFIED PROVIDER. ENGINEER
<br />OF RECORD MUST PROVIDE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT
<br />MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT
<br />TO MAKE ANY CHANGES AFTER SUCH INFORMATI❑N HAS BEEN PROVIDED FOR REVIEW, CONTRACTOR, AS PROJECT CO❑RDINATOR, SHALL BE
<br />RESP❑NSIBLE FOR INSURING INF❑RMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE,
<br />CARPENTRY:
<br />1, DIMENSI❑NED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION.
<br />2, ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
<br />3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP,) No. 2 GRADE OR BETTER,
<br />WITH SINGLE
<br />PME MBER (UNFACT❑RED) STRESSES AS FOLLOWS:
<br />Fc = 975 PSI
<br />E = 1,600,000 PSI
<br />17 MAXIMUM M❑ISTURE CONTENT
<br />FRAMING LUMBER SHALL BE #2 APRUCE-PINE-FUR OR BETTER.
<br />INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE.
<br />4, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
<br />5 ANDSBEAR THEAAMEER CAN WOODAPRESERVERS INSTITTUTEWITH
<br />EQUALITY SALT
<br />ARK TREATMENT IN ACCORDANCE WITH F.S. TT-W-571
<br />6, SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE.
<br />ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24' O.C,)
<br />7, NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4 D.C.@PAN L EDGES, AND
<br />6-
<br />D.C. INTERMEDIATE, FOR 1/2' SHEATHING OR LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4'+)
<br />SHALL BE 6d COMMON @ 4' D.C. AT PANEL EDGES, AND 6' D.C. INTERMEDIATE.
<br />8, ALL FLOORING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR J❑ISTS. FLOOR NAIL
<br />WITH lOd NAILS AT 3' D.C. AT PANEL EDGES, 6" D.C. IN THE FIELD. STAGGER NAILS AT 2" D.C. AT BUTT ENDS OF PLYWOOD SHEATHING.
<br />9. INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF J❑ISTS AT 8'-0' MAXIMUM. INSTALL BLOCKING IN ALL BEARING
<br />WALLS AND PARTITIONS OVER 9'-0' @ MID -HEIGHT. BRACE GABLE END WALLS AT 4'-0' ❑,C, WHERE WALL FRAMING IS NOT
<br />CONTINUOUS FROM FOUNDATION TO ROOF,
<br />10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS,
<br />ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
<br />1L ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STR❑NGTIE CO. OR EQUIVALENT, SUBMIT CUT
<br />SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL.
<br />ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER,
<br />12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALLS, STAGGER END
<br />J❑INTS IN DOUBLE PLATES AT LEAST 4'-0'. 2X4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO FOUNDATION
<br />AT A MAXIMUM OF 4'-0' D.C.
<br />13.L❑AD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY APPROVED
<br />ARCHITECTURAL WALL PANEL JOINTS. STUDS SHALL BE TRIPLED AT ALL CORNERS.
<br />14.W❑❑D LINTELS OVER ❑PENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES ❑THERWISE ON PLANS, WITH C❑NTINU❑US \' PLYWOOD
<br />FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS.
<br />15,RAFTER SCHEDULE FOR C❑NVENTI❑NAL FRAMED AREAS,
<br />MAXIMUM MAXIMUM
<br />MEMBER SIZE SPAT (SYP #2) 6 FT
<br />2 X 8 12 FT
<br />10 FT
<br />2 X 10 14 FT 12 FT
<br />2 X 12 16 FT 14 FT
<br />NOTE 1: RAFTERS MUST BE BRACED LATERALLY BY A C❑NTINI❑US NAILING OF SHEATHING OR BRACED @ 24' D.C. WITH MINIMUM 1X4,
<br />NOTE 2: RAFTER SPACING NOT TO EXCEED 24' D.C.
<br />NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERWISE NOTED ON PLANS,
<br />NOTE 4: CONNECTOR SCHEDULE. SPAN (SYP #2)
<br />A, SIMPSON MTS20 (❑R EQUAL) BETWEEN CAT BLOCKING AND ROOF TRUSSES.
<br />B. SIMPSON H5 <OR EQUAL) BETWEEN RAFTER TAILS TO CAT BLOCKING.
<br />C. SIMPSON H5 (❑R EQUAL) BETWEEN RAFTERS AND RIDGE BOARD,
<br />D. SIMPS❑N CS20 AT ENDS OF RIDGE BARD, OR SIMPSON J❑INT HANGER WHERE APPLICABLE.
<br />TIMBER MATERIALS:
<br />ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS;
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES, POST, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE (❑R BETTER).
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (❑R BETTER). ALL OTHER STUDS SHALL BE 'STUD GRADE'
<br />SPRUCE SPACE 16' O.C.. ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'-0' AND NAILED 4' O.C. W/ 12d COMMON NAILS.
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2' PLYWOOD OR 7/16' ❑,S,B, (2-M-W RATING) NAILED WITH 8d NAILS SPACED AT
<br />3' D.C. ALONG ALL HORIZONTAL J❑INTS AND EDGES, 6" ❑.C, ALONG ALL VERTICAL J❑INTS AND EDGES AND 12" ❑,C. ALONG ALL INTERMEDIATE STUDS,
<br />ALL OPENINGS 5'-0' WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH SIMPS❑N LSTA24 STRAP TIES AT EACH END
<br />OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO F❑UNDATI❑N WITH SIMPSON HTT16 TENSION TIE.
<br />INTERIOR STUD WALLS TO BE OF 2X4 #2 SPRUCE OR BETTER WITH SINGLE 2X4 P,T. PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE WITH
<br />STUDS SPACED MAXIMUM 24' D.C. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MIN R-11 INSULATION,
<br />ANCHOR WOOD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPS❑N LTT20B TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY
<br />WALL SEGMENT INTERSECTION (BUILDING CORNERS),
<br />TRUSSES
<br />1, THIS SECTION DEFINES PRE-ENGINNERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND FLOOR TRUSSES AS 'WOOD TRUSSES'.
<br />2. TRUSS LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY, TRUSS MANUFACTURER AND/OR ENGINEER SHALL BE RESP❑NSIBLE FOR THE
<br />DESIGN AND SPACING OF ALL TRUSSES AND SHALL SUBMIT SHOP DRAWINGS TO THE BUILDER FOR APPROVAL,
<br />3. THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE
<br />INSTITUTE'S 'QUALITY CONTROL INSPECTION PROGRAM' OR EQUIVALENT,
<br />4,WOOD TRUSS MEMBERS AND CONNECTORS SHALL BE DESIGNED FOR ALL LADS; LIVE, DEAD AND CONCENTRATED LOADS,
<br />PLUS WIND LOADS IN ACCORDANCE WITH THE FBC SEC. 1606.
<br />5, REFER TO THE FLOOR PLAN AND OTHER STRUCTURAL DETAIL SHEETS FOR IMPORTANT INFORMATION NOT SPECIFICALLY ADDRESSED BY THE
<br />TRUSS FRAMING LAYOUT SUCH AS BEARING WALL HEIGHTS AND CEILING VAULT DETAILS.
<br />6. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION:
<br />A, SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF WOOD TRUSSES,
<br />B. ALL DESIGN LOADS AND THEIR P❑INTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED,
<br />C, ADJUSTMENTS TO ALLOWABLE VALUES,
<br />D. REACTIVATE FORCES AND THEIR LOCATIONS.
<br />E. BEARING TYPE AND MINIMUM BEARING LENGTH,
<br />F. DEFLECTIONS
<br />G. METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LO*ION.
<br />ILUMBER
<br />OCE OACONN CNREQURDOCONIA N0 YIONDES AND
<br />CONTENT.
<br />LATERAL BRACING.
<br />J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
<br />K, WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES.
<br />L. VALLEY SETS FOR OVER -BUILD CONDITIONS.
<br />7, LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROOF), SPAN/460 (FLOOR), AND LIMIT TOTAL LOAD DEFLECTIONS TO
<br />SPAN/240 (ROOF), SPAN/360 (FLOOR) UNLESS SPECIFICALLY NOTED ❑THERWISE.
<br />8, FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS.
<br />9. WOOD TRUSSES SHALL BE DESIGNED S❑ THAT MINIMAL HORIZONTAL REACTIONS ARE IMP❑SED ON THE SUPPORTING STRUCTURE UNDER
<br />VERTICAL LOADS. NO SLIP CONNECTIONS ARE ALLOWED UNLESS ❑THERWISE NOTED. CONTACT CONTRACTOR AS REQUIRED.
<br />10. WOOD TRUSSES MUST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VEL❑CITY PRESSURES, AND MEAN ROOF HEIGHT MUST BE
<br />SHOWN ON THE SUBMITTED SHOP DRAWINGS.
<br />11. CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' O.C, UNLESS NOTED ❑THERWISE.
<br />BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER END. OVERLAP CONTINU❑US BRACING AT LEAST
<br />ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 (ROOF), 2 X 6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG, WITH
<br />2- 16d NAILS AT INTERMEDIATE AND 3- 16d AT END CONNECTIONS,
<br />12,CROSS BRACING IS REQUIRED AT MINIMUM 10' ❑,C, UNLESS NOTED ❑THERWISE, LOCATE CROSS BRACING AT OR NEAR THE BOTTOM
<br />CHORD BRACING. INSTALL CROSS BRACING AT EACH END AND AT 20' D.C. ALONG THE LENGTH OF THE LATERAL BRACING. CROSS BRACING IS ACCOMPLISHED
<br />BY ATTACHING DIAG❑NAL WEB BRACING TO ❑PP❑SITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS. SLOPE CROSS BRACING IN ❑PP❑SITE
<br />DIRECTIONS AR APPROXIMATELY 45 DEGREES FORMING A CROSS 'X", USE A MINIMUM OF 2X4 GRADE MARKED LUMBER WITH AT LEAST 3- 16d NAILS
<br />AT EACH CONNECTION.
<br />13,TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION.
<br />14, HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH 'HIB-91', PUBLISHED BY THE TRUSS PLATE INSTITUTE.
<br />15,ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE ANCHORS, RATED TO CARRY UPLIFT LOADS
<br />SPECIFIED BY TRUSS MANUFACTURER
<br />16, ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STR❑NG-TIE OR APPROVED EQUIVALENT MANUFACTURER, ALL NAIL HOLES
<br />SHOULD BE FILLED, OR AS PRESCRIBED BY THE MANUFACTURER.
<br />17,TRUSSES ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTING OF A/C DUCT WORK AND PLUMBING.
<br />CHASES SHALL NOT BE BLOCKED BY WOOD TRUSSES,
<br />18, PILING OF PLYWOOD ON WOOD TRUSSES IS NOT ALLOWED,
<br />19.INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRUSSES IS NOT ALLOWED.
<br />20,IMPORPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSSES IS NOT ALLOWED.
<br />21.GABLE ENDWALL TRUSSES MUST TRANSFER LATERAL LOADS TO THE SHEAR WALLS AND/OR THE ROOF DIAPHRAGM.
<br />22,WOOD TRUSSES THAT BB D❑ NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED, DO NOT PULL WOOD TRUSSES DOWN TO INTERIOR BEARINGS,
<br />23,CUBMITTEDSTO CONTRACTOR/ENG NEER FOR REVIEWBPR Oil O WOOD TRUSS FABRICAT STRUCTURAL ENGINEER IN THE STATE OF FLORIDA AND SHALL BE
<br />A. SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF TRUSS WITH PERMANENT BRIDGING REQUIREMENTS,
<br />B. SUBMIT WOOD RUSS ERECTION PLAN, INCLUDING CONNECTIONS DETTILS AND UPLIFT ANCHORS.
<br />C. SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN.
<br />D. MAINTAIN COPY OF SUBMITTAL ON J❑BSITE.
<br />SHUTTERS/SKYLIGHTS
<br />R❑❑SING (FIBERGLASS SHINGLES)
<br />I. THE INSTALLATION OF FIBERGLASS SHINGLES SHALL COMPLY WITH THE PROVISIONS OF FRC R905,
<br />2, FIBERGLASS SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS,
<br />3, UNLESS OTHERIWSE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I, OR ASTM D 4869, TYPE 1.
<br />4, SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET, SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL COMPLY
<br />WITH ASTM D 1970.
<br />5, FIBERGLASS SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM D 225 OR ASTM D 3462.
<br />6, FASTENERS
<br />12 GAUGEIB0,1R05INCH)HSHANK W TH A MINIMUM 3/8EIDf�CHTDIAMETERSHEAD OFUAILENGTH TO PENETRATE THROUGH
<br />THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INT❑ THE ROOF SHEATHING, THE C❑RR❑SION RESISTANCE OF NAILS
<br />NAILS AND SCREWS SHALL MEET ASTM A641, CLASS I OR EQUAL, THE C❑RR❑SI❑N RESISTANCE OF CLIPS SHALL MEET ASTM A153,
<br />WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH THICK, THE NAILS SHALL PENETRATE THROUGH THE SHEATHING,
<br />7.FLASHING MADE FROM METAL SHALL BE CORROSION RESISTANT AND SHALL BE NOT LESS THAN 26 GAGE.
<br />& FIBERGLASS SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO
<br />FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED, ATTACHMENT OF FIBERGLASS SHINGLES SHALL
<br />CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95.
<br />PROTECTION AGAINST TERMITES
<br />R320.1
<br />Termite protection shall be provided by registered termiticides, includin sgil applied p sticides, baitingr systems, and
<br />pesticides applied ,to wood, or other ap roved methods of termite prot�ctian labeledar use as p even ative treatment
<br />to new constructipn Csee C�ection , 202, �h9 tered Termiticide), Upqn completion of the ahpplication of the termite rotective
<br />tre trent, a ertificate o com l: ce sha be issued to he buildin department by t licensed pest ontrol company
<br />con�o�ins trhe �ollowing statemenhe buil�ing has received a comple�e treatment for t�e preventlion of ubterranean
<br />termi es, I reatment is in accordance with rules and laws established by the Florida Department of Agriculsture and
<br />mer Services,'
<br />p32Bu1.1
<br />If soil treatment used for subterranean termite prevention, the initial chemical soil treatment inside the foundation
<br />pperimeter shall be done after all excavation, backfilling and compaction is complete.
<br />R320.1,2
<br />If soil treatment is u ed ,for subterranean termite revention, soil are listu rbed after initial chemical soil treatment shall
<br />be retreated with a c�emical soil treatment, includin spaces boxed or or 6,
<br />R320.1.3
<br />If soil treatment is ,used for $L+bterranean termite prevention, space in concrete floors boxed out or formed for the
<br />subsequent in tal! ton of plumbs traps, c a: s or, pny other ur ose shall, bbe seated bb usin plast:q or metal
<br />ermanently pisacec�orms of sufcient dep �h o eliminate any �an�ied soil distur�aance of tyer init9al chemical soil treatment,
<br />P320,1,4
<br />If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum
<br />6 mil vapor retarder to r tect a ainst r in all dilution. If rain all o urs befor va or retar er lacement, ret eatment
<br />�s re�uirded, An work, mcPucn�lac.ment o reinforcing steel, done oiler ghem�ca� tratm,�nt until t�e concrete floor
<br />is ppo re shah be done in s manner as to avoid penetrating or isturbing reate so:.
<br />R 320.1.5
<br />If soil tr atment is used for s bterranean termite prevention,, concrete overpour or mortar accumulated (Aging the
<br />io ch�eoL cd,( ion perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical, penetration
<br />Wg
<br />R 320.1.6
<br />If soil treatment is used for ,�ubtgrran a ermite reventign, chemical soil tr atm nt shall also be a lied under ,all
<br />e t r or co qr to or ro, e wi hin f oo 50� mm) o th primar, str cture sideew,al. s. ilsp, a verti al ,g mical barri r
<br />Aial� �, a,p �ie o t� i-ter construct qn is comp etecef, m lu i�i ins ial lands pin and irrigation�sprink�er installation,
<br />ny soef dis ur�epar a�'terX �he chemical ver�ical barrier is appie� sall e prompV r�treated.
<br />R320.1.7
<br />If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention,
<br />Sections R32011 through R32016 do not apply; however, a signed contract assuring the installation, maintenance and
<br />monitoring of the baiting stem fqr a minimum of five e rs fr m the i sue of the certificate f occ�panc halt be
<br />provided to the building oyficial prior to the pouring o he slaob, and tshe system must be insta�led prior t� final building
<br />approval, If the b itin� sxstFm directions for p use reoVPi e a monl- orinp phase prior to installation Tf the g thedsys eri e
<br />in redient, the ins alla io o the Monitor,
<br />n hase co onents shall Kie deeme to constitute insta la 10
<br />GLAZING SECTION R308
<br />R308.1 Identification.
<br />Except as indicated in Section R308.1.1 , each pane of glazing installed in hazardous locations as defined in
<br />Section R308,4 shall be provided with a manufacturer?s or installer?s label, designating the type and
<br />thickness of glass and the safety glazin standard with which it complies, which is visible in the final
<br />installation. The label shall be acid etched, sandblasted, ceramic -fired, embossed mark, or shall be of a
<br />type which once applied cannot be removed without being destroyed.
<br />Exceptions:
<br />1, For other than tempered glass, labels may be omitted provided the building official approves the use
<br />of a certificate, affidavit or other evidence confirming compliance with this code.
<br />2, Tempered spandrel glass may be identified by the manufacturer with a removable paper label,
<br />R308,1,1 Identification of multipane assemblies.
<br />Multi -pane assemblies having individual panes not exceeding1 square foot (0,09 m 2 ) in exposed area shall
<br />have at least one pane in the assembly identified in accrdance with Section R308.1 All other panes in the
<br />assembly shall be labeled ?16 CFR 1201.?
<br />R308.2 Louvered windows or jalousies.
<br />Regular, float, wired or patterned glass in jalousies and louvered windows shall be no thinner than nominal
<br />3 / 16 inch (4.76 mm) and no longer than 48 inches (1219 mm). Exposed glass edges shall be smooth.
<br />R308.2.1 Wired glass prohibited.
<br />Wired glass with wire exposed on longitudinal edges shall not be used in jalousies or louvered windows.
<br />R308.3 Human impact loads.
<br />Individual glazed areas including glass mirrors in hazardous locations such as those indicated as defined in
<br />Section R308.4 shall pass the test requirements of CPSC 16 CFR, Part 1201. Glazingg shall comply with the
<br />CPSC 16 CFR, Part 1201 criteria for Category I or Category II as indicated in Table R308.3
<br />Exceptions:
<br />1. Polished wired glass for use in fire doors and other fire resistant locations shall comply with
<br />ANSI Z97.1.
<br />2. Louvered windows and jalousies shall comply with Section R308,2
<br />INDEX OF DRAWINGS
<br />1 COVER
<br />2 FLOOR PLAN
<br />3 F❑UNDATI❑N PLAN
<br />4 LINTEL PLAN
<br />„IJ WORK SxALL COMPLY W1�r11 ALL 5 TRUSS LAYOUT
<br />P uAt mG CODES, FLORIDA BUILD7', "� 6 E L E C T R I!; A L & H V A C
<br />DE iIN SAL ELECTRIC CODE AND 7 DETAILS
<br />Co 8 SPECS
<br />Cs,�v OF ZEPIVOILLS ORDINANCES
<br />9 SPECS
<br />SUBMITTAL DATA
<br />CITY P . R
<br />PLANS EMtAINER
<br />I hereby certify that I have reviewed this plan and found it to
<br />be in compliance with ASCE 7-02 and the Florids Building Code 2004
<br />with the 2006 Supplement to FBC 04.
<br />PARCEL ID: 12-26-21-0020-00300-0050
<br />41 KATHLEEN YORK
<br />5520 20TH STREET
<br />ZEPHTYRHILLS,r�FL 33542
<br />D. �'��V' . S I JIL 11, P.E
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525
<br />PHONE:352-521-0865 FAX:352-521-0W E-MAIL: dwsflpe@earthhnk, net
<br />David W, Smith, P,E, #53608 1 ENGINEER LICENCE #53608
<br />DESIGN PLANS BY RICK
<br />813-765-9793
<br />ENGINEER NOTES SHEET OF
<br />STANDARD NOTES 1 OF 9
<br />SCALE DATE JOB NO.
<br />4 DEC 2007
<br />DESIGN/DRAWN CHECKED 2007-60
<br />R. GOLLHARDT D.W.SMITH,P.E.
<br />
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