|
I A
<br />'
<br />EN❑INEER'S
<br />NOTES:
<br />1,
<br />WIND
<br />DESIGN SPEED = 110 (3 sec
<br />gust)
<br />2,
<br />WIND
<br />IMPORTANCE FACTOR = LO CONSTRUCTION
<br />CATEGORY II
<br />3,
<br />WIND
<br />EXPOSURE CATEGORY = "B"
<br />4,
<br />INTERNAL PRESSURE COEFFICIENT =
<br />+/- 0.18
<br />(ENCLOSED BLDG)
<br />5,
<br />COMPONENTS
<br />& CLADDING DESIGN PRESSURES
<br />PER ASCE 7
<br />(ROOF)
<br />ROOF > 10 to 30 degrees (110)
<br />ZONE 1
<br />ZONE 2 ZONE 3
<br />@ 10
<br />SOFT +12.5/-19.9 @ 10 SQFT +12.5/-42.1
<br />@ 10 SOFT
<br />+12.5/-42.1
<br />@ 20
<br />SOFT +11.4 /-19.4 @ 20 SOFT +11.4 /-38.2
<br />@ 20 SOFT
<br />+11.4 /-38.2
<br />@ 50
<br />SOFT +10 /-M.6 @ 50 SOFT +10 /-33
<br />@ 50 SOFT
<br />+10 /-33
<br />@ 100
<br />SOFT +10 /-18.1 @ 100 SOFT +10 /-29.1
<br />@ 100 SOFT
<br />+10 /-29.1
<br />(WALLS)
<br />ZONE 4
<br />ZONE 5
<br />@ 10
<br />SOFT +21,8 /-23.6 @ 10 SOFT +21.8 /-29.1
<br />@ 20
<br />SOFT +20.8 /-22.6 @ 20 SOFT +20.8/-27.2
<br />@ 50
<br />SOFT +19,5 /-21.3 @ 50 SOFT +19,5 /-24.6
<br />@ 100
<br />SQFT+18.5 /-20.4 @ 100 SQFT+18,5 /-22.6
<br />CODES:
<br />FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2007 EDITION,
<br />WITH 2O09 SUPPLEMENT.
<br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
<br />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301)
<br />BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-02)
<br />NATI❑NAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2001 EDITION
<br />APA PLYWOOD DESIGN SPECIFICATION
<br />BUILDING CATEGORY: II
<br />CONSTRUCTION TYPE: 5-B
<br />GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
<br />ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE.
<br />TECHINCAL CEDES SHALL APPLY;
<br />PLUMBING, MECHANICAL, FUEL GAS ENERGY EFFICIENCY, ACCESSIBILITY, AND
<br />2007 NATIONAL ELECTRICAL CODES` (NFPA 70).
<br />❑RDINACE 92-19 - APPENDIX "J' TO FBC PLUMBING 2007 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. PVC IS NOT ALLOWED AS INTERIOR WATER PIPING, IT IS ALLOWED FOR WATER
<br />SUPPLY LINES OUTSIDE OF THE HOME, CPVC IS ALLOWED FOR INTERIOR AND
<br />EXTERIOR USE. THE MINIMUM SIZE SULLY LINE FOR A HOME IS 3/4'.
<br />STRUCTURAL DESIGN CRITERIA
<br />AREAS LIVE LOADS DEAD LOADS
<br />DWELLING 40 psf 10 psf
<br />BALCONIES 40 psf 10 psf
<br />SHINGLE ROOF 20 psf 10 psf
<br />BUILT-UP ROOF 20 psf 10 psf
<br />TILE ROOF 25 psf 15 sf
<br />THE F❑LL❑WING SHALL C❑M(�LY WITH THE 2007 FBC:
<br />PORCHES AND BALCONIES - SECTION 1406,3 & 1012.4
<br />1. HANDRAILS - SECTION R311.5,6
<br />2. GUARDRAILS - SECTION R312
<br />ALL ENCLOSED PORCHES, DECKS AND SIMILAR STRUCTURES IF MORE THAN 30' ABOVE GRADE
<br />SHALL HAVE A GUARDRAIL, GUARDRAILS ARE REUIRED TO BE A MINIMUM OF 36' HIGH FOR
<br />DWELLING UNITS AND SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT
<br />A 4' DIAMETER SPHERE CANNOT PASS,
<br />3. STAIRS - SECTION R311.5
<br />4. CHIMNEY & FIREPLACE - SECTION R1002 & R1004 (MFGR)
<br />SECTION R1001 & R1003 (MAS)
<br />5. EGRESS WINDOWS - SECTION R310,1
<br />ALL BEDROOMS SHALL HAVE AT LEAST ONE WINDOW APPROVED FOR EMERGENCY EGRESS. THE
<br />MAXIMUM SILL HEIGHT FOR EGRESS WINDOWS IS 44 INCHES ABOVE THE FLOOR, THE CLEAR
<br />OPENING HEIGHT IS 22', THE CLEAR OPENING WIDTH IS 20' AND THE NET CLEAR OPENING AREA
<br />IS 5 SQ. FT. FOR GROUND FLOOR WINDOW AND 5.7 SQ, FT. FOR A SECOND STORY WINDOW,
<br />GENERAL NOTES:
<br />WINDOW AND DOOR MANUFACTURERS TO PROVIDE 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 ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
<br />MANUFACTURERS 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 ACCORDING 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, SH❑RING 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 />ATTIC ACCESS OPENING SHALL BE A MINIMUM OF 22' X 36'. ACCESS IS NOT REQUIRED FOR ATTICS WITH A CLEAR HEIGHT
<br />OTTSTNTRELEDCTGALL
<br />ATTICS
<br />THAVE
<br />LTS IGINSTALLED
<br />AROLYED
<br />AHEPOINOF INCHES,
<br />ALL TRIIALWIRN6 INSTALLEDWIHIN6FT OF ATTICENTRYSH❑ULD BE PROTECTED CONTROLLED
<br />GUARD STRIPS.
<br />FIRE -STOPPING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS SUCH AS:
<br />AR❑UNDLVDENTSA AND IPIPES. FIf EDSRTOPPINGLI CEILING, COVE
<br />SHALL C❑NSISTN[IFTAIR 2-IINCHRN❑MIMALAT THE WOOD OR 2 ATHIICKONESOSM[IF I OPENINGS
<br />NOMINAL WOOD.
<br />ENTRY DOORS LOCATED IN GARAGES SHALL NOT OPEN DIRECTLY INTO BEDROOMS,
<br />V TOP P
<br />HURRICAN CLIPS ARE REQUIRED ON ALL TRUSSES AND RAFTERS. IF PLYWOOD OR OSB SHEATHING ODES NOT ❑ ER ❑ PLATE, E,
<br />HURRICANE CLIPS MUST BE COVER BOTH TOP PLATES,
<br />UPLIFT PROTECTION: PLYWOOD OR ❑SB COVERING ENTIRE EXTERIOR OF HOME WITH NAILS SPACED 3' D.C. AT TOP AND BOTTOM,
<br />6' D.C. ON EDGES AND THE REMAINDER AT 12' D.C. OR PLAYW❑OD OR OSB AT CORNERS, WITH HURRICANE STRAPING ON EVERY
<br />EXTERIOR STUD, CRIPPLE, JACKSTUD ETC. AT TOP AND BOTTOM,
<br />SITE WORK:
<br />FOUNDATION DESIGN IS BASED ON ALL ALLOWABLE SOIL PRESSURE ❑F 2000 PSF. SHOULD FIELD CONDITIONS
<br />INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTOR,
<br />THE SUBGRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED TO 95% OPTIMUM DENSITY.
<br />AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR)
<br />S❑IL 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 LOSE OR WET MATERIALS,
<br />WHERE NEAT EXCAVATION IS NOT POSSIBLE FOOTINGS EXCAVATED SHALL BE ❑PEN CUT WITH EDGES FORMED AND BRACED.
<br />ALL FO❑TINGS 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
<br />BEARING SURFACE, PROVIDE S❑IL TREATMENT FOR TERMITES,
<br />SET BACKS PER 106,3.1
<br />FOUNDATION INSPECTIONS
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING
<br />INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECHED FROM MARKER TO MARKER
<br />TO VERIFY REQUIRED SETBACKS,
<br />CAST IN PLACE CONCRETE
<br />1, CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS
<br />FO❑TINGS SLAB ON GRADE, SLAB FILL.....3000 PSI
<br />MASONARY WALL TIE BEAMS, TIE COLUMNS.....3000 PSI
<br />2. CONCRETE SHALL BE READYMIX PER ASTM C94:
<br />P❑RTLAND CEMENT - ASTM C150
<br />AGGREGATES - ASTM C33 (3/4' MAX)
<br />NO CALCIUM CHL❑RIDE
<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. WELDED WIRE FABRIC - ASTM A185
<br />FIBERMESH MAY BE SUBSTITUTED FOR W WF WHERE SPECIFICALLY STATED ON PLANS
<br />6. MOISTURE 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 WALLS 1 1/2'
<br />SLABS 3/4' (INTERIOR) 1 1/2' (EXTERIOR)
<br />9. PROVIDE CORNER BARS AT ALL WALL FOOTING CORNERS TO MATCH HORIZ❑NTAL BARS,
<br />(25' MINIMUM LAP)
<br />10. ALL BUILDING SLAB ON GRADE SHALL BE NOMINAL 4' THICK, FIBER -MESH CONIC OR REINFORCED
<br />WITH 6XG-W1.4 W.W.F. AS SPECIFIED PER PLAN ON 6 MIL VAPOR BARRIER.
<br />11. ANCHOR BOLTS FOR WOOD PLATED TO CONCRETE OR MASONRY:
<br />'J' BOLTS -USE 5/8'X8' 'J" BOLT WITH 7" ENBEDMENT AND 1' PROJECTION WHEN INSTALLED
<br />PRIOR TO PLACING CONCRETE. WASHER 3"X3"X1/8'
<br />EXPANSION ANCHORS -USE 5/8'X3 1/2' IMBED AT L❑CATIONS 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 />USED IN LIEU OF 5/8'X8' 'J' BOLTS
<br />12.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 />STEMWALL - 20' WIDE X 10' DEEP W/2 145 REBAR
<br />MONOLITHIC - 1 STORY (20' DEEP X 12' WIDE), 2 STORY (20' DEEP X 16' WIDE)
<br />2 STORY (20' DEEP X 16' WIDE)
<br />F❑❑TER DEPTH - BOTTOM OF FO❑TER MUST BE MINIMUM OF 12' BELOW GRADE
<br />FIREPLACE - 12' DEEP WITH MATT OF #5 REBAR
<br />13.PROVIDE 1/2' EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING
<br />CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREA'S.
<br />I _' [It JUL l' _-1
<br />j_� a �--
<br />d 0�------0 -
<br />0 S 10°
<br />----------------------------- 2 --
<br />t'I; O d
<br />1�1 0,-- j Q
<br />GABLE ROOFS
<br />0 S 10`
<br />MASONRY WALLS:
<br />1, HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I,
<br />GRADE N. MINIMUM NET COMPRESSIVE 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 />8' - 11' SLUMP
<br />4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2' FROM MASONRY. THE CLEAR DISTANCE BETWEEN
<br />BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1'.
<br />5. VERTICAL REINF❑RCING SHALL BE AT ALL CORNERS, EACH JAMB OPENINGS OVER 4 FT. WIDE, UNDER ALL
<br />GRIDER LOADS, AND NOT TO EXCEED 8'-0" ❑/C FOR STRAIGHT WALLS, OR AS SHOWN ON THE DRAWINGS.
<br />6. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS
<br />7. REINFORCING BARSNDSHALL BEAMS,
<br />STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS ❑R 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 INTO A CORE IN VERTICAL ALOGNMENT, EVEN THOUGH
<br />IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINF❑RCEMENT.
<br />10.CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT
<br />EXCEEDS 5', PROVIDE 4"X4" OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT.
<br />11. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL
<br />MORTAR BEDDING, HORIZ❑NATL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND
<br />PILASTERS AND ADJACENT TO GROUTED CELLS,
<br />12, PROVIDE 8'X8' PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONARY OPENINGS 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 SPECIFICATIONS. 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 />RE❑MAKE SPONSIBLIE FORNGES INSURINGER SUCH INFORMATION❑RREQUE❑STEDSBEEN AB❑VE HAS BEEN S❑UBMITTEDWT❑ EONGINEER❑R AS O� RECORD INTAC�❑MELYAM❑ANNER WHESHALL NEAVAILABLE,
<br />CARPENTRY:
<br />1. DIMENSIONED 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 MEMBER (UNFACT❑RED) STRESSES AS FOLLOWS
<br />Fv = 90 PSI
<br />Fc = 975 PSI
<br />E = 1,600,000 PSI
<br />1% MAXIMUM MOISTURE 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, PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F,S, TT-W-571
<br />AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2.
<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. @ PANEL EDGES, AND 6"
<br />O.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 FLO❑RING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR J❑ISTS. FLOOR NAIL
<br />WITH 10d NAILS AT 3' O.C. AT PANEL EDGES, 6' D.C. IN THE FIELD. STAGGER NAILS AT 2' O.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' D.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 />11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STR N TIE CO.❑R EQUIVA
<br />LENT. 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 />JOINTS 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' O,C,
<br />13.LOAD 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. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS, WITH CONTINUOUS 3\4' PLYWOOD
<br />FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS,
<br />15.RAFTER SCHEDULE FOR C❑NVENTI❑NAL FRAMED AREAS.
<br />MAXIMUM
<br />MEMBER SIZE SPAN (SYP #2) MAXIMUM
<br />2 X 4 9 FT 6 FTSPAN (SYP #2)
<br />2 X 8 12 FT 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 CONTINIOUS NAILING ❑F SHEATHING OR BRACED @ 24' ❑.C, WITH MINIMUM IX4.
<br />NOTE 2: RAFTER SPACING NOT TO EXCEED 24' O.C.
<br />NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERWISE NOTED ON PLANS.
<br />NOTE 4: CONNECTOR SCHEDULE,
<br />A. SIMPSON MTS20 (❑R EQUAL) BETWEEN CAT BLOCKING AND ROOF TRUSSES.
<br />B. SIMPS❑N H5 (OR EQUAL) BETWEEN RAFTER TAILS TO CAT BLOCKING,
<br />C. SIMPSON H5 (OR EQUAL) BETWEEN RAFTERS AND RIDGE BOARD.
<br />D. SIMPS❑N CS20 AT ENDS OF RIDGE BOARD, OR SIMPSON JOINT 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" D.C.. ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'-0' AND NAILED 4" D.C. W/ 12d COMMON NAILS.
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2' PLYWOOD ❑R 7/16' O.S.B. (2-M-W RATING) NAILED WITH 8d NAILS SPACED AT
<br />3' O,C, ALONG ALL HORIZONTAL JOINTS AND EDGES, 6' ❑,C. ALONG ALL VERTICAL JOINTS 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 FOUNDATION 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' ❑.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 SIMPSON LTT20B TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY
<br />WALL SEGMENT INTERSECTION (BUILDING CORNERS).
<br />TRUSSES
<br />2. THIS
<br />LAYOUT DEFINES
<br />ON PLANS ARE DSCHEMAPREFABRICATED,
<br />IBC IONLY. TRUSS MANUFACT❑URERTANDD/IIR IENGI❑NEERAND
<br />SHALL BE TRUSSES
<br />EWFOR TRESSES
<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 LOADS 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. W❑❑D 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 POINTS 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 L❑CATI❑N.
<br />H. LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT,
<br />I. L❑CATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING,
<br />J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
<br />K. WEB REINF❑RCEMENT 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 OTHERWISE.
<br />8. FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS.
<br />9,W❑❑D TRUSSES SHALL BE DESIGNED S❑ THAT MINIMAL HORIZ❑NTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER
<br />VERTICAL LOADS, NO SLIP CONNECTIONS ARE ALLOWED UNLESS OTHERWISE N❑TED, CONTACT CONTRACTOR AS REQUIRED.
<br />W. WOOD TRUSSES MUST BE CHECKED FOR WIND. WIND VEL❑CITY, DESIGN VELOCITY 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' D.C. UNLESS NOTED OTHERWISE.
<br />BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER END. OVERLAP CONTINUOUS 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' O,C, UNLESS NOTED OTHERWISE. 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 DIAGONAL WEB BRACING TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS, SLOPE CROSS BRACING IN OPPOSITE
<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 />� id
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<br />GABLE ROOFS
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<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 SIMPSON STRONG -TIE OR APPROVED EQUIVALENT MANUFACTURER. ALL
<br />NAIL HOLES 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.W❑❑D TRUSSES THAT D❑ NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED, DO NOT PULL WOOD TRUSSES DOWN TO INTERIOR BEARINGS,
<br />23.SUBMITTALS: ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED STRUCTURAL ENGINEER IN THE STATE OF FLORIDA AND SHALL BE
<br />SUBMITTED TO CONTRACTOR/ENGINEER FOR REVIEW PRIOR TO WOOD TRUSS FABRICATION,
<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 DEATILS AND UPLIFT ANCHORS.
<br />C. SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN.
<br />D. MAINTAIN COPY OF SUBMITTAL ON JOBSITE.
<br />R❑❑FING (FIBERGLASS SHINGLES)
<br />1. 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 C❑M�LY
<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 FOR FIBERGLASS SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COOPER ROOFING NAILS.
<br />MINIMUM 12 GAUGE (0.105 INCH) SHANK WITH A MINIMUM 3/8 INCH DIAMETER HEAD OF A LENGTH TO PENETRATE THROUGH
<br />THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO THE ROOF SHEATHING. THE CORROSION RESISTANCE OF NAILS
<br />NAILS AND SCREWS SHALL MEET ASTM A641, CLASS I OR EQUAL, THE CORROSION 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, including soil applied pesticides, baiting systems, and
<br />pesticides applied to wood, or other approved methods of termite protection [abeled for use as a preventative treatment
<br />to new construction (see Section 202, Registered Termiticide), Upon completion of the application of the termite protective
<br />treatment, a certificate of compliance shall be issued to the buitolinQ department by the licensed pest control company
<br />contains the following statement: 'The building has received a complete treatment for the prevention of subterranean
<br />termites, Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and
<br />Consumer Services.'
<br />R320.1.1
<br />If soil treatment used for subterranean termite prevention, the initial chemical soil treatment inside the foundation
<br />perimeter shall be done after all excavation, backfiRing and compaction is complete.
<br />R320.1.2
<br />If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall
<br />be retreated with a chemical soil treatment, including spaces boxed or formed.
<br />R320.1.3
<br />If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the
<br />subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal
<br />permanently placed forms of suf Fiicient depth to eliminate any planned soil disturbance after initial chemical soil treatment,
<br />R320.1.4
<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 protect against rainfall dilution, If rainfall occurs before vapor retarder placement, retreatment
<br />is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor
<br />is ppoured, shall be done in such manner as to avoid penetrating or disturbing treated soil.
<br />R320.1.5
<br />If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the
<br />exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration
<br />of the chemicals.
<br />R320.1.6
<br />If soil treatment is used for subterranean termiterevention, chemical soil treatments shall also be applied under all
<br />exterior concrete or grade within 1 foot (305 mm) op the primary structure sidewalls. Also, a vertical chemical barrier
<br />shall be applied promptly after construction is completed, inctudingg initial landscaping and irrigation/sprinkler installation,
<br />Anyy soil disturbed after the chemical vertical barrier is applied Nall be promptly retreated.
<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 system for a minimum of five ears from the issue of the certificate of occupancy shall be
<br />provided to the building official prior to the pouring o . 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 installation of the pesticide active
<br />ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system.
<br />GLAZING SECTION R308
<br />R308.1 Identification,
<br />Except as indicated in Section R30811 , 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 glazing standard with which it complies, which is vislbte 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 exceeding 1 square foot (0.09 m 2 ) in exposed area shall
<br />have at least one pane in the assembly identified in accordance 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 ggLazed areas includin glass mirrors in hazardous locations such as those indicated as defined in
<br />Section R308,4 shall pass the est requirements of CPSC 16 CFR, Part 1201. Glazing 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 />CONTRACTOR IS TO VERIFY ANY STRUCTURAL
<br />OR CODE REQUIREMENTS PRIOR TO CONSTRUCTION, AND TO BUILD ACCORDINGLY,
<br />CONTRACTOR TO VERIFY DIMENSIONING PRIOR TO CONSTRUCTION AND TO
<br />NOTIFY OWNER & ENGINEER FOR ANY DIMENTI❑NAL CORRECTIONS PRIOR
<br />TO CONSTRUCTION.
<br />3�(P `ir f l/jt°a
<br />0_6.7 3�3 INDEX OF DRAWINGS 0�
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<br />c 3 ELECTRICAL & HV �_
<br />�je f l �EVIEW DATE_ �� 2-y %v 0
<br />S 4 LINTEL
<br />h�-Mti°inj �t�1 5 TRUSS CITY OF ZEPHYRHILL
<br />6 ELEVATIONS, DETARV�4S EXAMINER
<br />7 SPECS
<br />SUBMITTAL DATA , z�
<br />PARCEL:13-26-21-0140-00000-0380
<br />I hereby certify that I have reviewed this plan and Pound it to
<br />be in compliance with ASCE 7 and the Florida Building Code 2007 edition,
<br />with 2009 supplement,
<br />David W, Smith, P.E. #53608 ENGINEER LICENCE #53608
<br />BENJAMIN RODRIGUEZ
<br />39645 MEADOWOOD LOOP
<br />ZEPHYRHILLS, EL 33542
<br />D.W. SMITH ,M.S.,P.E.#53608
<br />FLORIDA PROFESSI❑NAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLAST❑N DRIVE-DADE CITY,FL❑RIDA 33525
<br />PHONE:352-521-0865 FAX:352-521-0867 E-MAIL: dwsflpe@earthlink.net
<br />ENGINEER'S NOTES SHEET OF
<br />1 OF 7
<br />SCALE DATE JOB NO.
<br />11 MAR 2010
<br />DESIGN/DRAWN CHECKED 2010-1 2
<br />R. GOLLHARDT D.W.S.
<br />
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