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ENGINEER'S NFITES
<br />1,
<br />WIND DESIGN SPEED = 120 MPH (3 sec gust)
<br />2,
<br />WIND IMPORTANCE FACTOR = L0
<br />3.
<br />WIND EXPOSURE CATEGORY= "B"
<br />4,
<br />INTERNAL PRESSURE C❑EFFICIENT = +/-0,18 (ENCLOSED
<br />BLDG)
<br />5,
<br />DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING
<br />INCLUDING
<br />AND DOORS FOR PRESSURE OR SUCTION AS PER SECTION
<br />1609 FBC04
<br />(RESIDENTIAL FBC04 R301)
<br />6,
<br />LIVE LOAD PER TABLE R301,5 (FBC R301,5)
<br />DEAD LADS: ROOF (SHINGLE) 17 PSF (7PSF T/C & 10 PSF B/C)
<br />(FBC R301,4)
<br />FLOOR 15 PSF
<br />WINDOWS
<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 />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301)
<br />BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-02)
<br />NATIONAL 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 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
<br />LOCATI
<br />ONS
<br />S ARE APPROXIMATE AND MAY CHANGE DUE TO J❑BSITE CONDITIONS,
<br />THE FOLLOWING SHALL COMPLY WITH THE 2004 FBC:
<br />I. PORCHES AND BALCONIES - SECTION 1406.3 & 1012.4
<br />2, HANDRAILS - SECTION 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 />WINDO
<br />W 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 PROVIDE INSTALLATION INF❑RMATI❑N 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, EQUAL VENT 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 />SITE WORK:
<br />FOUNDATION DESIGN IS BASED ON ALL ALLOWABLE S❑IL PRESSURE OF 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 F❑UNDATI❑NS SHALL BE COMPACTED TO 95% OPTIMUM DENSITY.
<br />AS DETERMINED BY ASTM -1557 (M❑DIFIED 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, FOOTINGS EXCAVATED SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED.
<br />ALL F❑❑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 BEARING SURFACE,
<br />PR❑VIDE SOIL 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 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 />L CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM C❑MPRESSIVE STRENGTHS AT 28 DAYS:
<br />FOOTINGS SLAB ON GRADE, SLAB FILL ..... 3000 PSI
<br />MAS❑NARY 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 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. REINF❑RCING 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, 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, REF❑RCING BAR COVER:
<br />FOOTINGS 3"
<br />COLUMNS 1 1/2'
<br />BEAMS AND WALLS 1 1/2'
<br />SLABS 3/4' (INTERIOR) 1 1/2' (EXTERIOR)
<br />9, PR❑VIDE CORNER BARS AT ALL WALL F❑❑TING CORNERS TO MATCH HORIZONTAL BARS.
<br />(25' MINIMUM LAP)
<br />10, ALL BUILDING SLAB ON GRADE SHALL BE NOMINAL 4" THICK, FIBER -MESH C❑NC OR REINFORCED
<br />WITH 6X6-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 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 />USED IN LIEU OF 5/8'X8' 'J' BOLTS
<br />12,F❑❑TING SIZES SHOWN ARE TYPICAL ONLY FOR 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 CONDITIONS.
<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 />MASONRY WALLS:
<br />1, 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 />8SSHALL HAVE e 4.BARMINIMUM CLEARANCE OF 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 REINF❑RCING SHALL BE AT ALL CORNERS, EACH JAMB OPENINGS OVER 4 FT. WIDE, UNDER ALL
<br />CRIDER LOADS, AND NOT TO EXCEED 8'-0- O/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 />INTO F❑❑TING, AND TIE BEAMS.
<br />7.REINFORCING 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 INTO A CORE IN VERTICAL ALOGNMENT, EVEN THOUGH
<br />IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT.
<br />10,CLEANOUTS 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 JOINTS, PROVIDE 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 REINFORCED CONCRETE LINTELS OVER ALL MASONARY OPENINGS NOT SHOWN To HAVE A
<br />STRUCTURAL BEAM, MINIMUM END BEARING = 8' (MINIMUM CAPICITY OF 1000 PLFJ
<br />13. PR❑VIDE METAL CAVITY CAPS, 6" WIRE MESH, OR DUR-❑-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 ❑F RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT
<br />TO MAKE ANY CHANGES AFTER SUCH INF❑RMATI❑N HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE
<br />RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE.
<br />CARPENTRY:
<br />1, DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP ❑F 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 />Ec= 1,600,000 PSI
<br />1% 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. 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" ❑.C. @ PANEL EDGES, AND 6"
<br />D.C. INTERMEDIATE FOR 1/2' SHEATHING OR LESS, NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4'+)
<br />SHALL BE 6d COMPlON @ 4' D.C. AT PANEL EDGES, AND 6" O.C. INTERMEDIATE.
<br />8. ALL FL❑❑RING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS, FLOOR NAIL
<br />WITH lOd NAILS AT 3' D.C. AT PANEL EDGES, 6' O.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 R❑OF JOISTS 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 />11, ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON 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❑OD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS, WITH CONTINUOUS \" PLYWOOD
<br />FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS.
<br />15,RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREAS,
<br />MAXIMUM MAXIMUM
<br />MEMBER SIZE SPAN (SYP #2)
<br />2 X 8 2 FT 0 FT
<br />2 X 12 16 FT 14 ET
<br />NOTE 1: RAFTERS MUST BE BRACED LATERALLY BY A C❑NTINIOUS NAILING OF SHEATHING OR BRACED @ 24' ❑.C, WITH MINIMUM 1X4,
<br />NOTE 2: RAFTER SPACING NOT TO EXCEED 24" O.C.
<br />NOTE 3: RIDGE BARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERWISE NOTED ON PLANS.
<br />NOTE 4: CONNECTOR SCHEDULE, SPAN (SYP #2)
<br />A. SIMPS❑N 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 (OR EQUAL) BETWEEN RAFTERS AND RIDGE BOARD.
<br />D. SIMPSON CS20 AT ENDS OF RIDGE BARD, 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 (OR 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" D.C. W/ 12d COMMON NAILS.
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2' PLYWOOD OR 7/16' O.S.B. (2-M-W RATING) NAILED WITH 8cl NAILS SPACED AT
<br />3' D.C. ALONG ALL HORIZONTAL J❑INTS AND EDGES, 6' D.C. ALONG ALL VERTICAL JOINTS AND EDGES AND 12' D.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 SIMPS❑N 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 RESPONSIBLE 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 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, WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLL❑WING 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 L❑CATIONS,
<br />E. BEARING TYPE AND MINIMUM BEARING LENGTH,
<br />F. DEFLECTIONS
<br />G. METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION,
<br />H. LUMBER SIZE SPECIES t;RADE AND MOISTURE CONTENT.
<br />I, LOCATION ANt CONNECTION DESIGN OF REQUIRED CONTINU❑US 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 OTHERWISE.
<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 OTHERWISE 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 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' ❑,C. UNLESS NOTED OTHERWISE. LOCATE CROSS BRACING AT OR NEAR THE BOTTOM
<br />CHORD BRACING. INSTALL CROSS BRACING AT EACH END AND AT 20' O.C. ALONG THE LENGTH OF THE LATERAL BRACING. CROSS BRACING IS ACCOMPLISHED
<br />BY ATTACHING DIAGONAL WEB BRACING TO ❑PP❑SITE 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 />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.INSTALLATI❑N OF BR❑KEN, 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 J❑BSITE.
<br />I hereby certi-Py that I have reviewed this plan and found it to
<br />be in compliance with ASCE 7-02 and the Florida Building Code 2004,
<br />Section 1609 with the 2006 Supplement -to FBC 04,
<br />Yr t F,-�STiS t 7 Sf �� 5 \
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<br />CODE.
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<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 ❑THERIWSE 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 MINIMUM 12 TENERS FOR
<br />AAUUGEI (0,1105 FIBERGLASS
<br />HS SHANK WITHL BE A MINIMUM 3/8 EID�(CH TDIAMETER SHEAD ❑ ALUMINUM LNGTH TO PENETRATE THROUGH
<br />THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO THE ROOF SHEATHINU, 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 />8, 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 (M❑DIFIED TO 110 MPH) OR M-DC PA 107-95.
<br />PROTECTION AGAINST TERMITES
<br />Y320,1
<br />ermite protection shalt be provided b registered termiticides, inctudin soil applied pesticides, baitingsystems, and
<br />PTO
<br />applied to wood, or oth r a� roved methods of termite protection labeled for use as a peventative treatment
<br />to new constructipn (see Section Re?
<br />fe istered Termiticide). Upon, completion of the pplication of the termite protective
<br />tre tNent, a ertificate of com Li sh�. l be issued to the build n d arttmentt tt licensed est ontrol company
<br />con ains the ollowin statement louil�in has received a comp �e�e etpreatment �or t�e preventlion of subterraneany
<br />termites, Treatment in accordance with rubs and laws established by the Florida Department of Agriculture and
<br />Ro3��C ,�,m1er Services.'
<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 />f soil treatment is u ed ,for s bterranean ter ite revention, soil are disc rbed after initial chemical soil treatment shall
<br />e retreated with a c�emical soI treatment, inc�udinc� spaces boxed or ormear
<br />R320.1,3
<br />If soil treatment is used for $ubte ranean termite prevention, space in co c ete floor boxed out or formed for the
<br />subsequent in tall t'on of plumbs raps, d ai s or, any other urRose shade �reatec ty usin,q plastic or metal
<br />ermanenVy placed Forms of suf cient dep h o eliminate any �an ed soil dis ur ance of er mn& chemical soil treatment.
<br />MI20,1,4
<br />6 soil treatment �s used for sbterrarlean tfermite grevertion, �h mically treated soil shall be �rotected with a minim?m
<br />mil vapor retarder o protectagainst r in all dilu ion, f rain al� o urs before va or retar er lacement retrea went
<br />is re �ui d, An work, incudina�lac�ment o reinforcinq steel, done oil er Chem_cal tr atm,gnt until the concrete floor
<br />is goo re shah be done in s manner as to avoid penetrating or is urbirng reate s(
<br />R320.1.5
<br />If soil tr atm nt, is used for s laterranean termite prevention,, co crete overpour or ortar accumulatedd al n the
<br />e t for Round Lion perimeter s�iall be removed prior to exterior c�emical soil treatmen to enhance vertica� penetration
<br />of die chemica�s,
<br />R320,1,6
<br />If soil treatment is used for tsu,bt�rranaermite revention, chemical soil trdeatm nt shall also be a lied under ,all
<br />eAt rior co Gr to or raa wi hin foe (❑30 mm) o thI primag structure si ewal s, lso, a vertical mica( l2 ri r
<br />ali bg �,prliec p�orptt� heeehconi al uct�oicalslocomo e s a in lu�i initial tands��pir)� and irrigation/sprink�er installa�ion.
<br />ny soi is ur e a e pp�e s all be promp y 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 R320.1.1 through R320,1,6 do not apply; however, a signed contract assuring the installation, maintenance and
<br />monitoring of the baiting stem for a minimum of five ears from the issue of the certificate of occupancy shall be
<br />provided to the building oyficial prior to the pouring of' the slab and the system must be installed prior to final building
<br />approval. If the b�itinq sxstlem directions , For p use reque a moni�orinq phase grior to in5,totltation ?f the EF th isle active
<br />cti e
<br />ii redient, the ins allaRio o the monitoring tease components shall k7e deeme to constitute insta lation
<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 safet glazing 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 Class, 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 muttipane assemblies.
<br />Multi -pane assemblies having individual panes not exceeolin 1 square foot (0,09 m 2 ) in exposed ureshall
<br />have at least one pane in the assembly identified in accordance urea shalt with Section R308,1 All other panes in the
<br />assembly shall be labeled ?16 CFR 1201,?
<br />R30e.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 inctucling 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. Glazinqq 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 Z971
<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 FOUNDATION PLAN
<br />4 LINTEL & TRUSS PLAN
<br />5 ELECTRICAL & HVAC
<br />6 ELEVATIONS & WALL_
<br />7 SPECS
<br />8 SPECS
<br />SUBMITTAL DATA
<br />MICHAEL & ROBYN KIRK
<br />S 6423 SILVER OAKS DR
<br />LA __ ZEPHYRHILLS, FL 33542
<br />�5 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLASTC]N DRIVE DADE CITY,ELNRIDA 33525
<br />PHONE: 352-521-0865 FAX:352-521-0867 E-MAIL: dwsflpe@earthhnk, net
<br />SECTIONS
<br />DESIGN PLANS BY RICK
<br />813-765-9793
<br />ENGINEER NOTES
<br />STANDARD NOTES
<br />SCALE DATE
<br />15 APR 2008
<br />DESIGN/DRAWN CHECKED
<br />R. GOLLHARDT D.W.SMITH,P.E.
<br />SHEET OF
<br />1 OF 8
<br />JOB NO,
<br />David W. Smith, P,E, #53609
<br />ENGINEER LICENCE 453608
<br />2008-1
<br />
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