|
. - - -I-- - -
<br />ENGINEER'S MITES:
<br />1, DESIGN WIND SPEED: 140 MPH V,tt/ 108
<br />2, RISK CATEGORY PER Talc�e 1604,5 : II
<br />3, EXPOSURE CATEGORY = #B//
<br />MPH \�,,, 3 sec gust
<br />4, INTERNAL PRESSURE COEFFICIENT = +/- 0.18
<br />5, COMPONENTS & CLADDING DESIGN PRESSURES
<br />(ROOF)
<br />ZONE
<br />1@
<br />10
<br />SQFT
<br />20.3/-32.3
<br />ZONE
<br />2
<br />@
<br />20
<br />SQFT
<br />18,5/-51,7
<br />ZONE
<br />3
<br />@10
<br />SQFT
<br />20.3/-83.1
<br />(WALLS)
<br />ZONE
<br />4
<br />@
<br />20
<br />SQFT
<br />33.7/-36,7
<br />ZONE
<br />5
<br />@
<br />20
<br />SQFT
<br />33,7/-44.0
<br />PER ASCE 7-10:
<br />CODES:
<br />FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2010 EDITION,
<br />E: 5-B
<br />BUILDING CODE REQUIREMENTS FOR REI (ACI 318-02)
<br />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301)
<br />BUILDING CODE REQ
<br />NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION
<br />APA PLYWOOD DESIGN SPECIFICATION
<br />TRADE,
<br />HALL APPLY:
<br />PLUMBIN MECHANICAL, FUEL GA&IENERGY EFFICIENCY, ACCESSIBILITY, AND
<br />LATEST hITION NATIONAL EL EC CAL CODES (NFPA 70),
<br />ORDINACE 92-19 - APPENDIX 'J' TO FBC PLUMBING 2010 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 />IDE OF THE HOME, CPVC IS ALLOWED FOR INTERIOR AND
<br />EXTERIOR USE. THE MINIMUM SIZE SULLY LINE FOR A HOME IS 3/4'.
<br />N CRITERIA
<br />AREAS LIVE 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 f 15 Psf
<br />ING R`HALL COM LY WITH THE 2010 FBC:
<br />1. PORCHES AND BALCONIES - FBC-R CHAPTER 3
<br />2. HANDRAILS - SECTION R311.7,7
<br />3, GUARDRAILS - SECTION R312
<br />F MORE THAN 30- ABOVE GRADE
<br />RAIL. GUARDRAILS MINIMUM OF 36' HIGH FOR
<br />DWELLING UNITS AND SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT
<br />RE CANNOT PASS.
<br />4. STAIRS - SECTION R311.7
<br />5, CHIMNEY & FIREPLACE - FBC-R CHAPTER 10
<br />6. EGRESS WINDOWS - SECTION R311
<br />SS. 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 />OVIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS
<br />INFORMATION WITH THEIR PRODUCTS.
<br />ECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE
<br />BUILDING INSPECTOR,
<br />ALL HURRICANE CLI
<br />ICATIONS. IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER
<br />ENTS. PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS
<br />ORK,
<br />ALL DOORS INTERIOR & EXTERIOR ARE 6'-8' UNLESS OTHERWISE NOTED
<br />ALL WINDOWS WITHIN 24' OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18, OF FLR TO BE TEMPERED
<br />GLASS, (FBC, R308)
<br />ING SHALL BE A MINI
<br />SS THAN 24 INCHES. IF USED FOR STORAGE, ALL ATTICS MUST HAVE AT LEAST 1
<br />RY, ALL ELECTRICAL WIRING INSTALLED
<br />WITHIN 6 FT OF THE A ARD STRIPS, (FBC , R807)
<br />FIRE -STOPPING SH CUT OFF ALL VERTIC
<br />OPENINGS SUCH ASi CONCEALED SPACES IN SOFFITS, DROP CEILING, COVE CEILINGS BETWEEN STAIR
<br />NTS AND PIPES, FII�ESTOPPING, IF OF WOOD,
<br />-INCH NOMIMAL WOOD OR 2 THICKNESS OF 1-INCH NOMINAL WOOD,
<br />HURRICAN CLIPS AR S. IF PLYWOOD OR DSB SHEATHING DOES NOT
<br />OVER TOP PLATE, HURRICANE CLIPS MUST BE COVER BOTH TOP PLATES,
<br />UPLIFT PROTECTIONi PLYWOOD OR OSB COVERING ENTIRE EXTERIOR OF HOME WITH NAILS SPACED 3' D.C. AT
<br />TOP AND BOTTOM, 6 O,C. ON EDGES AND THE REMAINDER AT 12' D.C. OR PLAYWDOD OR OSB AT CORNERS,
<br />R &ING ON EVERY EXTERIOR STUD, CRIPPLE, JACKSTUD ETC, AT TOP AND BOTTOM,
<br />SITE WORK:
<br />FOUNDATION DESIG LOWABLE SOIL PRESSURE OF 2000 PSF, SHOULD FIELD CONDITIONS
<br />INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY
<br />CONTRACTOR. THE S
<br />OPTIMUM DENSITY. AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR)
<br />SOIL COMPACTION T NG CONCRETE,
<br />NEAT EXCAVATED WHERE POSSIBLE WITH
<br />MATERIALS. WHERE NEAT EXCAVATION IS NOT POSSIBLE FOOTINGS EXCAVATED SHALL BE OPEN CUT WITH
<br />RACED. ALL FOOTINGS WITH FOR
<br />TOP OF FOOTING WITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE
<br />MATERIAL REMOVED FACE. PROVIDE SOIL TREATMENT FOR TERMITES
<br />FOUNDATION INSPECTIONS
<br />A FOUNDATION SURV
<br />BUILDING INSPECTORS USE, OR ALL PRO
<br />SETBACKS.
<br />1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS,
<br />RADE SLAB FILL ..... 3000 PSI
<br />MASONARY WALL TIE BEAiqS, TIE COLUMNS ..... 3000 PSI
<br />2, CONCRETE SHALL BE READYMIX PER ASTM C94i
<br />NO CALCIUM CHLORI
<br />AIR ENTRAINING - ASTM C260
<br />WATER REDUCING - A
<br />3, REINFORCING STEED ASTM A615 GRADE 60, DEFORMED BARS
<br />4. REQUIRED SLUMP RANGE - 3' - 5'
<br />5, WELDED WIRE FABRIC - ASTM A185
<br />UBSTITUTED FOR WWF
<br />6, MOISTURE BARRIER: 6 MIL POLYETHYLENE
<br />7.CODES AND STANDARDS1
<br />ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS,'
<br />ACI 305 'RECOMMEN
<br />ACI 318 'BLDG CODE REINF. CONCRETE.'
<br />ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT,'
<br />8. REFORCING BAR COVER,
<br />FOOTINGS 3'
<br />COLUMNS 1 1/2'
<br />BEAMS AND WALLS 1 1/2'
<br />SLABS 3/4' (INTERIOR) 1 112' (EXTERIOR)
<br />9. PROVIDE CORNER BARS AT ALL WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS,
<br />(25' MINIMUM LAP)
<br />10. ALL BUILDING S K, FIBER -MESH CONC OR REINFORCED
<br />WITH 6X6-W1,4 W.W.F. ON 6 MIL VAPOR BARRIER,
<br />'J' BOLTS -USE 5/8'X8' 'J' BOLT WITH 7' ENBEDMENT AND 1' PROJECTION WHEN INSTALLED
<br />ONCRETE, WASHER 3'X3'Xl/8'
<br />S-USE 5/8'X3 112' IMBED AT LOCATIONS IN LIEU OF 5/81X81 'J' BOLTS
<br />X4-1/4' IMBED WITH 2' MIN EDGE DISTANCE
<br />3/4'X7' INBED)
<br />USED IN LIEU OF 5/8'X8' 'J' BOLTS
<br />12, FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSU
<br />COMPACTION, CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN
<br />PECIFIC SOIL CONDITIONS. (REFER TO FBC-R 403 TABLE R40311)
<br />STEMWALL - 20' WIDE X 12' DEEP W/2 #5 REBAR
<br />MONOLITHIC - I STORY (20' DEEP X 12' WIDE), 2 STORY (20' DEEP X 16' WIDE)
<br />FIREPLACE - 12' DE
<br />13,PROVIDE 1/2' EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING
<br />HEATED AREA'S.
<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 C476i
<br />3000 PSI AT 28 DAYS
<br />8' - 11' SLUMP
<br />4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2' FROM MASONRY, THE CLEAR DISTANCE BETWEEN
<br />AN 1'.
<br />5, VERTICAL REINFORCING SHALL BE AT ALL CORNERS S OVER 4 FT. WIDE
<br />GRIDER LOADS, AND NOT TO EXCEED 8'-O' O/C FO� STRAIGHT WALLS, OR AS SHOWN ON THL DRAWINGS.
<br />6. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS
<br />INTO FOOTING AND TIE BEAMS,
<br />7, REINFORCING BARS SHALL BE STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS
<br />E PLANS,
<br />8. REINFORCING BARS SHALL BE LAPPED 25' MIN WHERE SPLICED AND SHALL BE WIRED TOGETHER.
<br />TABLE R301.2123
<br />WIND SPEED CONVERSIONS 0"101c
<br />vul,
<br />100
<br />110
<br />120
<br />130
<br />140
<br />1 150
<br />1 160
<br />1 170
<br />1 190
<br />1 200
<br />Vis.
<br />7BT85
<br />93
<br />. 101
<br />loe
<br />1 116
<br />1 124
<br />1 139
<br />1 147
<br />1 155
<br />l our = o.447 m/s
<br />a, Linear interpolation is permitted.
<br />b- V.rd = nominal desIgn wind speed
<br />c, V,At = ultimate design wind speed determined from Figure R301.2(4)
<br />9, WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED
<br />ZONTAL IN SIX VERTICAL, DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL
<br />ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT,
<br />DS 5'. PROVIDE 4'X4' OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT,
<br />JOINTS. PROVIDE COMPLETE COVERAGE FACE
<br />ING, HORIZONATL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS,
<br />COLUMNS, AND PILA T TO GROUTED CELLS.
<br />12. PROVIDE 8'X8' PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONARY OPENINGS NOT SHOWN TO
<br />BEAM, MINIMUM END BEARING = 8' (MINIMUM CAPICITY OF 1000 PLF.)
<br />CAVITY CAPS, 6- WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC, WHERE REQUIRED
<br />TO RETAIN GROUT IN VERTICAL CELLS.
<br />SPECIFICATIONS, PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE
<br />PROVIDED BY SPECIFIED PROVIDER, ENGINEER OF RECORD MUST PROVIDE IN WRITING
<br />ANY CHANGE IN LINTEL MANUFACTURER, ALL OTHER STRUCTU
<br />MUST SUBMIT DESIGN LOAD INFORMATIO CORD FOR APPROVAL, ENGINEER OF RECORD
<br />RESERVES THE RIGH ROVIDED FOR REVIEW.
<br />CONTRACTOR, AS PROJECT COORDINATO SIBLE FOR INSURING INFORMATION REQUESTED
<br />MITTED 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 OF THE MANUFACTURER'S
<br />ASSOCIATION,
<br />2. ALL LUMBER SHALL BE SOUND E FROM WARP,
<br />3. ALL STRUCTURAL BEAMS AND kEADERS SHALL BE SOUTHERN YELLOW PINE (SYP,) NO. 2 GRADE OR BETTER,
<br />RESSES AS FOLLOWS,
<br />E = 1,600,000 PSI
<br />1% MAXIMUM MOISTU
<br />D BEARING WALLS MAY BE UTILITY GRADE,
<br />4, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHAL TED.
<br />5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH
<br />F,S. TT-W-571 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 />ITH PLYCLIPS. (MAXIMUM 24' D.C.)
<br />ROOFING (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
<br />ASTM D 4869, TYPE 1.
<br />4. SELF-ADHERIN POLYMER MODIFIED BITUMEN SHEET, SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET
<br />ASTM D 1970.
<br />5, FIBERGLASS SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM D
<br />225 OR ASTM D 3462.
<br />6, FASTENERS FOR FIBERGLASS SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COOPER
<br />ROOFING NAILS,
<br />MINIMUM 12 GAUGE (0,105 INCH) SHANK WITH A MINIMUM 3/8 INCH DIAMETER HEAD, OF A LENGTH To
<br />THE CORROSION RES AILS AND SCREWS SHALL MEET ASTM A641, CLASS I OR EQUAL,
<br />THE CORROSION RES
<br />THAN 3/4 INCH THICK THE NAILS SHALL PENETRATE THROUGH THE SHEATHING,
<br />7,FLASHING MADE F CORROSION RESIST
<br />&FIBERGLASS SHINGLES SHALL BE SECURED TO THE ROOF WI
<br />SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS OTHERWISE NOTED
<br />FIBERGLASS SHING WITH ASTM D 3161 (MODIFIED To 110 MPH) bR M-DC PA 107-95.
<br />PROTECTION AGAINST TERMITES
<br />R318
<br />Termite f,crotection shalt be provided by registered termItIcIcIes, Including soil applied ,,Pesticides, baiting systems,
<br />and pes Ides applied to wood, or other app ermite protection la et ed for use as a
<br />preventative treatment to new construction (see Section 202, Registered Termiticicle), Upon completion of the
<br />application of the termite rotective treatment, a certiflcQte of compliance shot[ be Issued to the building
<br />LicenseTpest control compan contains the foL Ing statement, 'The building has received a
<br />sub y L'orweatment Is In accordance with rules and
<br />com t revention of erranean termites,
<br />Lawsp e FLorlga Department of Agriculture and Consumer Services,'
<br />R31811
<br />nean termite prevention, the Initial chemical soil treatment Inside the
<br />foundation perimeter shalt be done after at[ excavation, backfitling and compaction Is complete.
<br />R31812
<br />If soil treatment Is used for subterranean termite prevention, soil area disturbed after Initial chemical soll.
<br />treatment shot[ be retreated with a chemical soil treatment, Including spaces boxed or formed.
<br />R31813
<br />If soil treatment Is used for subterranean termite prevention, space In concrete floors boxed
<br />t Installation of plumbing traps, drains or any other purpose shall be created by using
<br />fLoLstIc or metal permanently placed for's of sufficient depth to ellmlnate any planned soil disturbance after
<br />nitIaL chemlcaL soil treatment.
<br />7. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4' D.C. @ PANEL EDGES, R31814
<br />AND 6' D.C. INTERMEDIATP FOR 1/2' SHEATHING OR LESS. NAILING FOR STRUCTURALLY APPROVED If soil treatment Is used for subterranean termite reventlon, chemlca(L l be protected with I
<br />'�XqELS (1/4'+) SHALL BE 6d COMMON @ 4- D.C. AT PANEL EDGES, AND 6- 11 , C. Pinfall, cillution. If ra
<br />ARCHITECTURAL WALL a minimum 6 mIL vapor retarder to protect against ra �nfal.( occurs before vapor retarder
<br />INTERMEDIATE, placement, retreatment Is required. Any work, Including placement of reinforcing steel, clone after chemical
<br />8. ALL FLOORING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS, FLOOR NAIL treatment until the concrete floor Is poured, shalt be done In such manner as to avoid penetrating or
<br />WITH 10d NAILS AT 3' D.C. AT PANEL EDGES, 6- D.C. IN THE FIELD. STAGGER NAILS AT 2. D.C. AT disturbing treated soil.
<br />OD SHEATHING, R31815
<br />9, INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-O' MAXIMUM. INSTALL BLOCKING IN ALL If soil treatment Is used for subterranean termite prevention, concrete overpour or mortar accumulated
<br />BEARING WALLS AND PARTITIONS OVER 9'-O' @ MID -HEIGHT, BRACE GABLE END WALLS AT 41-O' D.C. along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhoLnce
<br />WHERE WALL FRAMING IS NOT CONTINUOUS FROM FOUNDATION TO ROOF. vertical penetration of the chemicals.
<br />10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION R31816
<br />REQUIREMENTS, ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. If soil treatment Is used for subterranean termite prevention, chemical soil treatments shalt also be applied
<br />11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONGTIE CO, OR under oLLL exterior concrete or grade within 1 foot (305 mm) of the primary structure siclewaLLs, Also, a vertical
<br />EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL, chemIcaL barrier shall be applIed promptly after construction Is completed, IncLuclIng InItIaL Landscaping anci
<br />IrrIgatIon/sprInkLer Installation. Any soil disturbed after the chemlcaL vertical barrier Is app(led shall be
<br />12,PRD%,,'IDE A SINGLE PLATE AT THE BO romptky retreated.
<br />WALLS, STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4'-O'. 2X4 SILL PLATES FOR BEARING �31817
<br />AT A MAXIMUM OF 4'-O' O,C. If a registered termItIclole formulated and registered as a loalt system Is used for subterranean termite
<br />13. LOAD BEARING STUDS SHALL BE DOUB prevention, Sections R32011 through R32016 clo not apptyj however, a signed contract assurIng the Installation,
<br />ROVED ARCHITECTURAL WALL PANEL JOINTS, STUDS SHALL BE TRIPLED AT ALL maintenance and monitoring of the baiting system for a minimum of five years from the Issue of the certificate
<br />CORNERS, of t e provided to the building offIclat prior to the pouring of the slab, and the system must
<br />14, WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS, be Installed lor to flnaL building approval, If the baltIng system directions for use require a monitoring phase
<br />WITH CONTINUOUS 3\4' PLYWOOD FILLE MEMBERS, prior to Ins-ifa"tLation of the -?esticicleacLctivefin�hreecilent, -the Installation of the monitoring phase components
<br />TIMBER MATERIALS: l constitu e install tion o system.
<br />LLOWS,
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES, POST, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE R314.1 Smoke alarms,
<br />Smoke alarms shalt be installed In the following kocationsi
<br />RUCE SPACE 16' D.C.. ALL SPLICES AT TOP PLATE MUST BE 1. In each steeping room. .
<br />MINIMUM 4'-O' AND NAILED 4' D.C. W/ 12d COMMON NAILS. EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2. Outside each separate steeping area in the immediate vicinity of the bedrooms.
<br />112' PLYWOOD OR 7/16' O.S.B. (2-M-W RATING) NAILED WITH Bid NAILS SPACED AT 3' D.C, ALONG ALL 3. On each addition L story of the dwelling, Including basements lout not Including crawl spaces and
<br />HORIZONTAL JOINTS AND EDGES, 6- D.C, ALONG ALL VERTICAL JOINTS AND EDGES AND 12- O,C, ALONG ALL uninhabitalote attcl'cs, In clwetLlngs or dwelling units with split levels and without an Intervening cloor
<br />INTERMEDIATE STUDS. ALL OPENINGS 5`0' WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS adjacent Levels, a smoke atolrm Installed on the upper Level shall suffice for the adjacent
<br />WITH SIMPSON LSTA o Lower Level provIded that the lower Level Is less than one full storr below the upper Level.
<br />FOUNDATION WITH SIMPSON HTT16 TENSION TIE. INTERIOR STUD WALLS TO BE OF 2X4 #2 SPRUCE OR smoke alarm Is required to be installed within an n cliviclual dwelling unit the alarm
<br />BETTER WITH SINGLE 2X4 P.T. PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE WITH STUDS devices shall be Interconnected In such a manner that the actuation of one alarm will activate all of the
<br />SPACED MAXIMUM 24' O,C, WALLS TO HAVE 112' GYPSUM BOARD EACH SIDE I alarms In the Individual unit, The alarm shall Ice clearly audible In all bedrooms over background nolse levels
<br />HAVE MIN R-11 INSULATION. ANCHOR WOOD SHEAR WALLS SEGMENTS TO FhUNDATION WITH SIMPSON LTT20B with all Intervening doors closed. ALI smoke alarms shall be Listed and Installed In accordance with the
<br />TENSION TIE AT EAC WALL SEGMENT INTERSECTION (BUILDING CORNERS). rovislons of this code and the household fire warning equipment provisions of NFPA 72.
<br />�31311 Atterations, repairs and additions,
<br />1. THIS SECTION DEFINES PRE-ENGINNERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND When Interior aLteratlons, repairs or additions re�ulring a permit occur, or when one or more steeping rooms
<br />WOOD TRUSSES'. ed In existing dwellings, the indviclual. dwelling unit shalt be provided with smoke alarms
<br />2. TRUSS LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY. TRUSS MANUFACTURER AND/OR ENGINEER SHALL Located as required for new olweLLingsi the smoke alarms shalt be interconnected and hard wired.
<br />Exceptions,
<br />APPROVAL. 1. Smoke alarms In existing areas shall not be required to be Interconnected and hard wired where the
<br />3. THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY alterations or repairs do not result In the removal of Interior wall or ceiling finishes exposing the
<br />structure, unless -there Is an attic, crawl space, or basement available which could provide access for harci
<br />OR EQUIVALENT, wiring and Interconnection without the removal of interior finishes.
<br />4, WOOD TRUSS MEMBERS AND CONNECTORS SHALL BE DESIGNED FOR ALL LOADS, LIVE, DEAD AND 2, Re m
<br />,nIrs to the exterior surfaces of clweLLIngs are exempt from the require ents of this section,
<br />DS, PLUS WIND LOADS IN ACCORDANCE WITH THE FBC SEC, 1606. R314 Power source,
<br />5. REFER TO THE FLO In new construction, the required smoke alarms shall receive their primary power from the building wiring
<br />SPECIFICALLY ADD when such wiring is served from a commercial source, and when primary power Is Interrupted, shall receive
<br />CEILING VAULT DETAILS, ry. Wiring shall be permanent and without a disconnecting switch other than those
<br />6. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING required for overcurrent protection. Smoke alarms shalt Ice permitted to loe battery operated when
<br />INFORMATION: Instalted In buildings without commercial power or In buildings that undergo alterations, repairs or additions
<br />A. SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF WOOD TRUSSES, regulated by Section R313.1.1,
<br />B. ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST 1 -1032 Detai(s, pitans and specifications.
<br />BE CONSIDERED. Plans and specifications shall be submitted with each application for a building permit, Energy code
<br />C. ADJUSTMENTS TO ALLOWABLE VALUES, calculations shall loe made a part of the p�ans and specifications of the building, The loulLoling offIcIal shall
<br />D, REACTIVATE FORCES AND THEIR LOCATIONS. rh0q.uire, subject to the exceptions in Section 481,229, Florida Statutes, and Section 471.003, -Florida Statutes,
<br />E. BEARING TYPE AND MINIMUM BEARING LENGTH, t t plans and specifications be prepared by an engineer or architect Licensed to practice In the state of
<br />F. DEFLECTIONS Florida, The plans and s ecifIcations, including the energy code calculations, shall, show, in sufficient detail,
<br />G. METAL CONNECTOR PLATE, TYPE, GAUGE, SIZE, AND LOCATION. all pertinent clato, QncI features of the building and the equipment and systems as herein governed Including,
<br />H. LUMBER SIZE SPECIES GRADE AND MOISTURE CONTENT. lout not Limited to: design criteria, exterior envelope component materIaLs, U-values of the envelope systems,
<br />I. LOCATION ANh CONNECYION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. R-vaLues of Insulating materials, size and type of apparatus and e
<br />t�ulpment, equipment and systems controls
<br />J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD, other pertinent clatc, to Indicate conformance with the requiremen s of the cocle.
<br />K. WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES.
<br />L. VALLEY SETS FOR OVER -BUILD CONDITIONS, NFIP 44 CFR 60,3.c,5
<br />7. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROOF), SPAN/460 (FLOOR), AND LIMIT TOTAL LOAD ALL foundation watts and other exterior watts below the loolse flood elevation (BFE) shalt be designed to
<br />AN/240 (ROOF), SPAN/360 (FLOOR) UNLESS SPECIFICALLY NOTED OTHERWISE. rectucle finished living space and designed to have openi s to allow unimpeded movement of flood water,
<br />8,FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS. 5dro- n and construction must comply wlthnl�FIP 44 CFR 60.3.c,5, Note: There should be a
<br />9. WOOD TRUSSES SHALL BE DESIGNED SO THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON THE M ni nPnsgs each, on two seperate watts. (1 square Inch for every square foot, please provide
<br />AL LOADS, NO SLIP CONNECTIONS ARE ALLOWED UNLESS calculations on plans for the required arecL,) Any additional questions, please consult the Local Officials
<br />OTHERWISE NOTED, CONTACT CONTRACTOR AS REQUIRED, Guide to Implementing the National Flood Insurance Program in Florida pages 5-16.
<br />WIND, WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN Brick veneer must be Installed In compliance with the requirements of FITC Residential section R703,72A
<br />GS, New to existing connection cletall, Is required and must comply with the requirements of FBC ResiclentIaL 2010
<br />ACING OF 10' D.C, UNLESS Section R602 or R606,
<br />NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE GLAZING SECTION R308
<br />OTHER END, OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 R308.1 Identification.
<br />(ROOF), 2 X 6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG, WITH 2- 16d NAILS AT Except as Indicated In Section R308.1.1 , each pane ofuVLazlng Installed In hazardous locations as
<br />CTIONS, clefined in Section R308,4 shall be provided with a main acturer?s or instatter?s Label, cle,11%no.tin the
<br />12.CROSS BRACING IS REQUIRED AT MINIMUM 10' D.C, UNLESS NOTED OTHERWISE, LOCATE CROSS BRACING AT t�pe and thickness of' glass and thebsafet glazing standard with which It complies, which v sIgLe in
<br />CHORD BRACING, INSTALL CROSS BRACI T 20' D.C. ALONG t e final installation. The label shalt e aciW etchecT, sandblasted, ceramic -fired, embossed mark, or
<br />ATERAL BRACING, CROSS BRACING IS AC ACHING DIAGONAL lt hich once applied cannot be removed without being destroyed,
<br />WEB BRACING TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS, SLOPE CROSS Exceptions:
<br />BRACING IN OPPOSITE DIRECTIONS AIR A 1, For other than tempered glass, Labels may be omitted provided the building official approves the
<br />MINIMUM OF 2X4 GRA ECTION. use 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 (abet,
<br />14,HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH IHIB-911, R30811 Identification of' muLtIpane assemblies,
<br />UTE. Multi- ane assemblies having Individual, panes not exceeding I square foot (0,09 m 2 ) In exposed area
<br />shalt Phav e at Least one pane In the assembly Identified In a ccordan ce with Section R308,1 , ALL other
<br />anes in the assembly shalt be Labeled 716 CFR 1201.1
<br />16.ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG -TIE OR APPROVED �308,2 Louvered windows or Jalousles, . I
<br />ACTURER, ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE Regular, float, wired or patterned glass in jatousles and louvered windows shall be no thinner than
<br />MANUFACTURER. nominat 3 / 16 inch (4,76 mm) and no Longer -than 48 inches (1219 mm), Exposed glass edges shall
<br />be smooth.
<br />RUSSES. R308,21 Wired glass prohibited,
<br />18.PILING OF PLYWOOD ON WOOD TRUSSES IS NOT ALLOWED. Wired ass with wire e osed on Longitudinal edges shall not be used in jalousies or Louvered windows,
<br />. ay
<br />19.INSTALLATION OF BROKEN DAMAGED WARPED OR IMPROPERLY REPAIRED WOOD TRUSSES IS NOT ALLOWED. R308,3 Yiuman impact to S.
<br />'ALTERATIbNS [IF WO LLOWED, Incilviclua! glazed areas Including glass mirrors In hazardous Locations such as those Indicated as
<br />defined in Section R308,4 shalt pass the test repourirements of CPSC 16 CFR, Part 1201, Gtazln� shall
<br />DIAPHRAGM, com Ly with the CPSC 16 CFR, Part 1201 criteria gory II as indicated n
<br />22,WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED. DO NOT PULL ToLbfeL R308.3 .
<br />DOWN TO INTERIOR BEARINGS, Exceptions,
<br />23.SUBMITTALS, ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED STRUCTURAL ENGINEER 1, Polished wired glass for use in fire doors and other fire resistant Locations shalt comply with
<br />OR REVIEW PRIOR
<br />ICATION, 2. Louvered windows and jaLousles shall comply with Section R308.2 .
<br />A. SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF TRUSS WITH
<br />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 />THE CLIENT UNDERS IGNER CARRIES NO LIABILITY INSURANCE AND
<br />DEMNITY AND DEFEND DESIGNER FROM ALL
<br />CLAIMS, LOSSES AND EXPENSES (INCLUbING REASL(NABLE ATTORNEY FEES) ARISING OUT
<br />OM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO
<br />PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE
<br />DESIGNDER WILL NOT BE LIABLE FOR COS TION.
<br />BUILDING CIINSTRUCIIIN N11TES
<br />1. THIS SINGLE FAMILY DWELLING IS TO 2010 FBC (FLORIDA BUILDING CODE) TYPE CONSTRUCTION REQUIREMENTS,
<br />CONSTRUCTION SHA E AGENCIES,
<br />2. ALL OPENINGS AROUND WALLS, PARTITIONS, PIPES, DUCTStICONDUIT
<br />YPE FOR APPLICA ON,
<br />3. PAINTING, ALL SURFACES SHALL BE PROPERLY PREPARED AND CURED To MANUFACTURER'S
<br />INSTRUCTION PRIOR TO PAINTING. PAINT SHALL BE 'FIRST LINE' PRODUCED BY PORTER, SHERWIN
<br />WILLIAMS, OR EQUAL WITH COLORS SELECTED BY THE OWNER, ALL PAINTED SURFACES SHALL BE
<br />PAINTED WITH MATERIALS APPROPRIATE FOR THE APPLICATION IN A WORKMANSHIP MANNER To THE
<br />ER'S INSTRUCTION,
<br />4. CAULK ALL EXPOSED JOINTS, CLEAN PRIME, CAULK AND SEAL ALL JOINTS BETWEEN DOOR AND
<br />WINDOW FRAMES WITH DOW CORNING StLICON [IF TYPE FOR APPLICATION OR EQUAL, USE FOAM
<br />QUIRED AT WIDE JOINTS, USE ACOUSTICAL FOAM SffALANTS BY DAP OR TREMCO, OR EQUAL
<br />APPLICATIONS AT OPENINGS OR CRACKS,
<br />5, ENERGY CODE - THESE PLANS WHERE DESIGNED WITH COMMON DESIGN PRACTICES. HOWEVER, THIS DOES NOT
<br />NS SHALL BE REVIEW
<br />PASS THE 'FLORIDA ENERGY CODE' OR RECOMMENDATIONS FR
<br />QUIREMENTS,
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<br />I Ptvw-,d sheathing' ' � ' inch d-k., le. .h.0 be.pplied .ith long dinne-i- -. suds.
<br />I Th-plV ph-od pariah; shall be .ppl,ad Ad, long dimension across stud.
<br />TABLE 602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINI -
<br />GRADE
<br />THICKNESS
<br />(indsm)
<br />MAXIMUM SM SPACING
<br />� (eich")
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<br />. This table is only applicable to the use of particleboard that is not -P.-,n the ,either and .h.re the long daii-i.ii .fth. paral mp"I.l or
<br />perpendicular to the studs.
<br />TABLE 602,3(5) MAXIMM STUD SPACING (inches)
<br />STUD SIZE
<br />SUPPORTINC Flo"ASO
<br />OEVANG ONLY
<br />SUPPORTING ONE FLOM
<br />ROOFARPCEAM
<br />SUPPORTING TWO FLOORS
<br />ROOF aNWO"O
<br />SUPPORTING ow FLOOR
<br />ONLY ,
<br />2.4
<br />2'r
<br />16
<br />.
<br />-
<br />2'r
<br />3-4
<br />-
<br />24'
<br />:4:
<br />16
<br />24
<br />., �
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<br />-
<br />21,
<br />-
<br />24
<br />1
<br />1 216
<br />24
<br />1 2
<br />i N i
<br />16
<br />1 24 _J
<br />ForSlt Iaich=25.4mm.
<br />. Shall be reduced W 16 Inches Where Wity, grade muds are usec.
<br />TABLE 602.7 MAXIMUM SPANS FOR HEADERS LOCATED OVER OPENINGS IN VdALLS (fiaet)
<br />F� Sh I irich = 25,41 rrin% 1 foot = 304,8 -
<br />. N.�,�W4-.-h-t�k-�i�gi�h�.d-.h.0b.w,,itt.dt.be.�b.btLAedF.,d-bi.�-�l.ers
<br />b Spersare based on tic. 2 Grade lurnk-th 1�fod tribLiary floor and rod loads.
<br />I hereby certify that I have reviewed this p�an and found it to
<br />be in comp(lance with ASCE 7-10 and the? F(orida Bui(ding Code 2010 edition
<br />David W. Smith, P,E. #53608
<br />TABLE R301.2.1.2
<br />WTND-BrIRNF nFRRTR PpnTFr.TTnN FAIRTFNTKir. ,zi-1,4r"niii P7 Prip \./nnn 1ZTl?llrTllPAl PAMr-1 Ta"O'Cld
<br />FASTENER SPACING
<br />(In.) a,b
<br />Panel span
<br />< 4 foot
<br />panel span
<br />< 6 foot
<br />panel span
<br />f
<br />d anchor with
<br />16
<br />10
<br />8
<br />2-Inch embedment Length.
<br />#10 wood screw based anchor with
<br />16
<br />12
<br />9
<br />2-Inch embedment Length.
<br />1/4-Inch Lag screw based anchor
<br />16
<br />16
<br />16
<br />IwIth 2-Inch embedment length.
<br />.
<br />For SD 1 Inch = 25.4 mm, I foot = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s
<br />a. This table Is based on Va.,,as determined In accordance with Section R301.213 of
<br />ot mean roof hel,ght.
<br />b. Fasteners shaLl be installed at opposng ends of -the wood structual pariet. Fasteners
<br />S haL( be Located a minimum of I -Inch from the edge of the panet.
<br />C. ou h the exterior wall covering with an embedment length
<br />g
<br />of 2 Inches minimum Into the loultollng frame. Fasteners shalt be Located a minimum of
<br />2 1/2 Inches f rom the edge of concrete block or concrete,
<br />d, Where panels are attached to masonry or masonry/stucco, they shall be attached using
<br />vibratlon resistant anchors having minimum ultimate withdrawal capacity of 1500 pounds.
<br />NGINEERING
<br />D03 QualTficaborts for practice; eocemptions. --
<br />fZ) The follo.in g persons are riot required to be I icensed under the provisions of this cWter as a 0 oensed en 0 nee r:
<br />ih) Any electrical, pumbmg, air-conditioning, ormecInanicai contracisirwhose practice includes the design mid fabrication ofetectrical,
<br />pium tRng, w r-ocinditicning, or m echwical systems, respectively, which she or he installs by virtue of a I kerse issued under chap ter 499, under
<br />part I of chapter 553, of under my special act or ortgniince when working on any construction project -hich:
<br />1. Requires an eiectm-9 or pLumbing or air-concfit�oiimg mid refrigeration system with a value of S125,00D or less; and
<br />lleQuires an aggregate service capacity of 600 amperes (240 volts) or less on a residential electrical system or 800 amperes (240 volts) or
<br />on a commercial or industrial electric& system;
<br />Requires a piumbbig system with fewer thm 250 fbtture umts� or
<br />Requires a heating, ventitatkmi. and air-coWitioning system not to exceed a 15-ton-per-system capacity, or if the project is designed to
<br />ommodate 100 or fevver persoins.
<br />�J mja� Ct4\S1r(,cC�(,,j,
<br />Tapk,c�k2)
<br />67qo) �142) 67(tqj &?�k,,(a741666750
<br />&,S,5tV6)-0>64
<br />[:�C)4 / C-ci lb -- h� C, / T-
<br />REVIEW DATE_b I_X - ( � -_
<br />CITY OF ZEPHYRH ILLS
<br />PLANS EXAMINER�_� �)
<br />HU1LDjNuG %MLL CON9LY WITH
<br />ALL APPLICA4LE BUILDING,
<br />ELECMCAL, PLUMBING AND
<br />,MECH.kNICAL CODES.
<br />PARCEL:
<br />INDEX OF DRAWINGS
<br />1
<br />COVER
<br />�2
<br />3
<br />4
<br />LINTEL PLAN
<br />5
<br />6
<br />DETAILS
<br />7
<br />ELEVATIONS
<br />8
<br />9
<br />10
<br />HVACPLAN
<br />DRIFTWOOD OF ZEPHYRHILLS
<br />ZEPHYRHILLS, FL 33542
<br />D.W.SMITH,M.S.,P.E.#53608
<br />PROJECTS ENCINEERINC CONSULTANT
<br />865 FAX; 352-521-0867 E-MA IL: dwsf I peRearth I I nk. net
<br />- -
<br />ON OF FLORIDA,INC
<br />RICK GOLLHARDT - DRAFTSMAN
<br />813-781-3651
<br />rgollhardt@tampabay.rr.com
<br />ENGINEER'S NOTES - [ SHEET OF
<br />1 OF 10
<br />SCALE I DATE I JOB NO.
<br />1 5 JUN 201 5_
<br />2015-49
<br />R. GOLLHARDT D. W. S.
<br />ENGINEER LICENCE
<br />
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