|
ENGINEER'S NOTES:
<br />1, DESIGN WIND SPEED; 140 MPH VI,Lt/ 108 MPH \�sd, 3 sec gust
<br />2. RISK CATEGORY PER Table 1604,5 i II
<br />3, EXPOSURE CATEGORY = #B#
<br />4, INTERNAL PRESSURE COEFFICIENT - +/- 0AB (ENCLOSED BLDG)
<br />5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-101
<br />(ROOF)
<br />ZONE 1b: +11,4/-19,4
<br />4 ZONE 2a: +12,5/-34,7
<br />ZONE 3a: +12.5-51l3
<br />h (WALLS)
<br />ZONE 41c: +20,8/-22,6
<br />ZONE 51c: +20,8/-27.2
<br />CODES1
<br />FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 5TH EDITION 2014
<br />E, 5-B
<br />BUILDING CODE. REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
<br />SPECIFICATIONS F (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 />PLUMBING�D MECHANICAL, FUEL GAS ENERGY EFFICIENCY ACCESSIBILITY, AND
<br />LATEST ITION NATI ODES (NFPA _/0),
<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 />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 I
<br />TILE ROOF 25 sf 15 psf
<br />THE FOLLOWING C E 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 />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 />4, STAIRS -, SECTION R311.7
<br />5, CHIMNEY & FIREPLACE - FBC-R CHAPTER 10
<br />6, EGRESS WINDOWS - SECTION R311
<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 />IDE INSTALLATION 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 CLIPS STRAPS AND FAST LIED ACCORDING TO THE FASTENERS
<br />ICATIONS, IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER
<br />ONNECTORS SHOWN.
<br />CONNECTED COMPONENTS. 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 />LIGHT INSTALLED T L WIRING INSTALLED
<br />ARD STRIPS, (FBC , R807)
<br />FIRE -STOPPING SHALL BE PROVIDED TO CUT OFF ALL VERTIC
<br />OPENINGS SUCH ASi CONCEALED SPACES IN SOFFITS, DROP CEILING, COVE CEILINGS, BETWEEN STAIR
<br />NTS AND PIPES, FIRESTOPPING, IF OF WOOD,
<br />-INCH NOMIMAL WOOD OR 2 THICKNESS, [IF I -INCH NOMINAL WOOD,
<br />HURRICAN CLIPS AR S, IF PLYWOOD OR OSB SHEATHING DOES NOT
<br />OVER TOP PLATE HURRICANE CLIPS MUST BE COVER _BOTH TOP PLATES.
<br />UPLIFT PROTECTIbNi PLYWOOD OR OSB COVERING ENTIRE EXTERIOR OF HOME WITH NAILS SPACED 3, O'C. AT
<br />TOP AND BOTTOM, 6' D.C. ON EDGES AND THE REMAINDER AT 12- D.C. OR PLAYWOOD OR OSB AT CORNERS,
<br />WITH HURRICANE STRAPING ON EVERY EXTERIOR STUD, CRIPPLE, JACKSTUD ETC, AT TOP AND BOTTOM.
<br />SITE WORK:
<br />FOUNDATION DESIGN IS BASED ON ALL ALLOWABLE SOIL PRESSURE OF 2000 PSF. SHOULD FIELD CONDITIONS
<br />INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY
<br />CONTRACTOR. THE SUBGRADE UNDER THE
<br />OPTIMUM DENSITY. AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR)
<br />SOIL COMPACTION T LAB PRIOR TO POURING CONCRETE.
<br />ERE POSSIBLE, WITH SIDES AND TOP EDGE
<br />MATERIALS, WHERE NEAT EXCAVATION IS NOT POSSIBLE, FOOTINGS EXCAVATED SHALL BE OPEN CUT WITH
<br />RACED. ALL FOOTINGS WITH FORMED EDG
<br />TOP OF FOOTING WITH SELECT FILL, THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE
<br />MATERIAL REMOVED FOR AN ESSENTIALL FACE, PROVIDE SOIL TREATMENT FOR TERMITES.
<br />FOUNDATION INSPECTIONS
<br />A FOUNDATION SURV O
<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 .... �30100 PSI
<br />MASONARY WALL TIE BEAF4S, TIE COLUMNS ..... 3000 PSI
<br />2, CONCRETE SHALL BE READYMIX PER ASTM C94i
<br />NO CALCIUM CHLORIDE
<br />AIR ENTRAINING - ASTM C260 I
<br />3. REINFORCING STEELi 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 TING.'
<br />I ACI 318 'BLDG CODE REQUIREMENTS FOR REINF. CONCRETE,'
<br />ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT,'
<br />8. REFORCING BAR COVER1
<br />FOOTINGS 3'
<br />COLUMNS I 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 HORIZONTAL BARS,
<br />(25' MINIMUM LAP)
<br />10. ALL BUILDING S BE NOMINAL 4' THICK, FIBER -MESH CONC OR REINFORCED
<br />WITH 6X6-W1.4 W,W.F. ON 6 MIL VAPOR BARRIER.
<br />11, ANCHOR BOLTS FOR WOOD PLATED TO CONCRETE OR MASONRYj
<br />'J' BOLTS -USE 5/8'X8' 'J' BOLT WITH 7' ENBEDMENT AND I' PRDJECTION WHEN INSTALLED
<br />PRIOR TO PLACING CONCRETE,, WASHER 3'X3'Xl/8'
<br />S-USE 5/8'X3 1/2' 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 />Y 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 RE TINGS 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 />NG IN EXTERIOR OR UNHEATED AREA'S,
<br />MASONRY WALLSi
<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 C4761
<br />3000 PSI AT 28 DAYS
<br />3/8' MAXIMUM AGGR
<br />8' - 11' SLUMP
<br />4, BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2' FROM MASONRY, THE CLEAR DISTANCE BETWEEN
<br />HAN 1'.
<br />5. VERTICAL REINFORCING SHALL BE AT ALL CORNERS S OVER 4 FT WIDE UNDER ALL
<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 />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 />11, PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE
<br />ING HORIZONATL AND VERTICAL, FULLY MORTAR WEDS IN ALL COURSES OF PIERS,
<br />COLUMNS, AND PIL
<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, I
<br />SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE
<br />LOAD INFORMATION PROVIDED BY SPECIFIED PROVIDER, ENGINEER OF RECORD MUST PROVIDE IN WRITING
<br />EL MANUFACTURER.
<br />MUST SUBMIT DESIGN LOAD INFORMATIO CORD FOR APPROVAL, ENGINEER OF RECORD
<br />RESERVES THE RIGH
<br />CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED
<br />B LY 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. 1
<br />2. ALL LUMBER SHALL BE SOUND SEASONED, AND FREE FROM WARP, .
<br />3. ALL STRUCTURAL BEAMS AND �EADERS SHALL BE SOUTHERN YELLOW PINE (SYP,) NO. 2 GRADE OR BETTER,
<br />WITH SINGLE MEMBE RESSES AS FOLLOWS1
<br />E = 1,600,000 PSI
<br />1% MAXIMUM MOISTU I
<br />INE-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
<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' O,C.)
<br />ROOFING (FIBERGLASS SHINGLES)
<br />L THE INSTALLATION OF FIBERGLASS SHINGLES SHALL COMPLY WITH THE PROVISIONS OF FIRC 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 />TE ROOF SHEATHING,
<br />THE CORROSION RES AILS AND SCREWS SHALL MEET ASTIVI A641, CLASS I OR EQUAL,
<br />THE CORROSION RES
<br />THAN 3/4 INCH THICK THE NAILS SHALL P THE SHEATHING.
<br />7, FLASHING MADE FROM M�TAL SHALL 13E CORROSION RESIST
<br />8, FIBERGLASS SHINGLES SHALL BE SECURED TO THE ROOF WI
<br />SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACHMENT OF
<br />FIBERGLASS SHING WITH ASTM D 3161 (MODIFIED TO 110 MPH) hR M-DC PA 107-95.
<br />PROTECTION AGAINST TERMITES
<br />R318
<br />Termite protection shall. be provided by registered termItIcides, Including soil a plied pesticides, loalting systems,
<br />f
<br />and pesticides applied to wood, or other approved methods of termite protec Ion Labeled for use as a
<br />preventative treatment to new construction (see Section 202, Registered Termiticlole). Upon completion of the
<br />application of the termite protective treatment, a certificate of compliance shall Ice Issued to the building
<br />Licensed pest control company contains the follow Ing statementi 'The building has received a
<br />*com Treat
<br />tawpLete treatment for the prevention of subterranean termites, ment Is In accordance with rules and
<br />s li e Florida Department of Agriculture and Consumer Services.'
<br />R31811
<br />l nean -termite prevention, the Initial. chemical soil treatment inside the
<br />foundation perimeter shall be done after all excavation, backfILLIng and compaction Is complete,
<br />R31812
<br />If soll. treatment is used for subterranean termite prevention, soil area disturbed after Initial chemical soil
<br />treatment shall be retreated with a chemical soil treatment, Including spaces boxed or formed,
<br />R31813
<br />If soll, treatment Is used for subterranean termite prevention, space In concrete floors boxed out or formed
<br />t installation of plumbing traps, drains or any other purpose shall be created by using
<br />Ic or metal ermanentLy placed forms of sufficient depth to eliminate any planned soil disturbance after
<br />frLlotslat chemical sort
<br />BUILDING CONSTRUCION NOTES
<br />1, THIS SINGLE FAMILY DWELLING IS TO 2010 FBC (FLORIDA BUILDING CODE) TYPE CONSTRUCTION REQUIREMENTS,
<br />E AGENCIES.
<br />2. ALL OPENINGS AROUND WALLSAN PARTITIONS, PIPES, DUCTS, CONDUITS ETC., SHALL BE SEALED FULLY
<br />WITH SEAL ICATION,
<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 />PAINT MANUFACTURER'S INSTRUCTION,
<br />4. CAULK ALL EXPOSED JOINTS, CLEAN, PRIME, CAULK AND SEAL ALL JOINTS BETWEEN DOOR AND
<br />WINDOW FRAMES WITH DOW CORNING SILICON OF TYPE FOR APPLICATION OR EQUAL, USE FOAM
<br />QUIRED AT WIDE JOINTS, USE ACOUSTICAL FOAM SffALANTS BY DAP OR TREMCO, OR EQUAL
<br />AT SOUND PROOFING APPLICATIONS AT OPENINGS OR CRACKS,
<br />5. ENERGY CODE - THESE PLANS WHERE DESIGNED WITH COMMON DESIGN PRACTICES, HOWEVER, THIS DOES NOT
<br />HE 'FLORIDA ENERG NS SHALL BE REVIEW
<br />PASS THE 'FLORIDA ENERGY CODE, OR RECOMMENDATIONS FR
<br />QUIREMENTS,
<br />3"rt to "ll or girder, to, ,,it
<br />3-ad
<br />-
<br />I" - 6 subficor or ass to lach joiet, f- nail
<br />2-
<br />2 _PJ, IW long
<br />-
<br />-
<br />-
<br />2 �Ibfl ... to iod or ,,do,, bl,,d and fao, -I
<br />2-1ad
<br />-
<br />side pl- to j,i,t or bl,olo,g, em nail
<br />16d
<br />16 o...
<br />Top or �.I. ,i,ita to ,tod, and nail
<br />2-16d
<br />-
<br />Stod to so. plate, to. noil
<br />3-6d or 2-16d
<br />-
<br />-
<br />Doubla, ,too,, f rail
<br />tod
<br />2,r ..r.
<br />Drobl. top d-, rate, rail
<br />v0d
<br />24' ....
<br />D,,bl, top pletoo, minimum 46-in;:,ot ,f,,d irnt� f- rail in Wpad
<br />4-10d
<br />-
<br />.
<br />Top pl-, lep� at ... and bt-di-,, f- 4
<br />2-1od
<br />-
<br />B,ilt-.p head.,, t.. Pieces �ith W op-
<br />16d
<br />-
<br />16r .... .1hr, .on ad,.
<br />Conoir..d heads, t Pis—
<br />16d
<br />-
<br />IF ,.,. ,long mch edge
<br />-
<br />ceiling joists to plate, We nail
<br />3-ad
<br />-
<br />-
<br />continuous headerto md, we-1
<br />o-5d
<br />-
<br />ceiling put, l,p, over partitions, fooe nail
<br />3-iod
<br />-
<br />C.ilino j.,A to p ... llol .ftol, fa. nail
<br />3-10d
<br />-
<br />Reiter to plate, too rail
<br />2-16d
<br />-
<br />r, b to ,,,h 5tud "d p4te, f.. nail
<br />2 Iteol I-8d
<br />,�, 1%, long
<br />-
<br />-
<br />T' - V sheathing to each bearing, face nail
<br />2-ad
<br />? .xiP., 1W Ion,
<br />-
<br />-
<br />__
<br />1'. in shoathol, to earn hearng, face raill
<br />-
<br />3 -pl 2, 1%" long
<br />-
<br />-
<br />wicar then r . B sheath ing to each olvving, f-oa nail
<br />____ - ___ ____ -
<br />3-tid
<br />o ritapill ,tsi- long
<br />-
<br />-
<br />Built-up corme, ds
<br />IOd
<br />-
<br />2T O.C.
<br />15,it-or, ,ird.ors and be-,, 2-ih b., Wry-
<br />-
<br />Laid
<br />Nail .Th L.y.r a' f.11-
<br />31 I A top and b-in
<br />and ,tagg.red. Two 4 at
<br />ends and A sach 5pli,,.
<br />T plkrk�
<br />.
<br />2-t6d
<br />-
<br />. a.rh b,a,iN
<br />Roof rafters to note, -11., or Hp naft
<br />t. rtil
<br />f -I
<br />4-16d
<br />3-16d
<br />-
<br />-
<br />I
<br />I R after tia, to 'aft- fou,
<br />_ 3-ad
<br />- -
<br />I
<br />7, NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8ol COMMONS @ 4' D.C. @ PANEL EDGES,
<br />R31814 .
<br />I
<br />AND 6' O,C, INTERMEDIATE FOR 1/2' SHEATHING DR LESS. NAILING FOR STRUCTURALLY APPROVED
<br />rod - PANEL EDGES, AND 6- 0 C.
<br />If soil treatment Is used for subterranean termite revention, chemlccilt� treated solL shall be protected with
<br />p
<br />ARCHITECTURAL WALL PAqELS (1/4'+) SHALL BE COMMON @ 4 O.C. AT .
<br />INTERMEDIATE.
<br />n
<br />a minimum 6 mIL vap tect against rainfall dilution. If ra fall occurs before vapor retarder
<br />retreatment Is required, Any work, Including placement of reinforcing steel, done after chemical.
<br />8. ALL FLOORING MATERIAL TO BE 3/4' T&C PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS, FLOOR NAIL
<br />�Lacement,
<br />reatment until the concrete floor Is poured, shalt be clone In such manner as to avold penetrating or
<br />WITH 10ol NAILS AT 3' D,C, AT PANEL EDGES, 6- D.C, IN THE FIELD. STAGGER NAILS AT 2- O'C' AT
<br />disturbing treated soil.
<br />OD SHEATHING,
<br />R31815
<br />9, INSTALL BRIDGING IN ALL (2X) FLOOR DR ROOF JOISTS AT 8'-O' MAXIMUM, INSTALL BLOCKING IN ALL
<br />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 41-01 D.C,
<br />along the exterior foundation perimeter shalt be removed prior to exterior chemical soil treatment, to enhance
<br />WHERE WALL FRAMING IS NOT CONTINUOUS FROM FOUNDATION TO ROOF,
<br />vertical penetration of the chemicals.
<br />10, ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
<br />R31816
<br />REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
<br />If soil treatment Is used for subterranean termite prevention, chemical soft treatments shall also be appLlecl
<br />N STRONGTIE CO, OR
<br />under all. exterior concrete or grade within 1 foot (305 mm) of the primary structure sIdelli Also, a vertical
<br />EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL.
<br />chemical barrier shalt Ice a� tied promptly after construction Is completed, Including Initial, Landscaping oLnel
<br />Ion.
<br />Irrigation/sprinkLer Instatta Any soil disturbed after the chemical. vertical barrier Is applied shaLL be
<br />12.PROVIDE A SINGLE PLATE AT THE BOT
<br />retreated.
<br />WALLS, STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4'-O'. 2X4 SILL PLATES FOR BEARING
<br />gmptLy
<br />318.1.7 .
<br />AT A MAXIMUM OF 4'-O' D.C.
<br />If a registered termIticIde formulated and registered as a balt system Is used for subterranean termite
<br />preventTon, Sections R32011 through R32016 do not appLyi however, a signed contract assuring the Installation,
<br />NTS. STUDS SHALL BE TRIPLED AT ALL
<br />maintenance and monitoring of the baiting system for a minimum of five years from the Issue of the certificate
<br />CORNERS,
<br />14. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 H ANS,
<br />\4' PLYWOOD FILLE MEMBERS.
<br />of occupancy shall Ice provided to the loultollng official. prior to the pouring of the slab, and the system must
<br />be InstatLed prior to final. bultolln l alting system directions for use require a monitoring phase
<br />'5c1clecLactIvefingreecilent, the Installation of the monitoring phase components
<br />prior to InstaLLation of thetpest
<br />TIMBER MATERIALS:
<br />e
<br />ll constitu Install, tlon o system.
<br />ALL TIMBERS MATER LLOWS1
<br />O
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES, POST, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE
<br />R314.1 Smoke alarms.
<br />RIOR AND INTERIOR
<br />Smoke alarms shalt be Installed In the following Locations: I
<br />RUCE SPACE 16' D.C., ALL SPLICES AT TOP PLATE MUST BE
<br />1. In each steeping room, I - .
<br />MINIMUM 4'-O' AND NAILED 4' D.C. W/ 12cl COMMON NAILS. EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
<br />OR 7/16' O.S.B. (2-M-W RATING) NAILED WITH Bol NAILS SPACED AT 3' D.C. ALONG ALL
<br />. .
<br />2. Outside each separate steeping area in the immediate vicinity of the bedrooms.
<br />1/2' PLYWOOD
<br />HORIZONTAL JOINTS AND EDGES 6' O,C, ALONG ALL VERTICAL JOINTS AND EDGES AND 12' O,C. ALONG ALL
<br />3, On each additional. story of the dwelling, including basements lout not incLuclin 1,
<br />craw spa
<br />DS. OPrININGS 5'-0- WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS
<br />u�
<br />uninhabitable attics. In dwellings or dwelling units with split Levels and witho an Intervening door
<br />ALL
<br />adjacent
<br />Levels, a smoke alarm InstatLed on the upper Level shcLLL suffice for the adjacent
<br />WITH SIMPSON LSTA o
<br />Lower Level, pro\ildecl
<br />that the tower Level Is less than one full. story below the upper level,
<br />FOUNDATION WITH SIMPSON HTT16 TENSION TIE, INTERIOR STUD WALLS TO BE OF 2X4 #2 SPRUCE OR
<br />Whe re than one smoke alarm Is required to be Installed within an Individual dwelling unit the alarm
<br />BETTER WITH SINGLE 2X4 PIT, PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE WITH STUDS
<br />devirclemoshoi be Interconnected In such a manner that the actuation of one alarm will activate all, of the
<br />SPACED MAXIMUM 24' D.C. WALLS TO HAVE 1/2' GYPSUM BOARD EACH SIDE WITH WALLS AT GARAGE TO
<br />alarms In the Individual, unit. The alarm shall be ctearLy audible In aLL bedrooms over background nolse- Levels
<br />HAVE MIN R-11 INSULATION, ANCHOR WOOD SHEAR WALLS SEGMENTS TO FhUNDATION WITH SIMPSON LTT20B
<br />with aLL Intervening doors closed. ALL smoke alarms shall. be Listed and Installed In accordance with the
<br />TENSION TIE AT EAC . NTS AND AT ANY WALL SEGMENT INTERSECTION (BUILDING CORNERS).
<br />rovislons of this code and the household fire warning equipment provisions of NFPA 72.
<br />R31311 Alterations, repairs and additions.
<br />1. THIS SECTION DEFINES PRE-ENGINNERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND
<br />When Interior alterations, repairs or additions requIring a permit occur, or when one or more steepi,ng rooms
<br />the Individual dwelling unit shall. Ice provided wth smoke a ms
<br />ed In existing dweLLIn I or
<br />2, TRUSS LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY, TRUSS MANUFACTURER AND/OR ENGINEER SHALL
<br />.tv,
<br />Located as required for new dweLLIngsi smoke alarms shall be Interconnected and hard wired.
<br />Exceptionsi
<br />APPROVAL,
<br />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
<br />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,
<br />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
<br />2. Re-DaIrs to the exterior surfaces of dwellings are exempt from the requirements of this section,
<br />TH THE FBC SEC. 16d6,
<br />R314,�_ Power source. 11
<br />5. REFER TO THE FLO
<br />In new construction, the required smoke alarms shall receive their primary power from the building wiring
<br />SPECIFICALLY ADD
<br />when such wiring Is served from a commercial source, and when primary power Is Interrupted, shall receive
<br />CEILING VAULT DETAILS.
<br />r y, Wiring shall Ice permanent and without a disconnecting switch other than those
<br />&WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING
<br />required for overcurrent protection, Smoke alarms shall. be permitted to Ice battery operated when
<br />INFORMATION,
<br />Installed In bultolin s 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.
<br />regulated by Sec?on R313,11
<br />B. ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST
<br />13-1032 Detal(s, p(ans and specifications,
<br />BE CONSIDERED,
<br />C. ADJUSTMENTS TO ALLOWABLE VALUES.
<br />Plans and specifications shcLU be submitted with
<br />each application for a building permit, Energy code
<br />D, REACTIVATE FORCES AND THEIR LOCATIONS,
<br />calculations shall, be made a part of the plans and specifications of the building. The building official shall.
<br />-to
<br />require, subject the exceptions in Section 481,229, Florida Statutes, and Section 471.003, TLoricla Statutes,
<br />E. BEARING TYPE AND MINIMUM BEARING LENGTH,
<br />that plans and specifications be prepared by an engineer or architect Licensed to practice In the state of
<br />F, DEFLECTIONS
<br />G, METAL CONNECTOR PLATE, TYPE, GAUGE, SIZE, AND LOCATION,
<br />Florida, The plans and specifications, incL cling -the energy code calculations, shall, show, In sufficient detail,
<br />aLL pertinent clata and features of the building and the equipment and systems as herein governed Including,
<br />H. LUMBER SIZE SPECIES GRADE AND MOISTURE CONTENT,
<br />DESIGN [IF REQUIRED CONTINUOUS LATERAL BRACING.
<br />but not Limited tot design criteria, exteror envelope component materials, U-vaLues of the envelope systems,
<br />I. LOCATION ANb CONNECYIDN
<br />J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD,
<br />R-vcLLues of Insulating materials, size anc type of a aratus and equipment, equipment and systems controls
<br />Pt�e
<br />other pertinent data to Indicate confornance with requirements of the cocle,
<br />K. WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES,
<br />NFIP 44 CFR 60.3.c.5
<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
<br />ALL foundation walls and other exterior watts below the locise flood elevation (BFE) shall Ice designed to
<br />AN/240 (ROOF), SPAN/360 (FLOOR) UNLESS SPECIFICALLY NOTED OTHERWISE.
<br />rectude finished Living space and designed to have openings to allow unim movement of fL000l water,
<br />�
<br />8.FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS,
<br />,y)ce.clecl
<br />cIr Static openings and construction must comply with NFIP 44 CIFIR 60 5. Note; There should be a
<br />9. WOOD TRUSSES SHALL BE DESIGNED SO THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON THE
<br />m(n'Imu'm_ of two openings each, on two seperate watts, (I square Inch for every square foot, please provide
<br />TURE UNDER VERTICAL LOADS, NO SLIP CONNECTIONS ARE ALLOWED UNLESS
<br />calculations on plans for the required area.) Any additional, questions, pLease consult the Local Officials
<br />OTHERWISE NOTED. CONTACT CONTRACTOR AS REQUIRED.
<br />Guide to Implementing the National Flood Insurance Program In Florida pages 5-16.
<br />WIND, WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN
<br />Brick veneer must 16� Installed In compliance with the requirements of FBC Residential section R703,72A
<br />GS,
<br />New to existing connection detail Is required and must comply with the requirements of FBC Residential. 2010
<br />ACING OF 10' O,C, UNLESS Section R602 or R606,
<br />'GLAZING
<br />NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING To THE
<br />SECTION R308
<br />OTHER END, OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE, USE A MINIMUM OF 2 X 4
<br />R308.1 Iclentlf Icatlon.
<br />(ROOF), 2 X 6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG, WITH 2- 1GOI NAILS AT
<br />INTERMEDIATE AND CTIONS,
<br />Except as Indicated In Section R30811 , each ane of �Lazlnq Installed In hazardous Locations as
<br />12,CROSS BRACING IS REQUIRED AT MINIMUM 10' O,C, UNLESS NOTED OTHERWISE. LOCATE CROSS BRACING AT
<br />defined in Section R308.4 shall. be provided w4 m instc,LLer?s Labet, cles! the
<br />%n0`vt1isnI9Le
<br />CHORD BRACING, INSTALL CROSS BRACI T 20' O,C. ALONG
<br />t and thickness of glass and the safe azln,q standard with which it complies, which In
<br />tge ty
<br />final Installation, The Labet be ��
<br />ATERAL BRACING. CROSS BRACING IS ACCOMPLISHED BY ATTACHING DIAGONAL
<br />e shall aclid, e checT, sandblasted, ceriamic-fired, emloossed mark, or
<br />ll 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
<br />Exceptions,
<br />BRACING IN OPPOSITE DIRECTIONS AR APPROXIMATELY 45 D
<br />MINIMUM OF 2X4 GRA ECTION.
<br />1. For other than tempered Labels may be omitted provided the building official
<br />,gtass,
<br />use of a certificate, aff avIt or other evidence confirming compliance with this co
<br />'HIB-91',
<br />2. Tempered spandrel glass may be Identified by the manufacturer with a removable, paper Label,
<br />14,HANDLING INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH
<br />L TE,
<br />.
<br />R308,11 Identification of muLtIpane assemblies.
<br />MuLtl 'ane assembLies having Individual panes not exceeding 1 square foot (0,09 m 2 ) In exposed area
<br />-P
<br />shall In e at Least onehoo.the In the assembly Identified In a ce with Section R308,1 , ALL other
<br />av ccordan
<br />ROVED
<br />anes In -the assembly s at be labeled 716 CFR 1201.1
<br />P3082
<br />Louvered windows or jalousles,
<br />ACTURER, ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE
<br />MANUFACTURER,
<br />Regular, float, wired or patterned glass in �atousles and louvered windows shall be no thinner than
<br />nominal. 3 / 16 inch (4.76 mm) and no Longer han 48 inches (1219 mm). Exposed glass edges shall.
<br />be smooth.
<br />RUSSES,
<br />R308,2.1 Wired glass prohliolted,
<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 />Wired qLass with wire exposed on Longitudinal edges shalt not be used in jaLousles or louvered windows,
<br />-Human
<br />ALTERATIbNS [IF WO LLOWED,
<br />R308.3 impact Loads,
<br />Individual glazed areas Including qLass mirrors In hazardous Locations such as those Indicated as
<br />defined In Section R308,4 shall pass the test reguirements of CPSC 16 CFR, Part 1201, Glazing shcLLL
<br />DIAPHRAGM,
<br />com Ly with the CPSC 16 CFR, Part 1201 criteria for Category I or Category II as Indicated in
<br />22,WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED, DO NOT PULL
<br />Talofe' R308,3 .
<br />DOWN TO INTERIOR BEARINGS,
<br />Exceptions,
<br />23,SUBMITTALSi ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED STRUCTURAL ENGINEER
<br />1, Polished wired gLass for use In fire doors and other fire resistant Locations shall. comply with
<br />ANSI Z971
<br />ICATION,
<br />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 />I
<br />D, MAINTAIN COPY OF SUBMITTAL ON JOBSITE.
<br />IABILITY INSURANCE AND
<br />DEMNITY AND DEFEND DESIGNER FROM ALL
<br />CLAIMS, LOSSES AND EXPENSES (INCLUbING REAS�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 COST OF REPAIRS OR DEL TION.
<br />I I
<br />I I ;
<br />I
<br />��'�_ ''Mom
<br />11 ,, I
<br />I I 11�&g
<br />'1411111
<br />����
<br />�,, �Xiv Wd ft =
<br />16 1 16,
<br />IM, 16/0, 20/0, or wall -16 o.a � o/le, 'h
<br />-1
<br />24/0, 24/16, 32/16 or wali_�4 .�-�/a, '/., "/., %
<br />1 24 1 24F
<br />For E;I: 1 inc- 25.4 mm.
<br />. Blocking afhorizortal joints shall not be required.
<br />b Plywood sheathing 1/9 inch thick: or less shall be applied with long dimension across studs.
<br />. Three-ply plywoold panels shall be applied with long dimension across studs.
<br />TABLE 602.9(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING'
<br />11 , , "
<br />'4 1111"
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<br />s
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<br />1 12
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<br />F. S 1, I h = 23.4 I foot = W4. 8 � I n,fle nor h ... = I.- knrrh
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<br />I
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<br />�:
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<br />- W�AAJI,. ,,-it
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<br />�- 1l.,,PPh ... �,,�,.491.�..191.1.1�ik��l.���lib� --
<br />or . ;I
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<br />. r.,�.-O,�.�.C,-.41,.�.g�.h�lb.,,-d-..r.,h.,��l,&,,��..�h�.�,
<br />For SI: 1 rich = 25.4 mm.
<br />. This table is only applicable to the use ol'particlelocard that is not exposed to the weather and where tins, long dimension ofthe panel is parallel or
<br />perpendimlw III the studs�
<br />TABLE 602,3(5) MAXIMUM STUD SPACING (Inchuns)
<br />,
<br />". I'll .1 I I
<br />I
<br />I M'111 I 11
<br />2.4 24'
<br />-
<br />1 %',
<br />I ��
<br />'l
<br />�W`�
<br />16
<br />-
<br />2e
<br />3.4 2e
<br />24
<br />16
<br />24
<br />1 24
<br />24
<br />-
<br />24
<br />_2xS
<br />. 2 . a, 1 21
<br />. 24
<br />I 16
<br />- -
<br />. 24
<br />For 61: I inch = 25.4 MM,,
<br />. shall be reduced to 16 inches wherayfifiry grade studs ame used.
<br />TABLE 602.7 MAXIMUM SPANS FOR HEADERS LOCATED OVER OPENINGS IN WALLS (feet)
<br />11 11111 .11 �
<br />I_ �, 1; 611 "M
<br />,
<br />I
<br />14
<br />,
<br />11� _�
<br />, "'S'
<br />, ,
<br />, amm �,, .1 I "�
<br />,
<br />I 11 N 11 - �'
<br />W 1� I
<br />4i,616i , I
<br /># " "', ''I I IN
<br />10112111 INN 111,
<br />11 "' a 10mw
<br />I
<br />� �
<br />, , ;g, NMI FAR,,
<br />, 10,01111! -
<br />2-2.4 4 - I - - -
<br />2-2x6 6 4 - -
<br />2-2.8 6 6 - 10
<br />2 - 2x 10 10 B 6 12
<br />- 2-2.12 1 12 , 1. 8 16 -
<br />For 81; 1 Inch = 25.4 mm, I foot = 304.8 mm.
<br />a Norminal 4-mincr,thid, gnLje headem shall be permitted to be subsUbuted for double members.
<br />b Spans are based on No. 2 Grade lumber with 10-foot tributary door and roofloalds.
<br />I hereloy certif y that I have reviewed this p(an anal f ound it to Ice in
<br />compLiance with ASCE 7-10 (and the FLorida BuRding Code 5th Edition 2014
<br />1 David W, Smith, RE. #53608
<br />TABLE R301.2.1.2
<br />WTNn-RnPNF nF'RPTIZ PpnTFrTTnKi F7AIZTP7NTWr ,zrwr7ni ii r rnp wnnn IZTDI Ir'TI ICIAI r)AKIr-I ,� a,b,c:,d
<br />-
<br />G (In.) CL,b
<br />Panel span
<br />panel span
<br />< 6 f Cot
<br />panel. span
<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 tag screw based anchor
<br />16
<br />16
<br />16
<br />1wlth 2-Inch embedment length.
<br />I
<br />I
<br />I
<br />I
<br />For Sli 1 Inch = 25,4 mm, I f clot = 304.8 mm, 1 pound = 4,448 N, 1 mile per hour = 0.447 m/s
<br />a, This tabLe Is based on Veol as, determined In accordance with Section R301.2.1.3 of
<br />.
<br />mean roof hell ht
<br />b, Fasrs shaL( be Installed at oppos9ng' ends of -the wood structual, panet. Fasteners
<br />shall be tocated a minimum of i-inch from the edge of the panel.
<br />c. Anchors shall be penetrate through the exterior wait covering with an embedment length
<br />of 2 Inches minimum Into the bulLdIng Prame, Fasteners shal.l. be located a minimum of
<br />2 1/2 Inches from the edge of concrete block or concrete.
<br />& Where panels are atta onr� o, they shall. be attached using
<br />vibration resistant anchors having 'Inmum uLtImate wlthclrawaL capacity of 1500 pounds.
<br />.
<br />I
<br />compj-�w �
<br />, -
<br />N111, woms'RNLL __ �Lo?d'D� :NG
<br />,GC()D�-',-,. ,�'D
<br />�195NNILD4 ` , -,,0-,cTR1C
<br />�
<br />,�qlo,�)f�li I . -.1 - -,, li., CS .
<br />,
<br />C()Pvt . ,_I - _ , � hLU � 3 (J � -
<br />.
<br />I ', � � �, L. �- !_ - __ --
<br />� ,j � - I
<br />,
<br />�� . -I '000"
<br />�_ � " I I
<br />.) I/ � __ -
<br />REVIEW DATE-, L__._�- -
<br />CITY OF ZEPHYRH�-A�,
<br />PLANS E)(AMINER-__:�_ J� __
<br />-
<br />1 ENGINEERING
<br />47t.003 Qualificatims f" practice; exemptions.--
<br />l2) The following persons are not required to be licensed under the provisions of this chapter as a licensed engineer:
<br />lh) Any electrical, plumbing, air-conditioning, or mechanical contractor vvhose practice includes the design and fabrication of electrical,
<br />plumbing, air-conditioning, or mechanics[ systems, respectively, vvirich she or he installs by virtue ofa license issued under chapter 489, under
<br />part I of chapter 553, or under any special act or ordinance vvhen v.,orkIng on any construction projectwhich-
<br />I . Requires an electrical or plumbing or air-conditioning and refrigeration system With a value of $125,000 or less; and
<br />2.a. Requires an aggregate service capacity of 600 amperes (240 volts) or less on a residential electrical system or BOO amperes (240 volts) or
<br />less on a commercial or industrial electrical system;
<br />Requires a plumbing system with fevver than 250 fixture units; or
<br />Requires a heating, ventilation, and air-conditioning system not to exceed a 15-ton-per-5y5tem capacity, or if the project is designed to
<br />ommodste 100 or fe,wer persons.
<br />_r -#� 7JO ,-5-
<br />,
<br />16p"J A1A1__L--- ... , /'
<br />( /
<br />, ,,�2 /�,, /MN01.0
<br />- I . I�P7�
<br />� S? )ii�
<br />a ,Jqj�,, X/�J
<br />lz2 V 31-1
<br />INDEX OF DRAWINGS
<br />1 COVER
<br />i
<br />�_�
<br />3
<br />4 LINTEL PLAN
<br />5
<br />.
<br />1
<br />--�-%4, FLOOR JOIST
<br />6 DETAILS
<br />.
<br />1�
<br />7 DETAILS
<br />8 ELEVATIONS
<br />9
<br />10
<br />11 HVAC PLAN
<br />-
<br />PARCEL: 03-26-21-0220-OOBOO-0130
<br />_� - ASHVILLE DRIVE RICK GOLLHARDT - DRAFTSMAN
<br />1 813-781-3651
<br />1 1 f i ZEPHYRHILLS, FL 33542 - rgollhardt@tampabay.rr.com
<br />./,10 D.W.SM1TH,M.S.,P.E.#53608 ENGINEER'S NOTES
<br />�
<br />6 11, � . t I PROJECTS ENGINEERING CONSULTANT - 1 OF 11
<br />I 4, - IVE-DADE CITY, FL SCALE DATE JOB NO.
<br />865 FAXi 352-521-0867 E-MA Ib dwsf I peiRearth I I nk. net 1 0 NOV 2015
<br />. 201 5-88
<br />ENGINEER LICENCE #53608 - R. GOLLHARDT D.W.S. �
<br />.
<br />
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