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FRAMING NOTES:
<br />1) ALL WOOD USED FOR -SOLE PLATES OR iN CONTACT
<br />WiTH SOIL WILL BE 02 PT SOUTHERN YELLOW PINE .
<br />2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE
<br />02 SPRUCE OR BETTER AND SPACED 16" CC,
<br />3) ALL ENG, WOOD BEAMS SUCH AS MICROLLAMS
<br />HAVE BEEN DESIGNED ACCORDING TO THE
<br />{ TRUS5JOIST SPECIFICATIONS,
<br />4) ALL OF THE SIMPSON FASTENERS AND HANGERS
<br />MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER
<br />f VALUES, ALWAYS VERIFY THIS WiTH THE ENG. OF RECORD,
<br />5) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS
<br />MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR
<br />TO REQUESTING A FRAMING INSPECTION.
<br />6) ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED
<br />CENTER OF THE STUD UNLESS NOTED OTHERWISE.
<br />7) ALL OF THE EXTERIOR DIMEN51ON5 ARE GIVEN TO THE
<br />FACE OF THE FRAME OR MASONRY WALL WHICH WILL
<br />ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME
<br />WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR
<br />SHEATHING WITH THE FOUNDATION),
<br />S) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
<br />SHALL BE PRESSURE TREATED LUMBER.
<br />3) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X0
<br />#2 SOUTHERN YELLOW PINE.
<br />( NO PLYWOOD SPACERS REQUIRED)
<br />10) ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS
<br />SHALL BE NO LE55 THAN 02 SOUTHERN YELLOW PINE
<br />LUMBER, IF THE LUMBER WILL BE IN THE WEATHER OR
<br />CLOSER THAN 18" FROM THE GROUND IT WiLL NEED
<br />TO BE PRESSURE TREATED. EXCEPT AS NOTED,
<br />I
<br />11) ALL TEMPORARY AND PERMANENT BRACING INFORMATION
<br />FOR THE ENGINEERED ROOF TRUSSES WiLL BE FURNISHED BY
<br />THE TRUSS COMPANY THAT PRODUCES THE TRUSSES.
<br />12) NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT
<br />A PLY -CLIP CANT BE APPLIED,
<br />8 "x10" COMPOSITE
<br />POWER BOX STEEL LINTEL
<br />( 3000 PSI GONG.)
<br />TOP COURSE LINTEL BLOCK
<br />WiTH (1) '5 CONT, REBAR
<br />POWER BOX STEEL LiNTEL
<br />E POURED SOIL ID IJIT14 3000 Pia
<br />CONCRETE NO REE3AR REQUIRED
<br />,
<br />,
<br />,
<br />-�F "A50NRY OPENING
<br />8"xi6" COMPOSITE
<br />POWER STEEL LINTEL
<br />( 3000 PSI CONC,)
<br />TOP COURSE LINTEL BLOCK
<br />WITH (1) #5 CONT, REBAR
<br />POWER 5TEEL LINTEL AND LINTEL 5LOCK
<br />POURED SOLID WITH 3000 PSI
<br />CONCRETE NO REBAR REQUIRED
<br />'- ?ASONRY OPENING
<br />8 "x16" COMPOSITE PRECAST LINTEL;
<br />( 3000 PS1 GONG.) f
<br />TOP COURSE LINTEL BLOCK
<br />WITH (1) •5 CONT, REBAR
<br />PRE -CAST U- LINTELS
<br />POURED 50L,D WITH 3000 PSI
<br />CONCRETE= NO REBAR RF0UiRFD
<br />MASONRY OPENING:
<br />,
<br />I
<br />1)
<br />2)
<br />3)
<br />4)
<br />5)
<br />6)
<br />'l)
<br />a)
<br />GAF STANDARD
<br />SHINGLE DETAIL.
<br />I1'il I1 LEY LiNiNG MATERIAL
<br />6"" MIN.
<br />NORMAL WIND LOAD����
<br />5" EXPOSURE
<br />O � �
<br />FL# 10124.1 2" CENTERLINE
<br />ALWAYS REFER TO THE MANUFACTURERS
<br />SPECIFICATIONS FURNISHED TO THE JOB61TE.
<br />4 "x5" ANGLE 2& GAUGE GALVANIZED METAL
<br />RUBBER VALLEY FLASHING OVER THE TOP OR
<br />12" WIDE 26 GAUGE GALVANIZED METAL
<br />ALL SHINGLES ARE TO BE NAILED WITH 11 OR 12 GAUGE
<br />GALVANIZED NAILS WITH 3 /8'l DIAMETER HEADS. ALL NAILS
<br />MUST PENETRATE AT LEAST 3/4" INTO THE WOOD SHEATHING,
<br />51MP50N HETA 16
<br />EMBEDDED TRUSS STRAPS
<br />MIN OF 4" EMBEDDMENT,
<br />FL #11473.3 \
<br />ALUM. DRIP EAV \
<br />PRE FINISHED FASCIA
<br />OVER 2X SUB- FASCIA
<br />ALCOA VENTED SOFFITT
<br />FL# 11191.8
<br />8703,6.1 EXTERIOR PLASTER
<br />EXTERIOR USE OF PORTLAND CEMENT
<br />PLASTER SHALL COMPLY WITH APPLICATION
<br />REQUIREMENTS OF ASTM C926 -98 AND C 1063 --37
<br />PRE CAST CONCRETE SILL
<br />8 CONCRETE BLOCK
<br />EXTERIOR WALLS
<br />i
<br />1/2" CDX (32/24) OR 0515 SHEATHING 4 PLY MIN,
<br />NAILED WITH 8d COMMONS AT 6" CC EXCEPT AT
<br />THE GABLE BRACING: AREA NAIL AT 3" OC,
<br />FIBERGLASS SHINGLES INSTALLED
<br />PER THE DETAIL OF THIS PLAN OR
<br />AS PER THE MANUFACTURER iF
<br />ANOTHER TYPE OF SHINGLE
<br />15 CHOOSEN
<br />GAF -ELK ROOF
<br />UNDERLAYMENT
<br />FL" 10626,1
<br />,
<br />j ALL TEMPORARY AND PERMANENT
<br />/ I BRACING INFORMATION FOR THE
<br />ENGINEERED ROOF TRUSSES
<br />WiLL BE FURNISHED BY THE
<br />TRU55 COMPANY THAT
<br />PRE -ENG, WOOD TRUS5E5 PRODUCES THE TRUSSES,
<br />R -30 INSULATION
<br />POURED LINTEL BLOCKS WiTH (1) #5 ROD
<br />TIED TO VERT RODS iN FILLED CELLS
<br />POURED LINTELS OVER; ALL OPENINGS
<br />1/2" DRYWALL OVER iX FURRING STRIPS
<br />AND RIGID INSULATION R -6
<br />SEE DETAIL SHEET OF THiS PLAN FOR
<br />WINDOW AND DOOR IINSTALLATION. THE
<br />CONTRACTOR iS RESPONSIBLE TO HAVE
<br />INSTALLATION IN5TRU4CTIONS ON THE JOBSITE
<br />IF OTHER COMPONEN4T3 ARE CHOOSEN,
<br />INTERIOR TRIM FINISHED FLOORING
<br />I ,
<br />#5 REBAR iN FILLED CELLS
<br />PER FOUNDATION PLAN CLEAN TREATED SOIL
<br />FINISHED GRADE
<br />THE BOTTOM ON THE F00TEIR
<br />WILL BE A MIN OF 12" INTO
<br />EXISTING THE GROUND 16°
<br />(CROSS SECTION
<br />TREATMENT; C SOIL CHEMICAL iICAL BARRIER MErHoD)
<br />A PERMANENT SiGN TO IDENTIFY THE TERMITE TREATMENT FROVIDER AND
<br />NEED FOR RE- iNSPECTiON AND TREATMENT CONTRACT RENEWAL 514ALL BE PROVIDED.
<br />THE 51GN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL
<br />CONDIN5ATE AND ROOF DOWN SPOUTS 5NALL DiCHARGE AT LEAST 1' -0" AWAY FROM
<br />THE BUiLDiNG 5iDEWALLS
<br />IRRIGATION SYSTEMS ;INCL �D:ING ALL RI ER5 AND SPRAY HEADS "HALL
<br />NOT BE INSTALLED UJITH:N 1' -0" OF THE BUILDINGS 510EILIALLS
<br />TO PROVIDE FOR INSPECTiON FOR TERMITE INFE6TATiON BETWEEN WALL COVER N( s
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THA 6 INCHES ( EXCEPTION PAINT OR
<br />DECORATIVE CEMENTIOUS FINISH LESS THAN 5/6" THICK ADHERED DIRECTLY TO THE
<br />FOUNDATION WALL.)
<br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK F`LL IS COMPLETED.
<br />SOIL DISTURBED AFTER THE NITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED
<br />OR FORMED.
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEOUENT INSTALLLATICN OF TRAPS, ETC. SHALL BE
<br />MADE WITH PERMANENT METAL OR PLA571C FORMS. PERMANENT FORMS MUST BE OF A SIZE AND
<br />DEPTH THAT WILL ELIMINATE THE D15TURBANCE OF SOiL AFTER THE 'NITiAL TREATMENT ,
<br />A MINIMUM n MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
<br />RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
<br />RE- TREATMENT 15 REQUIRED,
<br />1/2" CEILING DRYWALL
<br />ON ALL INTERIOR CEILINGS
<br />SEE FLOOR PLAN FOR
<br />CEILING HEIGHTS
<br />9) CONCRETE OVER POUR .AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />REMOVED BEFORE EX7EPR;CR 501L TREATMENT
<br />10) SOIL TREATMENT MUST BIE APPLIED UNDER ALL EXTERICR CONCRETE OR GRADE WITH 1' -0"
<br />OF THE STRUCTURES 51DE WALL5,
<br />11) AN EXTERIOR VERTICAL CHEMICAL BARR;ERS MUST BE INSTALLED AFTER
<br />CONSTRUCTION i5 COMPLETE INCLUDING LANDSCAPING AND 'IRRIGATION,
<br />ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE
<br />RETREATED.
<br />12) ALL BUILDiNG5 ARE REOL UIRED TO HAVE PRE - CONSTRUCTION TREATMENT
<br />13) A CERTIFICATE OF COMP'LiANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
<br />A LICENSED PEST CONTRcOL ✓OMPANY SEFORE A CERTIFICATE OF OCCUPANCY WILL
<br />BE ISSUED. THE CER1 7FfC.ATE OF COMPLIANCE SHALL STATE! " THE BUILDING HAS
<br />RECEIVED A COMPLETE "TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES,
<br />THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF TNT=
<br />FLCR'DA DEPARTMENT CAF AGRICULTURE AND CONSUMER SERVICES,
<br />14) AFTER ALL WORK 15 GOM1PLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />CELOW AND WITHIN 1' -0" COF TrtE BUILDING. THi5 INCLUDE5 ALL GRADE 5TAK €5,TUB
<br />TRAP BOXES, FOR M5,5H!OR1N!s OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />i5) NO WOOD , VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN
<br />V -0" OF ANY BUILDING (!OR PROPOSED BUiLD1NG
<br />THE FLORIDA PRODUCT APPOVAL
<br />NUMBERS ARE LOCATED iN THE
<br />AREAS THAT THE PRODUCT 15
<br />GOING TO BE USED.
<br />DATE :
<br />9/21/11
<br />NO
<br />SCALE
<br />DESIGN SERVICES ING,
<br />�\ MOBILE/ OFFICE 352 -20ro -5827
<br />-- -- - - OFFICE FAX 352 -588 -2342
<br />R. S, HANLEY P O BOX 1325 SAN ANTONIO
<br />FLA. 33576
<br />EMAIL: hanley06�embargmail,com
<br />BECAUSE THiS 15 AN ADDITION IT WILL BE THE RESPONSIBILITY
<br />OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN
<br />THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING
<br />ANY WORK, THE HOMEOWNER REQUIRES THAT TH15 ADDITION
<br />MATCHES THE EX16TNG HOUSE, IF ANY INFORMATION 15 NOT ON
<br />THiS PLAN THE CONTRACTOR WiLL NEED TO VERIFY THAT THE
<br />NEW WORK 15 MATCHING THE EXISTING,
<br />MASONRY WALLS
<br />#1 CONRETE MA60NARY UNiT SHALL BE HOLLOW UNIT
<br />MASONARYIN ACCORDANCE WITH ASTM C -W AND SHALL
<br />HAVE MINIMUM F'M OF 1500
<br />02 MORTAR SHALL CONFORM TO ASTMC -270 AND SHALL BE
<br />EITHER TYPE M OR S.
<br />03 REINFORCING STEEL SHALL BE GARAGE 40 MINIMUM AND
<br />IDENTIFIED IN ACCORANCE WITH ASTMA- 615,LAP SPLICES
<br />WHERE REQUIRED SHALL BE A MiNIMUM OF 25" FOR #5 REBAR
<br />301' FOR #6 REBAR AND 36" FOR #7 REBAR.
<br />04 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A
<br />MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO
<br />it INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE
<br />STRENGTH OF 3000 P.S.I, ( WHEN TESTED PER ASTM C -1019)
<br />#5 PROVIDE CLEAN OUT OPENINGS (12 50 IN,) IN CELLS
<br />CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT
<br />POUR EXCEEDS 5 FEET IN HEIGHT,
<br />FOUNDATION ANDS SLAB NOTE
<br />#i THE BUILDING SITE SHALL 1SE SCRAPED TO REMOVE
<br />ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE
<br />BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN
<br />ADEQUATELY SUPPORT A 2000 P.S.F, FOUNDATION LOADING.
<br />THE SLAB SHALL BE PLACED OVER A &MIL VAPOR BARRIER ON
<br />CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL,
<br />THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL
<br />HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I.
<br />#2 REINFORCING STEEL SHALL 15E GRADE 40 MINIMUM AND
<br />IDENTIFIED IN ACCORDANCE WITH ASTM A -615. LAP SPLICES, WHERE
<br />REQUIRED SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6
<br />REBAR AND 35" FOR #7 REBAR.
<br />CROSS SECTION
<br />JOB NAME AND ADDRESS:
<br />NATHANIEL and ASHLEY NEW80N
<br />5903 9th ST, ZEPHYRHILLS, FLORIDA 33542 -3612
<br />GREAT ROOM 512 SF
<br />VERIFY ALL CONDITIONS AND SF BEFORE
<br />BIDDING OR CONSTRUCTION
<br />DAVID W. SMiTH, MS. PE,
<br />FLORIDA LiC.# 53000
<br />352 - 521 -0805 OFFICE 352 - 521 -08o7 FAX,
<br />9c309 WALLA5TON DRIVE DADE CITY FLA. 33525
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
<br />PLAN AND FOUND IT TO BE iN COMPLIANCE WITH
<br />,45CE -7, THE FLORIDA BUILDING CODE 2007 EDITION
<br />AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
<br />AND UPDATES TO F15C -07,
<br />DAVID W. SMITH MS, PE. # 53608
<br />
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