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12
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<br />111111 I. AP AnIN[3
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<br />FRONT ELEVATION . 1/411 s 11 Oil
<br />REAR ELEVATION 1/411 = 11 OII
<br />DROP GABLE END TRUSS
<br />-------------- --
<br />ROOF TRUSS PLAN 1/411 = 11 OII
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L086ES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING GUT OF OR RESULTING FROM THE
<br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />- —I
<br />USE (1) SIMPSON 1410 CLIP AT ALL TRUSSES
<br />TO WOOD WALL, FILL NAILS HOLES WITH 100
<br />X 1 1/2" NAILS.
<br />LEFT ELEVATION 1/411 = 11 O11
<br />RIGHT ELEVATION 1/411 = 11 OII
<br />ELECTRICAL PLAN 1/411 _ 11 OII
<br />GENERAL ELECTRICAL NOTES FOR ADDITIONS:
<br />EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO
<br />BE INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO
<br />THE ADDITION ELECTRICAL WORK BEING STARTED. IF THE
<br />EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW
<br />ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO
<br />MEET LOCAL AND STATE OF FLORIDA BUILDING CODES.
<br />c
<br />CN
<br />0
<br />N
<br />16' 4"
<br />6 MPSON LTT205 ANCHOR WITH 5/9"X6" RED
<br />HEAD EXPANSION BOLT SECURE TO SLAB
<br />THROUGH BOTTOM PLATE. FILL NAIL HOLES J1 411
<br />6' a"
<br />16' 4"
<br />FLOOR PLAN 1/4" = 11 Oil
<br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS
<br />16' 4"
<br />---------- - -- = = = = = -= = =-_------;1
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<br />aomildwoo ul eq of aml!el sdoloeiluoo etp jq Alll!q!suodselt
<br />ou sale me 40 aq I aoue!ldwoo tx seam asap 6uuq
<br />of asuadx� ales )!�;yl IL ApIgsuodsai eps s,gmjluoo atp
<br />aq Ilal; I� >ui',ldu:oO-Uou to wale sleeAai uo4oedsul 9p
<br />�o I;C;�,..::xa 1�1_aL:ll leyl Juana � ul saouewp�o le�l
<br />Put s�'I He :IN algeo!Idde Ile Wm aouelldwoo a1aldui00
<br />ul aae s! T!d 3)w lF 41 ainsue of Api!q!suodsw op sdoMuoo
<br />ayl )I 'sue;d palllwgns ayl 10 IeAotdde levy a aq of
<br />papualu1 logy' sl nna!naJ sIy 1 'sapoo 49jes aiy ggeolldde
<br />tpuh eoue!Idwo,� u! )o!oealuoo ayl Is!sse of MalAat I�JO�Aq
<br />e of pan !wgns sur>Ici to ,v�P v S1gj Pas!APe aq Ms1d
<br />aUBMiTI'ED PLANtS) 111AVIE BEEN XRVIEWIsIII�
<br />3Y ZEPHYRHILLS S E
<br />Date:
<br />YLY WITS 4L G
<br />ALLWOSH ODES ORIDP+ODE �D
<br />pREVE NA i N�,LELEO�C�A�CES
<br />ILLS ORD
<br />C OF ZEpKYRK
<br />16' 4" t
<br />-1
<br />T�VI�W DATE
<br />FOUNDATION FLAN 1/411 = 11 Oil CITY OF ZEPHYRHILLS - -
<br />PLANS EXAMINER
<br />114 T CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED
<br />DESIGNS AND FOUND IT TO BE IN COMF'LI;>NCE WITH CHAPTER
<br />16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH
<br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
<br />ENTIRE 2001 FLORIDA EJIMNG CODE, RESIDENTIAL AND 200%
<br />SUPPLEM S
<br />T.L. HANSON N.E. LICENSE NO. 38684
<br />P.O. BOX 1128, DADS CITY, FL lb826
<br />ri, p
<br />O
<br />r
<br />FRONT ELEVATION . 1/411 s 11 Oil
<br />REAR ELEVATION 1/411 = 11 OII
<br />DROP GABLE END TRUSS
<br />-------------- --
<br />ROOF TRUSS PLAN 1/411 = 11 OII
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L086ES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING GUT OF OR RESULTING FROM THE
<br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />- —I
<br />USE (1) SIMPSON 1410 CLIP AT ALL TRUSSES
<br />TO WOOD WALL, FILL NAILS HOLES WITH 100
<br />X 1 1/2" NAILS.
<br />LEFT ELEVATION 1/411 = 11 O11
<br />RIGHT ELEVATION 1/411 = 11 OII
<br />ELECTRICAL PLAN 1/411 _ 11 OII
<br />GENERAL ELECTRICAL NOTES FOR ADDITIONS:
<br />EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO
<br />BE INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO
<br />THE ADDITION ELECTRICAL WORK BEING STARTED. IF THE
<br />EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW
<br />ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO
<br />MEET LOCAL AND STATE OF FLORIDA BUILDING CODES.
<br />c
<br />CN
<br />0
<br />N
<br />16' 4"
<br />6 MPSON LTT205 ANCHOR WITH 5/9"X6" RED
<br />HEAD EXPANSION BOLT SECURE TO SLAB
<br />THROUGH BOTTOM PLATE. FILL NAIL HOLES J1 411
<br />6' a"
<br />16' 4"
<br />FLOOR PLAN 1/4" = 11 Oil
<br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS
<br />16' 4"
<br />---------- - -- = = = = = -= = =-_------;1
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<br />fA
<br />-43
<br />3 0�
<br />,Je�
<br />'seouewpjo leool Pue saps Md:IN elgp!Idde no tW
<br />aomildwoo ul eq of aml!el sdoloeiluoo etp jq Alll!q!suodselt
<br />ou sale me 40 aq I aoue!ldwoo tx seam asap 6uuq
<br />of asuadx� ales )!�;yl IL ApIgsuodsai eps s,gmjluoo atp
<br />aq Ilal; I� >ui',ldu:oO-Uou to wale sleeAai uo4oedsul 9p
<br />�o I;C;�,..::xa 1�1_aL:ll leyl Juana � ul saouewp�o le�l
<br />Put s�'I He :IN algeo!Idde Ile Wm aouelldwoo a1aldui00
<br />ul aae s! T!d 3)w lF 41 ainsue of Api!q!suodsw op sdoMuoo
<br />ayl )I 'sue;d palllwgns ayl 10 IeAotdde levy a aq of
<br />papualu1 logy' sl nna!naJ sIy 1 'sapoo 49jes aiy ggeolldde
<br />tpuh eoue!Idwo,� u! )o!oealuoo ayl Is!sse of MalAat I�JO�Aq
<br />e of pan !wgns sur>Ici to ,v�P v S1gj Pas!APe aq Ms1d
<br />aUBMiTI'ED PLANtS) 111AVIE BEEN XRVIEWIsIII�
<br />3Y ZEPHYRHILLS S E
<br />Date:
<br />YLY WITS 4L G
<br />ALLWOSH ODES ORIDP+ODE �D
<br />pREVE NA i N�,LELEO�C�A�CES
<br />ILLS ORD
<br />C OF ZEpKYRK
<br />16' 4" t
<br />-1
<br />T�VI�W DATE
<br />FOUNDATION FLAN 1/411 = 11 Oil CITY OF ZEPHYRHILLS - -
<br />PLANS EXAMINER
<br />114 T CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED
<br />DESIGNS AND FOUND IT TO BE IN COMF'LI;>NCE WITH CHAPTER
<br />16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH
<br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
<br />ENTIRE 2001 FLORIDA EJIMNG CODE, RESIDENTIAL AND 200%
<br />SUPPLEM S
<br />T.L. HANSON N.E. LICENSE NO. 38684
<br />P.O. BOX 1128, DADS CITY, FL lb826
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<br />TOTAL AREA
<br />343 SQ, FT,
<br />FIG
<br />1 Of: 2
<br />
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