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<br />SECTIOt~ NUMBER~
<br />
<br />SECTION _~
<br />1/2" = 1'_0" 7
<br />
<br />PAGE NUMBER SEC TION IS
<br />TAKEN FROM OR SECTION
<br />15 DAAHN ON
<br />
<br />.ft"FI2/C-14 foundation Plan
<br />'2)
<br />~ ~ 1/4" . 1'-0"
<br />L. BIJ'LDER~ OPTION
<br />TO IlSE EITHER S,Ee.TION
<br />
<br />--
<br />
<br />NOTE, FOR MASONRY WALLSI eARA6E DOOR TO BE 100MPH
<br />RATED (MIN. 2SPSF POS/NEe DI^lP) INSTALL W 1/2"x 8"
<br />"J" BOLTS W 1/8"{> HASHERS THRU 2"x b" P.T. VERTICALLY
<br />EA. SIDE OF DOOR - ANCHORED INTO POURED e.ELLS.
<br />SPACE MAX. 42" VERTle.ALL Y (OPTIONAL TO IlSE 1/2"x b"
<br />STUD, SLEEVE OR HED6E ANe.HORS W 1/8"{> WASHERS)
<br />ANe.HOR 2";< b" P.T. HEADER TO LINTEL W REDHEAD
<br />TYPE ANe.HORS OR MASONRY NAILS.
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<br />NOTEI POHER STEEL LINTEL SYSTEM
<br />INSTALL PER POHER0 STEEL C,ATAL06
<br />""FOR SPANS OVER :H'-O"l USE LINTEL
<br />EN6lNEERED BY Mf6R (OPTIONAL fOR
<br />REPLACEMENT OF MASONRY LINTELS)
<br />
<br />ALL WORK SHALL COMPLY WITH ALL PREVAlUNG
<br />CODES, STANDARD BUILDING, PLUMBING.
<br />MECHANICAl., H.lC. AND CITY OF ZEPHYRHILLS
<br />ORDlNAt:C~$.
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<br />( ) DUPLEX REe.EPT Ac.LE (6) AC-C.ENT LIGHT
<br />( D ~~ 220V REC-EPT ACLES I ~ IFLUORESC-ENT LIGHT
<br />(b SPLIT-HIR,ED REC.EPTACLE 0 TELEVISION OUTLET
<br />dbHP HEA THERPROOF RECEP, " PHONE JAC.K
<br />db6FC' GROUND FAULT INTERRlJPT f THREE-HAY SHITC.H
<br /> ~ SINGLE SHITCH 8 SMOKE DETEC.TOR *'
<br /> ~4 FOUR-HAY SH1TC.H 1-0- LIGHT FIXTURE
<br /> @ REC.ESSED C.AN ~ DIMMER
<br /> @ EYEBALL SPOT ~ VENT FAN
<br />-@-VENTALllE ~ fLOODLI6+HS
<br /> *' NOTE. SMOKE DElECTORS TO BE HARD HIRED
<br /> AND INTERCONNECTED HlBA TTERY BACKUPS
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<br /> 100t1PH HIND
<br /> DESIGN LOADS, Mlc.hoel A. Roblnsof\ PE,
<br />AREAS: HIND. I OOMPH fL 28311
<br /> RoOF, LL 20~f MIN.
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<br />GARAGE 426 LIVINcS AREA,
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<br />REAR PORCH 113 cSARA0E DOOR DESlcSN THIS PLAN SET COMPLIES HITH
<br />ALL HIND RESISTANCE PROVISIONS
<br />TOT AL: HIND PRESSURE (DHP) I OF THE STD. BUILDING CODE AS
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<br />I I ~" INTO 8" FOOTIN$ AND b" IN ALL OTHERS. DOHELS SHALL LAP I
<br />I t - - 11 VERTIe.AL WALL ~INFORC.EMENT t-1IN. 25" I
<br />I I . II 2. 0 = POURED CELL HlI #5 FROM SLAB TO BOND BEAM F I
<br />I H ~ u. 11- 1!1
<br />- ~ (DOES NOT REQUIRE FOOTINe DOHEL) 11 ~
<br />~ f. t _ _ ~ ~ i<I 3, FOUNDATION e.ONTRACTOR TO VERIFY REINFORCEMENT LOe.ATI,Qlli2 II I
<br />I ~ I t I NEAR OPENINGS G-LEAR OPENINGS (VERIFY HlFLOOR-FDN PLANS) II I
<br />~
<br />I - I 4. SHEARWALLS FOR SIDE AND ENDWALLS e.ONFORl'-1 TO t-1IN. DESIGN I II I
<br />- REQUIREMENTS OF 1<=\'11 SBC AND TO PROVISIONS OF THE lJJ ~
<br />I I NATIONAL C.ONe.RgTE MASONRY A~q.rl(;.. SPEC.IFIC.ATION AND ACI I I
<br />I = I 530 (BUILDINe e.ODE REQUIREMENTS FOR MASONRY STRUCTURES) I
<br />I - I lin
<br />I-I III
<br />I-I III
<br />I -. I NOH:, fOUNDATION CONTRAC.TOR TO VERIFY I II
<br />I - I STEEL REINFORCEMENT LOCATIONS NEAR HINDOHS IWJ
<br />I '- I I D,H:I iF II -'1 C.LEAR HINDOH OPENINes (VERIFY W FLOOR I ~ I
<br />1 - I I 1 I LOcJlZ-o.J I I I
<br />r~ I L_-.JL::--:::L I I
<br />I f I r- - - II - - 'I ~ ~ DRYER VENT I I
<br />1'-5" 11'-0" I..... II I I ( ct. \1 NOTE, PLUMBER TO VERIFY (FIELD ROUTE) I I
<br />L ~ I f- I X LOe.ATION of FIXTURES I
<br />r Tf Ii-I ;)RYER IIHASHER I I ~ 1 I I
<br />I II I ~ L. - - .JL -- _.J I ~ I 1\ ___--., I I
<br />, II I I iJ'\ I ( ) (I" 0) FIELD ROUTE I I
<br />i ;1 I L I ~ \\....., ,.I/Ll DRAIN I
<br />j J. I T J L ~ -v nt' ~ " _.... I I
<br />L.~ I 21'-11" __ J 2'-1"~: 2'-11" 4'-5" I 1L \. 8'-2" I:
<br />I II I \ H/H / r ~. I I
<br />L' !I,I I, FIELD ROUTE "- - r.. ~'~ I, ~ I
<br />Jb AHU DRAIN ~ I
<br />r ~ I 12'-4" \ 1'-0" I ~
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<br />I I DRAHIN$ - 2 STRAPS MAX q'=A, LOe.A1.l.QW. '-" I
<br />
<br />t' I BUILDER TO VERIFY DIMENSIONS FOB I r \.\/ 1'..... I
<br />I I LOCATION OF GIRDER TRU95E;, 1/ 0 ~ I
<br />'I HITH FINAL TRUSS ENGINEERIN6 DRAy'W~ ~ '\'\ 12 I
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<br />REV1~D 11/101'18
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<br />DRAHN BY
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<br />DoS.F.
<br />C.HEC.KED BY
<br />F.H.F.
<br />DATE
<br />1/11/2001
<br />sc..ALE
<br />AS NOTED
<br />JOB No,
<br />GMI-246
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