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FOR: <br />WAYN <br />25" <br />REBAR LAP DISTANCE <br />PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP.) --�, 25' MIN. LAP / / 25' MIN. LAP / <br />LINE OF LOAD PATH <br />30 YR. DIMENSIONAL SHINGLES ON <br />30# FELT PAPER ON 5/8' O.S.B. - 1 DRILL & EPDXY SET #5 - <br />OR PLYWOOD w REBAR. <br />12 \� z - FOOTING <br />4� ¢ .� <br />c \ <br />c 4 <br />CONT. ALUM.--_\ `~ Q C.M.U. WALL � m a <br />DRIP STRIP <br />6' ALUM......... ,.� Q -- (1) 15 DOWEL (1) #5 DOWEL a <br />FACIA R- 30 BLOWN INSULATION w IN CORNER IN CORNER <br />-1 2" CEILING BOARD W/ <br />OCKDOWN CEILING <br />ALUMN. SOFFIT -- 1'-0" \ <br />� SIMPSON HETA20 <br />\ 8" X 8" KNOCK -OUT BLOCK W/ #5 <br />CONTINUOUS REBAR <br />NOTE: POURED LINTELS <br />WILL BE 3000 psi CONC. \--8' X 8" PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />__...___._.___SINGLE HUNG ALUM. CONTINUITY OF FOOTING <br />ALL CONC. WINDOW (TYP.) & FOUND, WALL REIN, DETAIL_ g REMEDIAL REPAIR FOR DOWEL DETAIL <br />0 BE FILLEBLOCK IDw/ DOWELS /- PRECAST CONY. THIN THRU WALL SILL - C N R N E R CONTINUITY & WALL R E I N E U R C M E N T �-- N'T's' <br />/ 0 WINDOW (TYP.) 3/4 = 1 0 <br />BELOW GRADE / °O <br />---MARBLE SILL 3/4' = 1'-0' <br />CEMENTITlOUS FINISH ---8' CONC. BLOCK WALL <br />(105 VERT. IN ,-- 1/2" GYP. WALL BOARD ON <br />F�ICELLS 3/4' P.T. FURRING STRIPS W/ <br />15 DOWEL TO MATCH AFOIL R 4.2. FASTEN ROOF SHEATHING W/ 8d NAILS 0 6' D.C. <br />VERTICAL REINFORCING \ 0 EDGES, 12' O.C. 0 FIELD do 4' O.C. ALONG NAILER <br />4 CONC. SLAB 2500 si w R-30 BLOWN GATT INSULATION MIN. <br />W/25" MINIMUM LAP P / �r-•' <br />FIBERMESH OR 6x6-10 10 W.W.M. 1/2 GYP. WALL BOARD <br />/ TOP PLATE ............._.._.•: •�' <br />4"X4" INSPECTION PORT AT _ REINF. AND VAPOR BARRIER <br />EACH FILL CELL TYPICAL <br />\ a 1/2' GYP. WALL BOARD <br />a v <br />00 <br />=III —I — <br />STANDARD 90' BEND -III- - 2X4 STUDS 016 O.C. <br />Z II=1I1=1I1=1 III —III —III —II � <br />—III=1 I I=1 I ° < . _r(2) 15 CONTINUOUS FOOTER- <br />-III'-II I —I I —I I -I 6 MIL VAPOR BARRIER NOTE; 2z6 NAILER BELOW SHEATHING <br />N =1 I I=► r'I I I — I I I Imo-III=III=III= MID POINT BLOCKING FASTEN ALONG VALLEY W/ 10d NAILS 0 4O.C. ENGR. TRUSS <br />I I=1 I I-III=1 I=1 I I=1 I III -I t�=1 I I=1 I I=1 NOT REQUIRED <br />CLEAN, POISONED <br />AND COMPACTED SOIL. SECTION @ VALLEY -SET ATTACHMENT <br />12" REBAR CHAIR IN FOOTING CAST-IRON AUTOMATIC <br />3" CLEAR, NAIL SUN 8 NAILS -- - 2X4 P.T. PLATE 3/4" = 1'-O" <br />024 O.C. JOR EQUAL) <br />— 6x6 10/10 W.W.M. NOTE THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER <br />e � \ <br />TYPICAL WALL SECTION <br />3/4' = 1'-0' <br />LINTEL RATINGS <br />LINTEL LENGTH <br />CLEAR SPAN <br />LINTEL plf <br />2'-10' <br />1'-6- <br />1700 <br />3'-6' <br />2'-2' <br />1700 <br />4'-0' <br />2'-8' <br />900 <br />4'-6' <br />3'-2' <br />900 <br />5'-4' <br />4'-0' <br />900 <br />5'-10' <br />4'-6' <br />900 <br />6'-6' <br />5'-2' <br />1200 <br />7'-6' <br />6'-2' <br />800 <br />8'-4' <br />7'-0' <br />650 <br />9'-4' <br />8'-0' <br />450 <br />10'-6' <br />9'-2' <br />350 <br />ll'-4' <br />10'-0' <br />450 <br />12'-0' <br />10'-8' <br />400 <br />12'-6' <br />1l'-2' <br />350 <br />13'-4' <br />12'-0' <br />350 <br />14'-0' <br />12'-8' <br />350 <br />14'-8' <br />13'-4' <br />350 <br />17'-4' <br />16`0' <br />470 <br />19'-4' <br />18'-0' <br />500 <br />(:4DTY PI INTERIOR NON -BEARING WALL <br />3/4' = 1'-0' <br />24' MIN. LAP <br />4'-0" MIN. 4'-0" MIN. <br />5/8'1 HOUR ARE RATED PLYWOOD SHEATHING 5/8'1 HOUR ARE RATED PLYWOOD SHEATHING <br />#3 OR #4 REINFORCING BAR <br />#3 <br />& #4 LAP SPLICE <br />- -- --- - <br />- PRE-ENGINEERED TRUSSES 0 24' O.C. MAX.;: <br />25' MIN. LAP <br />__ ....__. _--___-. ... __-..........-. ___.__..._._._-_ __- <br />_._ FIREWALL TRUSS WITH VERTICAL BLOCKING 0 24' O.C. <br />TWO (2) LAYERS OF 5 8' TYPE 'X" DRYWALL TYP. EACH SIDE <br />TRUSS FELT <br />FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING <br />#5 REINFORCING BAR <br />#5 LAP SPLICE <br />1 M R- 30 BLOWN OR BATTS INSULATION <br />20 BLOCKING -- 1/2' CEILING BOARD W/ <br />' <br />KNOCKDOWN CEILING <br />1x4 PT <br />10'10 <br />- 8" X 8' KNOCK -OUT BLOCK W/ #5 <br />a <br />CONTINUOUS REBAR <br />R 2" <br />- 1 HOUR MASONRY WALL <br />= Simpson Strong -Tie <br />#5 REINFORCING BAR -- <br />f <br />1 HOUR COMMON WALL <br />HETA20 <br />REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. <br />A.C.I. STD. 900 BEND <br />TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. <br />FIRE COMMON -WALL SECTION <br />REBAR LAP <br />&BENDING DETAILS <br />3NTERIOR <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED <br />PROJECT NAME : WALNUT T <br />E <br />GROVE <br />BUTTERFIELD <br />DESIGN AND FOUND rr TO BE IN COMPLIANCE WITH TEE 2014 <br />rcru VnrrrnM i VT nTams 'RV_QMVTVTA F. Ta TnrF.nnvr, cnnTA <br />n 1 <br />I � n �►I f \ f� T • /1 I I I - <br />JOB ADDRESS: <br />- <br />FEC 2014, & AS" 7-10. BUILDER: BAILEY CONTRACTING, LLC <br />DAVID W. S�rHPE ' <br />4408 Court St. <br />, � <br />"N WALLASTON DIL LIC.# PE 53608 DESIGNER: LARRY DEMONTMOLLIN <br />ZephyrhillS, Fl. 33542 DARE CITY FL. 33525 PH. 352-521-0865 <br />— - - - --- <br />7�x,.lY}'Hyiri <br />SCALE- AS NOTFD <br />