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PRE - ENGINEERED WEED TRUSSES 2 24' O.C. MAX <br />TRUSSES SHALL HAVE GALV METAL SEAT PLATES <br />UNDER THEM WHEN BEARING ON MASONRY <br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 154 FELT PAPER <br />SHEATHING TO BE 5/8' PLYW W /Bd RING SHANK NAILS <br />6' OZ. 4' O.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS <br />USE STEEL PLYCLIPS RIDGE VENT AS REQUIRED <br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS <br />CONTINIOUS <br />ALUM DRIP <br />EDGE <br />OR GUTTER <br />2X4 PT <br />WOOD SUB <br />WITH <br />ALUMIN{ <br />SOFFIT <br />AND FASCIA <br />TRIM <br />\ <br />VoRIE <br />SEE PLP <br />8'X8 'X16' CMU TYP, <br />PAINTED BLOCK WALL <br />BLOCK STRUCK WALLS <br />45 DOWEL TO MATCH REINF - <br />FROM FOOTER W/25' MIN LAP <br />4 'X4' INSPECTION PERT — <br />AT EACH FILL CELL (TYP) <br />20'H X 12 "W MONOLITHIC SLAB <br />W/ (2) #5 BARS ON CHAIRS 4' -0' ❑.0 — <br />20 <br />2 �1 1 _ A <br />01 <br />1/2' CEILING TYPE GYPSUM BOARD <br />R -30 BATT INSULATION (MIN) ATTIC SPACE <br />OPTIONAL BL❑ WN FIBERGLASS INSULATION <br />USE (1) SIMPSON HET420 STRAP POURED IN LINTEL AT EACH TRUSS <br />LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT FILL ALL NAIL HOLES <br />WITH 10d X 1 112' NAILS <br />(1) COURSE 8 'X8' KNOCK -OUT BLOCK FILLED <br />SOLID W /(1) #5 BAR TYP, AT ALL SOLID WALLS <br />PAINTED BLOCK WALL <br />C6OM�IILERCIALEMABBTT O\A1E F� ppOVvNEET CHAIRS <br />COMPACTED❑POISNN ITREATEDR CLEAN <br />SOIL VAPOR BARRIER <br />MATERIAL TO BE LAPPED <br />6'WITH SEAMS TAPED <br />STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM <br />CLEAN COMPACT TERMITE TREATED SOIL <br />BOTTOM OF FOOTER SHALL BE 12' BELOW GRADE <br />TYPICAL WALL SECTION <br />PRE - ENGINEERED WOOD TRUSSES 2 24' ❑.C. MAX <br />TRUSSES SHALL HAVE GALV, METAL SEAT PLATES <br />UNDER THEM WHEN BEARING ON MASONRY <br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 154 FELT PAPER <br />SHEATHING TO BE 5/8' PLYW W /86 RING SHANK NAILS <br />6" ❑.C, 4' O C. FOR FIRST 3 TRUSSES FROM GABLE ENDS <br />USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED 112' CEILING TYPE GYPSUM BOARD <br />INSTALL REEFING PER MANUFACTURERS SPECIFICATIONS <br />R -30 BATT INSULATION (MIN) ATTIC SPACE <br />CONTINIOUS ALUM DRIP EDGE OR GUTTER OPTIONAL BLOWN FIBERGLASS INSULATION <br />J <br />2X6 WOOD SUB WITH ALUMINUM <br />SOFFIT AND FASCIA TRIM <br />~ �-- USE (1) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS <br />7. = LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES <br />WITH lOd X 1 1/2' NAILS <br />W <br />VARIES <br />SEE PLAN <br />J (1) COURSE 8'X8" KNOCK -OUT BLOCK FILLED <br />SOLID W /(1) #5 BAR, TYP AT ALL SOLID WALLS <br />W <br />ALUM FRAME WINDOWS W <br />ATTACHED T❑ P.T. BUCKS PRECAST CONCRETE LINTEL <br />WINDOWS ATTACHED PER MANUF SPECS MARBLE SILL <br />PRE -CAST CONC SILL & WINDOW (TYP) <br />ARIES PAINTED BLOCK WALLS <br />8'X8'X16" CMU TYP, <br />I <br />PAINTED BLOCK WALLS <br />20 'H X 12'W MONOLITHIC SLAB <br />W/ (2) 45 BARS ON CHAIRS 4' -0' O C <br />C66❑MIMILLERCIALEMABBTAAOT O\ N1 ❑��/NET&AIRS <br />II C❑MPACTEDOR0P NN"TREATED CLEAN <br />6' SOIL. VAPOR BARRIER <br />MATERIAL TO BE LAPPED <br />II 6'WITH SEAMS TAPED <br />2�_] 1, /1 , <br />STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM <br />CLEAN COMPACT TERMITE TREATED SOIL <br />BOTTOM OF FOOTER SHALL BE 12' BELOW GRADE <br />TYPICAL WALL SECTION <br />QUALITY PRECAST COMPANY TABLE No. 2 <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" x 8" LINTELS <br />MARK <br />LINTEL <br />CLEAR <br />LINTEL <br />LINTEL <br />LINTEL <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SAFE LATERAL LOADS (PLF) <br />NO. <br />LENGTH <br />SPAN <br />TYPE <br />TOP <br />BARS <br />BOTTOM <br />BARS <br />PLAIN <br />SOLID <br />SOLID <br />SOLID <br />#5(1)U(0)L <br />SOLID <br />48X12 48X12 <br />MARK <br />TOTAL <br />CLEAR <br />LINTEL <br />TOP <br />LINTEL <br />#5(1)U(0)L <br />#5(1)U(1)L <br />45(1)U(1)1_ <br />#5(2)U(1)L <br />8 "x8" <br />8 "x8" <br />A BAR <br />B BAR <br />DETAIL A <br />DETAIL B <br />DETAIL C <br />DETAIL B & C <br />DETAIL D <br />LENGTH <br />SPAN <br />TYPE <br />BAR <br />BOTTOM BAR <br />(PLAIN) <br />(S ❑LID) <br />M -6 <br />5' -4" <br />4' -0" <br />Precast <br />(2) #3 <br />(2) #3 <br />NONE <br />1006 <br />1651 <br />1651 <br />1810 <br />1881 <br />666 <br />1355 <br />M -24 <br />17'-4" <br />16'-0" <br />Prestressed <br />(2) #3 <br />(2) #4 <br />NONE <br />N. R. <br />367 <br />367 <br />171 <br />332 <br />N, R, <br />213 <br />D -4 <br />4'-4" <br />3' -0" <br />Precast <br />C2) #3 <br />(2) 42 <br />NONE <br />963 <br />1230 <br />1230 <br />1596 <br />1596 <br />DETAIL 'A' DETAIL 'B" <br />DETAIL 'C' <br />DETAIL 'D' <br />lz <br />2' RECE <br />DETAIL 'DA' <br />2' RECESS <br />DETAIL 'DB' <br />.o <br />2' RECESS <br />DETAIL 'DC' <br />;e <br />— 2' RECESS <br />DETAIL 'DF' <br />TABLE No 9 <br />M -6 M -6 <br />REINFORCING <br />SCHEDULE & LOAD <br />CAPACITIES <br />DETAIL 'B' DETAIL 'B' DETAIL 'DB' <br />SAFE WORKING <br />LOADS (PLF) <br />16' GARAGE HER <br />DETAIL 'B' <br />8" x 8" <br />RECESS DOOR HEADER <br />M -6 M -6 <br />48X12 48X12 <br />MARK <br />TOTAL <br />CLEAR <br />LINTEL <br />TOP <br />LINTEL <br />GRAVITY SAFE <br />LOAD <br />UPLIFT SAFE LOAD <br />I SOLID <br />SOLID <br />SOLID <br />SOLID <br />NO, <br />LENGTH <br />SPAN <br />TYPE <br />BAR <br />BOTTOM BAR <br />LATERAL <br />SAFE LOAD <br />PLAIN <br />#5(1)U(0)L <br />#5(1)U(1)L <br />#5(1)U(o)L <br />#5(1)U(1)L <br />#5(2)U(1)L <br />PLAIN <br />SOLID <br />A BAR <br />B BAR <br />DETAIL DA <br />DETAIL DB <br />DETAIL DC <br />DETAIL DB & DC <br />DETAIL DF <br />DETAIL DA <br />DETAILDB <br />D -4 <br />4'-4" <br />3' -0" <br />Precast <br />C2) #3 <br />(2) 42 <br />NONE <br />963 <br />1230 <br />1230 <br />1596 <br />1596 <br />785 <br />1386 <br />lz <br />2' RECE <br />DETAIL 'DA' <br />2' RECESS <br />DETAIL 'DB' <br />.o <br />2' RECESS <br />DETAIL 'DC' <br />;e <br />— 2' RECESS <br />DETAIL 'DF' <br />I hereby certify that I have reviewed this plan and found it to <br />Ice n compliance with ASCE 7 -10 and the Florida Building Code 2010 edition <br />David W. Smith, P E #53608 <br />ENGINEER LICENCE #53608 <br />KELLER PAULA & COOK JAMES <br />5738 CYPRESS STREET <br />ZEPHYRHILLS, FL 33542 <br />D.W. SMITH, M.S.,P.E. #53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE -DADE CITY, FLORIDA 33525 <br />PHONE: 352-521-0865 F0352-521-0867 E-MlLl dw Yt pe @earth( nk,net <br />LINTEL PLA <br />DESIGN PLANS BY RICK <br />813 - 75-9793 <br />rgol hardt@ ampabay. rr, com <br />DETAILS <br />LINTEL PLAN <br />SCALE OAIL <br />1/4"=l'—O" 1 1 MAR 2013 <br />DESIGN /DRAWN CHECKED <br />R. GOLLHARDT D.W.S. <br />SHEET OF <br />3 OF 5 <br />JOB NO <br />2013-9 <br />M -6 M -6 <br />AWNING AWNING 306 06 8 <br />DETAIL 'B' DETAIL 'B' DETAIL 'DB' <br />M -24 <br />16' GARAGE HER <br />DETAIL 'B' <br />M -6 M -6 <br />48X12 48X12 <br />GLASS BLK GLASS BILK <br />DETAIL 'B' DETAIL 'B' <br />I hereby certify that I have reviewed this plan and found it to <br />Ice n compliance with ASCE 7 -10 and the Florida Building Code 2010 edition <br />David W. Smith, P E #53608 <br />ENGINEER LICENCE #53608 <br />KELLER PAULA & COOK JAMES <br />5738 CYPRESS STREET <br />ZEPHYRHILLS, FL 33542 <br />D.W. SMITH, M.S.,P.E. #53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE -DADE CITY, FLORIDA 33525 <br />PHONE: 352-521-0865 F0352-521-0867 E-MlLl dw Yt pe @earth( nk,net <br />LINTEL PLA <br />DESIGN PLANS BY RICK <br />813 - 75-9793 <br />rgol hardt@ ampabay. rr, com <br />DETAILS <br />LINTEL PLAN <br />SCALE OAIL <br />1/4"=l'—O" 1 1 MAR 2013 <br />DESIGN /DRAWN CHECKED <br />R. GOLLHARDT D.W.S. <br />SHEET OF <br />3 OF 5 <br />JOB NO <br />2013-9 <br />