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PRE-ENGINEERED TRUSS ® 2'-0' O.C. (TYP.) <br />30 YR. DIMENSIONAL SHNGLES ON <br />30,f FELT PAPER ON 5 8' SHEATHING <br />SEE UNDERLAYMENT APPLICATION NOTE <br />SHEATHING THICKNESS PER R803.1 <br />FASTEN SHEATHING PER R803.2.3.1 <br />NAILER <br />CONT. ALUM. <br />DRIP STRIP <br />2x6 SIB -FASCIA <br />6' ALUM. <br />FACIA <br />ALUMINUM VENTED SOFFIT <br />SINGLE HUNG ALUM. <br />WINDOW (TYP.) <br />PLASTERING WITH PORTLAND CEMENT <br />PLASTER IN ACCORDANCE WITH <br />R702.1 MIN. THK. = 5/8' <br />EACH PLASTER COAT MUST BE KEPT MOIST <br />FOR A MINIMUM OF 48 HOURS PRIOR <br />TO APPLYING SUBSEQUENT COATS PER <br />R703.6.4 <br />TWO -COAT CEMENT PLASTER APPLICATIONS- <br />7-DAY WAIT TIME BEFORE APPLYING FINISH COAT <br />THREE -COAT CEMENT PLASTER APPLICATIONS: r" <br />48 HOURS WAIT TIME BEFORE APPLYING FINISH COAT <br />PER R703.7.2 (1) #5 VERT. IN <br />FILL CELLS <br />42X4'INSPECTION PORT AT <br />EACH ALL CELL TYPICAL <br />MIN. OPENING = 3' <br />GRADE <br />O — <br />N — <br />MIN. BELOW GRADE <br />(2) 15 CONTINUOUS <br />DOWEL TO MATCH (1)5 VERT. IN <br />11CAL REINFORCING <br />W/25' MINIMUM LAP ALL CELLS <br />HEADER BLOCK <br />12 <br />5 <br />8' X 8' KNOCK -OUT BLOCK W/ 15 <br />CONTINUOUS REBAR <br />SIMPSON HETA20 <br />8' X 8' PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />NOTE: POURED LINTELS <br />BOWL BE 300o psi CoNC. <br />MARBLE SILL <br />ROOF VENTILATION AS PER <br />FBCR SECTION R806 <br />CLIMATE ZONE 2A <br />(SEE CALCULATIONS) <br />ELEV. 8'-0' TOP OF MASONRY WALL <br />R- 30 BLOWN INSULATION <br />1/2' CEILING BOARD W/ <br />KNOCKDOWN CEILING <br />GE PEEL OR KNOCK -DOWN <br />w ONE COAT <br />OF PAINT ON INTERIOR WALLS <br />8' CONC. BLOCK WALL <br />PER ASTM C-90 W/ TYPE M OR S a <br />RUNNING BOND INSTALLATION <br />1/2' GYP. WALL BOARD ON <br />3/4' P.T. FURRING STRIPS W/ <br />3/4' TUFF-R INSULATION °D <br />BOARD - R-5.0 <br />PRECAST CONIC. THIN THRU WALL SILL <br />® WINDOW (TYP.) <br />15 DOWEL TO MATCH <br />VERTICAL REINFORCING 4' CONC. SLAB 2500 psi w/ <br />W/ 25' MINIMUM LAP 6x6-10/10 W.W.M. <br />HEADER BLOCK REINF. AND VAPOR BARRIER <br />6x6 10/10 W.W.M. <br />i ELEV. O'-O' TOP OF SLAB <br />12' STANDARD 90' BEND <br />PER TABLE R403.1.2 <br />(FOOTING A) <br />TYPICAL WALL SECTION <br />3/4" = 1'-0' <br />4"X4' INSPECTION PORT AT <br />EACH ALL CELL TYPICAL <br />6x6 10/10 W.W.M. MIN. OPENING = 3' <br />° " vg a <br />6 MIL VAPOR BARRIER II— <br />� I =— I I=1 i l : ��a • �. III=11 I=1 11= <br />°i- <br />CLEAN, POISONED — — <br />_ <br />AN S ANDAACTED BEND I I— — — I —III —I' <br />=1 I I=1 I I=1 I I ° n _. I I I=1 I �• <br />(2) #5 CONTINUOUS <br />PER TABLE R403.1.2 <br />(FOOTING A) <br />LOAD BEARING EXTERIOR WALL FOOTING <br />3/4' = 1'-0" <br />6 MIL VAPOR BARRIER <br />CLEAN, TERMITE POISONED <br />AND COMPACTED SOIL <br />1/4' DIA. E.B. OR TOGGLE <br />BOLTS ® 24.O.C. <br />2X4 STUDS 016" O.C. — <br />2X4 P.T. STUD <br />HEADER BLOCK <br />2X4 P.T. PLATE -� <br />6x6 10/10 W.W.M. <br />6 MIL VAPOR BARRIER <br />(LEAN, POISONED AND COMPACTED <br />STANDARD 90' BEND <br />TABLE R403.1.2 <br />FOUNDATION UPLIFT (ASD) DESIGN DETAILS <br />FOOTING <br />TYPE <br />T <br />(inches) <br />W <br />(inches) <br />SLAB/WALL <br />RESISTANCE <br />(plf) <br />NOTES <br />A <br />Mono <br />20 <br />12 <br />6 <br />502 <br />3 <br />Mono <br />20 <br />16 <br />6 <br />585 <br />3 <br />B <br />Mono <br />20 <br />12 <br />13 <br />796 <br />3 <br />Interior <br />Mono <br />20 <br />16 <br />13 <br />879 <br />3 <br />Interior <br />NOTES <br />1.Tributary width of 3 1 /2" slab or weight of <br />stemwall <br />and bond beam. <br />2.First floor <br />dead load multiplied by 0.6 may <br />also be <br />included. <br />3.All footing <br />dowel bars shall be same size as <br />wall steel, <br />shall have <br />a standard 90—degree hook, and <br />shall be <br />embedded <br />a minimum of 6 inches. Dowel bars shall lap <br />vertical wall reinforcement a minimum of 25 inches. <br />1 �5 VERT. IN <br />CELLS <br />UIDOWEL TO MATCH <br />TICAL REINFORCING <br />W/25' MINIMUM LAP <br />fXe INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />MIN. OPENING = 3' <br />(2) #5 CONTINUOUS <br />FRAME WALL TO LOAD BEARING CMU CONNECTION <br />3/4" = 1'-0" <br />4' THICK CONIC. SLAB _ 4» <br />WITH 6x6-10/10 W.W.M. <br />ON 6 MIL VAPOR <br />BARRIER <br />° �v.4 q <br />� 00 � -III=III � • .: • : • <br />' I I=III III=III <br />8x8x16 CMU EXT. <br />151 FELT <br />1 4' DIA. EB. <br />BOLTS ® 24' <br />2x4 P.T. STUD <br />2X STUDS 0 16" O.C. <br />W/ R-11 INSUL (MIN. w/"2X P.T. <br />BOTTOM PLATE W/ 1 2'0 L" <br />BOLTS AT 4'-0' O.C. <br />(MIN. 6' EMBEDMENT) <br />4' THICK CONC. SLAB <br />NTH 6x6-10/10 W.W.M. <br />ON 6 MIL VAPOR <br />BARRIER <br />�— (2) #5 CONTINUOUS <br />8" 1'-4" 4' <br />SECTION @ STEPDOWN @ GARAGE <br />3/4" = 1'-0" <br />STUD BEARING WALL TO BLOCK SECTION <br />3/4' = 1'-0" <br />#5 VERT. WALL REINF. <br />d GROUT CELLS SOLID <br />1 /2%8' J-BOLT <br />W/ NUT & 2' SQ. WASHER <br />x 1/8' OR 9/16" WASHER <br />(3) PER SIDE <br />P.T. DOOR STOP <br />TRACK BRACKET - 2x6 PT JAMB <br />ATTACH PER MFG. <br />RECOMMENDATIONS <br />GARAGE DOOR ATTACHMENT DETAIL <br />3/4" = 1'-0" <br />LATION <br />GE ARE SEPARATION <br />3ARD, GARAGE SIDE <br />26 <br />2x4 STUDS Q 16' O.C. <br />l� <br />'1 <br />12' J-BOLTS <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-10, & FBC 2017 <br />(6T& EDITION. <br />S <br />•.�` �o •v�CENS •� <br />W ". <br />•� STATEM�!.• <br />�O�'•. O <br />i R <br />ONAIL�`���� <br />Ilffill <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER 53608 <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mu% ny, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-08-19 <br />DRAWN BY: L.E.D. <br />REVISION: <br />DATE: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />501618th. STREET <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />HOUSE PLAN <br />WALL SECTION & DETAILS <br />DWG. BF-001-A7 REV.0 <br />