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PRE—ENGINEERED TRUSS ® 2'-0" O.C. (TYP.) <br />30 YR. DIMENSIONAL SHINGLES ON <br />301 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 SUB —FASCIA <br />6" ALUM. <br />FACIA <br />ALUMINUM VENTED SOFFIT <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: <br />48 HOURS WAIT TIME BEFORE APPLYING FINISH COAT <br />PER R703.7.2 <br />SINGLE HUNG ALUM. <br />WINDOW (TYP.) <br />(1) #5 VERT. IN <br />FILL CELLS <br />4"X4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />MIN. OPENING = 3" <br />Go <br />N. <br />GRADE <br />CD <br />MIN. BELOW GRADE <br />(2) #5 CONTINUOUS <br />12 <br />5 <br />8' X 8" KNOCK —OUT BLOCK W/ #5 <br />CONTINUOUS REBAR <br />SIMPSON HETA20 / META20 <br />8" X 8' PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />NOTE: POURED LINTELS <br />WILL BE 3000 psi CONC. <br />MARBLE SILL <br />ROOF VENTILATION AS PER <br />FBCR SECTION R806 <br />CLIMATE ZONE 2A <br />(SEE CALCULATIONS) <br />ELEV. 10'-0" TOP OF MASONRY WALL <br />R- 38 BLOWN INSULATION <br />1/2" CEILING BOARD W/ <br />KNOCKDOWN CEILING <br />ORANGE 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 <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 00 <br />BBOARD - R-5.0 <br />PRECAST CONC. THIN THRU WALL SILL <br />0 WINDOW (TYP.) <br />DOWEL TO MATCH <br />RTICAL REINFORCING 4' CONC. SLAB 2500 psi w/ <br />W/ 25 MINIMUM LAP 6x6-10/10 W.W.M. <br />p HEADER BLOCK REINF. AND VAPOR BARRIER <br />° 64 10/10 W.W.M. <br />ELEV. O'-0" TOP OF SLAB <br />6 MIL VAPOR BARRIER <br />III=III=III=III= CLEAN, TERMITE POISONED <br />„ I I I I - II I I I I=I I AND COMPACTED SOIL <br />12" 'STANDARD 90' BEND <br />PER TABLE R403.1.2 <br />(FOOTING A) <br />TYPICAL WALL SECTION <br />3/4" = 1'-0" <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 <br />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 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 <br />25 inches. <br />8x8x16 CMU EXT. <br />15# FELT <br />1 4' DIA. E.B <br />BOLTS 0 24" <br />20 P.T. STUD <br />1/4" DIA. E.B. OR TOGGLE <br />BOLTS 024" O.C. <br />5 DOWEL TO MATCH <br />VERTICAL REINFORCING <br />(1) #5 VERT. IN <br />20 STUDS ® 16" O.C. <br />(1) #5 VERT. IN <br />2X STUDS @ 16" O.C. <br />W/ R-11 INSUL. (M IN.) w/"2X P.T. <br />W/25" MINIMUM LAP <br />FILL CELLS <br />2X4 P.T. STUD <br />FFICLL CELLS <br />BOTTOM PLATE W 1 2"L" <br />HEADER BLOCK <br />HEADER BLOCK <br />5 DOWEL TO MATCH <br />LTTCAL REINFORCING <br />BOLTS AT 4'-0" O.C. <br />(MIN. 6' EMBEDMENT) <br />4"X4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />20 P.T. PLATE <br />W/25' MINIMUM LAP <br />4"X4" INSPECTION PORT AT <br />4" THICK CONC. SLAB <br />— 4 <br />4" THICK CONC. SLAB <br />6x6 10/10 W.W.M. <br />MIN. OPENING = 3' <br />6x6 10/10 W.W.M. <br />EACH FILL CELL TYPICAL <br />MIN. OPENING = 3" <br />— <br />WITH 6x6-10/10 W.W.M. <br />ON 6 MIL VAPOR <br />WITH 6x6-10/10 W.W.M. <br />ON 6 MIL VAPOR <br />BARRIER <br />BARRIER <br />6 MIL VAPOR BARRIER I <br />a a <br />_ —___ <br />_ <br />GRADE <br />° <br />4 <br />° . <br />=—III— <br />i I <br />° — — - <br />III=III=I I- <br />I_I I I I i- <br />6 MIL VAPOR BARRIER III —III— d <br />—III— I I —III III <br />—III —III <br />d <br />° <br />1(- <br />-1 —III <br />CLEAN, POISONED _ <br />AND <br />—I ° —I <br />III=III= <br />_I <br />CLEAN, POISONED -I I=III=I a a ` I=III—III <br />III <br />—III <br />00 <br />ANDARD 90'BEND II = __ <br />-III=III=III <br />(=III-I1 <br />' 'd III=� I <br />AND COMPACTED, — = <br />STANDARD 90BEND I I = _— ��°.: I=III <br />I I I—I <br />I <br />—1 <br />11=1 I I —=I —11= 1-(2) CONTNUOUS <br />I=I <br />=1, ,-, ,,—J, ,-1 <br />I-1 <br />#TINUOUS <br />-j=1 <br />(2) #5 CONTINUOUS U#5 <br />4„ <br />4„ <br />PER TABLE R403.1.2 <br />(FOOTING A) <br />4:�ECTI�N�STEPDOWN <br />@ <br />GARAGE <br />OEARING <br />EXTERIOR WALL FOOTING <br />3 AMEWALL TO LOAD <br />BEARING CMUCONNECTION <br />" = <br />2 " <br />3/4" = 1'-0" <br />3/4" = <br />STUD BEARING WALL TO BLOCK SECTION <br />3/4" = 1'-0" <br />"` "r"T ILIA" REINF. <br />'OLID <br />;8" J—BOLT <br />UT & 2" SQ. WASHER <br />3" OR 9/16" WASHER <br />) PER SIDE <br />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 />.. <br />pill <br />1 Sligo <br />1 1 <br />ka <br />PROFESSIONAL ENGINEER SEAL <br />.I e� <br />ENGINEER OF RECORD <br />SP2 <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER 53608 <br />LATTON <br />GE FIRE SEPARATION <br />DARD, GARAGE SIDE <br />2.6 <br />2x4 STUDS 016" O.C. Plans By: <br />Larry deMontinolfin <br />°.i 90 Country Club Lane <br />/2/" J-BOLTS Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-08-19 <br />DRAWN BY: 4E.D. <br />REVISION: DATE: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />3i11TERFIBLD INVESTMENTS, INC. <br />501018th. STREET <br />ZEPHYRHILIS, FL. 33542 <br />CONTRACTOR: <br />HOUSE PLAN <br />WALL SECTION & DETAILS <br />DWG, BF-002-A7 REV. 0 <br />