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ROOF VENTILATION PER R806 <br />PRE-ENGINEERED TRUSSES PER R802.10 CLIMATE ZONE 2A <br />0 24' O.C. <br />ROOF TIE -DOWN PER R802.11 <br />PRE-ENGINEERED TRUSS 0 2'-0' O.C. (M) <br />30 YR. DIMENSIONAL SFIp�(;LES ON LINE OF LOAD PATH / <br />H30 FELT PAPER ON 5 SHEATHING <br />/ <br />UNDERLAYMENT APPLICATION NOTE 12 / <br />ON SHEET IH-S4 5 <br />SHEATHING THICKNESS PER R803.1 <br />FASTEN SHEATHING PER R803.2.3.1 <br />CONT. ALUM. = - <br />DRIP STRIP = <br />6' ALUM.-�` <br />FACIA IR- 30 INSULATION <br />WCEILING BOARD W/ <br />CKDOWN CEILING <br />VINYL SOFFIT 1'_0" <br />NOTE: POURED LINTELS <br />WILL BE 3000 p� CONC. <br />PLASTERING WITH PORTIAND CBOT <br />PLASTER IN ACCORDANCE WITH <br />R703.6.2 MIN. THK. = 1/2' <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 />TYPO -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 U <br />PER R703.6.5 <br />W�CSOM <br />OIC. <br />SIMPSON HETA20 <br />�CX 8' KNOCK -OUT BLOCK W/ 15 <br />cawnNuous REBAR <br />8' X 8' PRECAST CONC. LINTEL <br />— ABOVE WINDOW h DOOR OPENINGS <br />SINGLE HUNG ALUM. <br />WINDOW (TYP.) <br />PRECAST CONC. THIN THRU WALL SILL <br />—0 WINDOW (TYP.) o <br />MARBLE SILL <br />ORANGE PEEL OR KNOCK -DOWN <br />w ONE COAT <br />OF PAINT ON INTERIOR WALLS <br />8 CONC. BLOCK WALL <br />RUNNING BOND INSTALLATION <br />1 2' GYP. WAIL BOARD ON <br />f - /4' TUF -R INSULATION <br />BOARD - R-560 0/ <br />314" P.T. FURRING STRIPS <br />4 CONC. SLAB 25M psi r/ <br />6x6-10/10 W.W.M. <br />REINF. AND VAPOR BARRIER <br />71 T. _4­—. . <br />WIND UPLIFT LOADS AT TOP OF SIDEWALL <br />BUILDING WITH = 36.0' <br />ROOF & CEILING DEAD LOAD = 10 PSF <br />TRUSS SPACING = 24" O.C. <br />WRY SPEED = 140 MPH <br />(POUNDS PER TRUSS END CONNECTION = 8766 <br />REF. TABLE R802.11 <br />ROOF VENTILATION AS PER <br />FBCR SECTION R806 <br />CLIMATE ZONE 2A <br />EXTERIOR WAILS - A CONTINOUS LOAD <br />PATH PROVIDED TO TRANSMIT THE <br />APPLICABLE UPLIFT FORCES FROM THE ROOF <br />ASSEMBLY TO THE FOUNDATION PER R301.2.1 <br />MASONRY CONSTRUCTION PER R606-11610 <br />GENERAL DESIGN REF. R606 <br />EXTERIOR WINDOWS/DOOR PER W <br />MASONRY FILLED CELLS W/ REND•. BARS <br />REF. R6 AI (1) <br />MIN. REINF. <br />Jr, DOWEL TO MATCH <br />VVEERTICAL REINFORCING <br />W/25" MINIMUM LAP <br />HEADER BLOCK <br />6X6 10/10 W.W.M. <br />1 <br />6 MIL VAPOR BARRIER .1 I I I II <br />CLEAN, POISONED -1Ij <br />AND COMPACTED <br />o <br />STANDARD 90' BEND I .Q <br />ALL CONC BLOCK /DOWELS <br />(1) #5 VERT, IN <br />ALL CELLS <br />4"X4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />MIN. OPENING = 3' <br />c� <br />I , GRADE <br />TO BE FILLED SOLID w/ CONC. <br />BELOW GRADE �(2) #5 CONTINUOUS <br />za° <br />LOAD BEARING STEM WALL FOOTING <br />3/4" = 1'-0" <br />6X6 10/10 W.W.M. <br />HEIGHT ABOVE FINISH I. <br />GRADE REF. R403.1.6 I -III -I 11-11 la 11=1 I I <br />ITT TTT—TTT III —III —I <br />_ -III=J=1T1--III ' <br />DEPTH BELOW GRADE ,— I I H I 1=1 11=1 11=1'CLEAN, POISONED CONCRETE FLOORS ON GRADE — <br />REF. R403.1.4.1 lh=1=J=�=� ; I I ALND COLWPACTED SOIL THICKNESS PER R5 A i— <br />MMNMIAI HEIGHT I=1 I — • —III—III I (- SUPPORT PER R506.2.1 <br />N o -1 I 1 I LL1 STANDARD 90' BEND NF VAPOR A NET PER W.22.4 PER 3 6 MIL VAPOR BARRIER I I I <br />CLEAN, POISONED <br />(2) #5 CONTINUOUS F001B AND COMPACTED <br />REBAR CHAIR IN FOOTING <br />" Jr CLEAR. STANDARD 90' BEND <br />20 <br />ALL CONC. BLOCK W/ DOWELS <br />TO BE FILLED SOLID W/ CONC. <br />MASONRY FOOTER BELOW GRADE <br />REF. TABLE R403.1.2 <br />FOOTING 'G' <br />TYPICAL WALL SECTION <br />3/4" = 1'-0" <br />BEAM HANGER <br />CIkADQnKI <br />GRADE <br />(2) #5 CONTINUOUS <br />c� <br />ENTRY/PATIO STEM WALL FOOTING <br />3/4" = 1'-0" <br />TIE <br />H1 <br />JERS <br />2x12 SYP BEAMS W/ <br />I/2" PLYWOOD FILLER <br />'T POSTS <br />-6 @TOP <br />_6 @ BOT. <br />J <br />1/4" DIA. E.B. OR TOGGLE <br />BOLTS 0 24" O.C. <br />2X4 STUDS 016' O.C. <br />1 #5 VERT. IN <br />2X4 P.T. STUD <br />CELLS <br />HEADER BLOCK <br />DOWEL TO MATCH <br />RTICAL REINFORCING <br />W/25" MINIMUM LAP <br />2X4 P.T. PLATE <br />° 4"X4" INSPECTION PORT AT <br />6X6 10/10 W.W.M. <br />EACH ALL CELL TYPICAL <br />MIN. OPENING = 3" <br />a <br />GRADE <br />_ -1 _III=III <br />Z 6 MIL VAPOR BARRIER ° <br />. <br />— <br />1 1 I —I I <br />o N CLEAN, POISONED <br />_ _ <br />AND COMPACTED �I-III <br />III II <br />STANDARD 90' BEND <br />ALL CONC. BLOCK w/ DOWELS I ° <br />TO BE FILLED SOLID w/ CONC. <br />(2) 15 CONTINUOUS <br />BELOW GRADE <br />2X4 STUDS 0 16" CTRS. <br />W/ R-11 INSUL. (MIN.) <br />20 P.T. PLATE <br />6X6 10/10 W.W.M. <br />s .*- ° <br />—III—I <br />6 MIL VAPOR BARRIER °O I=I I= <br />CLEAN, POISONED 11 I — <br />AND COMPACTED <br />FRAME WALL TO LOAD BEARING CMU CONNECTION <br />3/4" = 1'-0" <br />6x6 10/10 W.W.M. <br />4" 3000 PSI CONC. <br />6 MIL VAPOR BARRIER <br />CLEAN onicnnirnI— <br />, <br />AND COMPACTED <br />12" <br />1/2" DIA. AB'S X 7" EMBED <br />0 48" O.0 MIN.. <br />•`' . 4 •° ' I III —III - <br />° —III—III= CD <br />(2) #5 CON'T. <br />4" <br />FRAME WALL TO GARAGE FLOOR STEP—DOWN <br />3/4" = 1'-0" <br />MIN. OF 12" BLW UNDISTURBED SOIL. <br />co <br />(2) #5 CONTINUOUS <br />MONOLITHIC FDN. DETAIL <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 />11'-4° <br />10'-0" <br />450 <br />12'-0" <br />10'-8" <br />400 <br />12'-6" <br />11'-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 />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 />(6TH. EDITION). <br />PROFBSSIONAI. ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER.- 53608 <br />Plans By: <br />Larry deMonunollin <br />90 Country Club Lane <br />Mulbeny, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 09-03-19 <br />DRAWN BY: 4E.D. <br />REVISION: DATE: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />3802110TH. AVE. <br />ZSPHYRHILIS, FL 33542 <br />CONTRACTOR: <br />BUTrERFIELD INVESTMENTS <br />HOUSE PLAN <br />STRUCTURAL DETAILS <br />SECTION @ FRONT PORCH <br />3/4" = 1'-0" <br />DWG, 38021-S1 REV. 0 <br />