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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R90521 ON <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />DOUBLE TOP PLATE <br />WINDOW HEADER SIZE <br />VARIES PER WINDOW <br />OPENING SEE HEADER <br />SPAN CHART FOR <br />DETAILS <br />O.S.B. SHEATHING OR }' —J <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />-1/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER <br />TYVEK BUILDING WRAP <br />(REFER TO STUCCO <br />SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE: SHEATHING MUST <br />NOT BREAK 1'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. Is TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM, 2x4 IS FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS * EACH <br />TRUSS. BTM. RIBBON TO BE <br />P.T. — <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />1 FLOOR FRAME <br />lll'��—�- <br />�- <br />2x STUDS tv 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />61MP50N HETA-I6 EMBED. <br />STRAP 0 32' O.G. MAX VERIFY <br />W/TRUSS PLAN <br />' GYPSUM BOARD OR 2 <br />HIGH STRENGTH CLG. BOARD <br />2 <br />EE ENERGY CODE FORMS <br />OR INSULATION R-vALUES <br />GYPSUM BOARD OR }' <br />IGH STRENGTH CLG. <br />50ARD <br />WIST STRAP VERIFY W/ <br />RU95 PLAN <br />IINDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />PECIFICAVONS <br />WINDOW SILL <br />2x STUDS A 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONIC. FILLED LINTEL BLK W/ <br />(U S REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPE C IF I CAT IONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />6 16' O.C. <br />B' CMU <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLA55 SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.21 ON J' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' THRU-BOLT5 0 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 8' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 s 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />O.S.B. SHEATHING OR Ui' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/8' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE: SHEATHING MUST NOT <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. lv TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />15 FOR WALL SHEATHING <br />NAILER) FASTEN EACH 2X4 <br />RIBBON W/ (5) 12d NAILS 9 <br />EACH TRUSS. BTM. RIBBON TO <br />BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/03) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY GABLE' <br />L FIRST FLOOR <br />BLOCK SECOND �e <br />1A FLOOR FRAME <br />SCALE: 3/4'-1'-0' <br />j O.S.B. SHEATHING OR }' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />116' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />2x4 CONT. la TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />IS FOR WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />12d NAILS 6 EACH TRUSS. BTM, <br />RIBBON TO BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />No THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PARALLE <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d's 0 EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />DOUBLE TOP PLATE <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS A 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />( INSTALL PER MFG. SPECS.) <br />I' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONIC. FILLED LINTEL BLK W/ <br />(1) "5 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(U 05 REBAR VERTICALLY <br />W/ CONC. POURED GELL <br />Ix2 P.T. FURRING STRIPS <br />* Iro' O.C. <br />B' CMU <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />2x STUDS A 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />NOTE: <br />PER FBCR 905.21 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED, FOR ROOF SLOPES OF <br />4:12 OR GREATER, (U LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4669 TYPE Iv, OR ASTM D 6'I5'1 <br />3/4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE ON <br />SHEET D2 <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />(5) 126 NAILS 0 EACH TRUSS. <br />' GYPSUM BOARD OR <br />BTM. RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />CONC, FILLED LINTEL BLK W/ <br />(1)45 REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK W/ <br />(1) IS REBAR CONTINUOUS <br />RIBBON <br />FASTENING DETAIL <br />2 SCALE: 3/4'=I'-0' <br />FIBERGLASS SHINGLES <br />OVER #30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON J' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />1,0000 UPLIFT — <br />CONNECTOR <br />2x6 SYP 02 — <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP 02 — <br />WOOD STUDS <br />AT 12' CC. MAX <br />2xB P.T. SYP 42 <br />SOLE PLATE <br />"5 REBAR m 16' <br />O.C. MAX, IN <br />CONCRETE <br />POURED CELL, <br />VERIFY PER <br />PLAN. <br />SEE ENERGY <br />CODE FORMS <br />FOR <br />INSULATION <br />R-VALUES z W <br />i0.- _Q <br />WALL - <br />SECTION —i <br />WOOD <br />FRAME TO <br />qBQ LOCK WALL m <br />EXTERIOR WALL STUDS <br />(WALL SHEATFING NOT <br />SNOIW FOR CLARITY) <br />FASTEN STUDS TO BLOCK WALL <br />WITH USP MST A48 STRAP WITH <br />FASTENERS AS SHOIW. INSTALL <br />STRAP . EA. END (UND) r <br />SPACE STRAPS AS FOLLOWS, <br />-no MPH 'C': 37' OD. <br />"W0 MPH 'C': 3i' OD. <br />-50 MPFI $': 46. O.C. <br />.We MPH 'C' 4W or <br />TOP OF STUD WALL L <br />WLE PLATE <br />TOP of <br />MASONRY WALL - <br />CM BLOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 m EA. <br />2X8 STUD <br />}' DRY WALL <br />}' DIA ANCHOR BOLT <br />AT 16' D.C. MAX WITH '1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />A EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE, (1) S <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.G. <br />6' CMU <br />I/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 46' LONG <br />O.C., <br />MIN. 24' IN SLAB <br />({ ° <br />4' CONC., R_INF. W/ 6'x6' <br />WI.4XWI.40 WWP'1 ON 6-MIL POLY <br />• <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) S REBAR ON CHAIRS <br />2 O - <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />$wow WTH ONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW KING STUD <br />MIN (10) 0d COMMON NAILS <br />INTO STUD (0.145 DIA X 1 1/2' <br />Low.) <br />FILL ALL REMAINING STRAP <br />HOLE$ W/ — NAILS -11 <br />WOOD BACKW. <br />DO NOT PLACE SCREW IN <br />TOP HOLE NEAREST TO TOP <br />OF CMU BLOCK WALL <br />COIMECT BOTTOM OF <br />L $TRAP TO CMU BLOCK WALL <br />W/ (1) 3/I6' DIA. X 1.1/4' <br />�— SCREW <br />ON MASONRY <br />EXTERIOR STUD WALL CONNECTION <br />3 TO FIRST FLOOR MASONRY WALL <br />AR CNITEC T 5 <br />6 <br />Design <br />Grou lr,.. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407.774-4078 <br />www.abdosigngroup.com <br />AA 4k 0003326 <br />m <br />a <br />0 <br />W <br />0 <br />m <br />0 <br />F <br />0 <br />3 <br />� <br />POOR a. LOT: <br />SILVERADO <br />LOT #43 <br />BLK #6 <br />PAOJmCT# <br />04128.000-04361 <br />MODmIc <br />4EBB <br />"1828—CALI" <br />GARAGm B WING- <br />LEFT <br />PAGIM <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLORmA <br />DA' 10/19/17 <br />sCAIM 1/4"=1'-0" <br />a81JE T <br />D4 <br />