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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R'305.2.1 ON �,,' 0.5.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 />DOUBLE TOP PLATE <br />WINDOW HEADER SIZE <br />VARIES PER WINDOW <br />OPENING SEE HEADER <br />SPAN CHART FOR <br />DETAILS <br />0.5.5. SHEATHING OR }' <br />CDX PLYWOOD, <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />'I/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIF15ER JUM50TEX <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. ® TOP AND <br />BT. OF FLR TRU55 (TOP <br />2x4 SUPPORTS BT <br />PLATE OF 2ND FLR, BT. <br />2x4 15 FOR WALL <br />SHEATHING NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/1)3) <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 />U-11_-�FLOOR FRAME <br />SCALE: 3/4' = I' - 0' <br />EE ENERGY CODE FORMS <br />DR INSULATION R-VALUES <br />'GYPSUM BOARD OR #' <br />IGH STRENGTH GLG. <br />SOARD <br />WIST STRAP VERIFY W/ <br />RU55 PLAN <br />INDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />PECIFICATIONS <br />WINDOW SILL <br />2x STUDS A IC6' 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 />J' GYPSUM BOARD OR <br />HIGH STRENGTH GLG. <br />BOARD <br />CONC. FILLED LINTEL BLK <br />(1) *5 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />o Iro' O.C. <br />6' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />OVER *30 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />RS05.2.-I ON I,' O.S.B. <br />IS PRESENT <br />INSTALLED PER FBCR <br />SHEATHING OR J'CDX <br />R905.21 ON <br />PLYWOOD SECURED PER <br />SHEATHING OR J' CDX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />2x4 OR 2x6 SUB -BAND PER <br />W/ (2) 12d's m EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />J'GYPSUM BOARD OR %' <br />VENTED ALUM. SOFFIT <br />2x4 OR 2x6 SUS -BAND <br />HIGH STRENGTH GLG. <br />BOARD <br />PER ELEVATIONS <br />ALL <br />STHTS OVER <br />UPRIGHTS OVER 4'-10' <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />HIGH (SEE SEALED ENG. <br />SEE ENERGY CODE FORMS <br />N UPLIFT <br />SP2 s EA. <br />2X8 STUD <br />FOR SIZE 4 CONDITION) <br />FOR INSULATION R-VALUES <br />CONK <br />CONNECTOR <br />SECURE 2x4 PLATE TO WALL W/ <br />GYPSUM BOARD OR <br />2x8 SYP 02 <br />a'x6' THRU-BOLTS s 32' O.G.' <br />8 <br />HIGH STRENGTH CLG. <br />DBL TOP <br />MAX THEN SECURE GABLE TO <br />BOARD' <br />PLATE <br />DRY WALL <br />2x4 PLATE W/ 12d's 8' O.C. MAX <br />OR <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING' <br />DIA ANCHOR BOLT <br />SECURE GABLE TO DBL TOP <br />WINDOW ATTACHMENT AS <br />2x6 SYP "2 <br />AT IC6' O.C. MAX WITH "' <br />EMBEDMENT AND 2' <br />PLATE W/ SIMPSON HTC4 6 24' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />O.G. MAX <br />SPECIFICATIONS <br />AT 12' O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />SIMPSON SPI <br />A EA. 2X8 <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />2x STUDS o Ib' D.G. MAX W/ <br />STUD <br />DETAILS <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x8 P.T. SYP 02 <br />O.S.B. SHEATHING OR }' CDX <br />R-VALUES <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />PLYWOOD. ATTACHED PER <br />~ <br />POURED SOLID WITH <br />FASTENER SCHEDULE ON SHEET <br />J' T 4 G SUBFLOOR GLUED <br />z <br />CONCRETE. (1) 05 <br />D5 <br />AND SCREWED AS PER <br />Qw q <br />REBAR HORIZONTALLY <br />I/&' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULE <br />CEMENT PLASTER OVER <br />PRECAST LINTEL <br />EXPANDED GALV'D METAL LATH <br />WINDOW ATTACHMENT AS <br />ON FORTIFIBER JUMBOTEX <br />PER MANUFACTURES <br />GRADE 'D' PAPER OVER TYVEK <br />W <br />w U <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />J <br />STUCCO SPECS FOR COMPLETE <br />PRE-ENG FLOOR TRUSS <br />w <br />PRECAST SILL <br />INFORMATION) <br />(INSTALL PER MPG. SPECS.) <br />Z "5 REBAR ® 16' <br />NOTE: SHEATHING MUST NOT <br />GYPSUM BOARD OR }' <br />z O.G. MAX, IN <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />HIGH STRENGTH GLG. <br />w CONCRETE <br />LINE <br />BOARD <br />W Z POURED CELL, <br />VERIFY PER <br />Ix2 P.T. FURRING STRIPS <br />2x4 CONT. 9 TOP AND BT. OF <br />O <br />PLAN. <br />a I6' O.C. <br />FLR TRU55 (TOP 2x4 SUPPORTS <br />CONIC. FILLED LINTEL BLK W/ <br />an <br />6' CMU <br />BT PLATE OF 2ND FLR, BT. 2x4 <br />(1) 15 REBAR CONTINUOUS <br />O SEE ENERGY <br />1/2' GYP. WL. BD. <br />IS FOR WALL SHEATHING <br />NAILER) <br />PRECAST LINTEL <br />N O CODE FORMS <br />(1) 04 CONTINUOUS REBAR <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />w FOR <br />WOOD BASE <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURER <br />SPECIFICATIONS <br />INSULATION <br />3 R-VALUES Z <br />"4 REBAR 48' LONG <br />PRECAST SILL <br />(K Q W' <br />C) W/6' HOOK ® 24' O.C., <br />EMBED. STRAP VERIFY <br />05 <br />Q z <br />O <br />Q MIN, 24' IN SLAB <br />W/ TRUSS PLAN <br />(1) REBAR VERTICALLY <br />� )_ <br />(L <br />ol <br />l7 2'-0' (MIN. <br />s/a <br />W/ CONIC. POURED CELL <br />v <br />° N SLAB) <br />THICK, 3 COAT <br />I Ix2 P.T. FURRING STRIPS <br />PORTLAND CEMENT <br />� 16' O.C. <br />— <br />PLASTER APPLIED <br />I <br />Z' <br />DIRECTLY TO MASONRY <br />V CMU <br />WALL <br />s <br />I/2' GYP. WL. BD, <br />4' CONIC., REINF. W/ 6 x6 <br />2— STORY GABLE <br />WOOD BASE <br />_ <br />L° ON6-MILPOLY <br />FIRST FLOOR <br />WOOD - <br />ETHYLENE VAPOR BARRIER ON <br />ETHYLWIAXWENE VA <br />WELL -COMPACTED CLEAN FILL <br />BLOCK SECOND <br />ee a 9 <br />FRAME TO <br />TERMITE TREATMENT SHALL BE <br />1A FLOOR FRAME <br />L�_a <br />U <br />1B LOCK WALL° <br />6,' �. 6, �. <br />2_® BORA-CARE <br />— (3) 05 REBAR ON CHAIRS <br />SCALE: 3/4'=I'-0' <br />a�F <br />A R C N I T 2 C T S <br />Design <br />Grout nc. <br />AI N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />i <br />w <br />h <br />m <br />z <br />Q. <br />y <br />0 <br />0 <br />aVBDIV. de 1.01`. <br />SILVERADO <br />LOT #16 <br />BLK #1 <br />PROJECT* <br />04128.000-16001 <br />MODEL, <br />4EGB <br />"GALEN" <br />GARAGE OMMO: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />1— HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCMTECT: <br />STATE OF FLORIDA <br />�r <br />I <br />DA r'MT11/07/16 <br />BCAIa: 1 /4"=1'- 0" <br />B*xmw <br />D4.1 <br />