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FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />INSTALLED PER FBCR <br />R505 2.1 ON �' O.S.B. <br />SHEATHING OR 2 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 �' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />7/8' 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. 9 TOP AND <br />BT. OF FLR TRUSS (TOP <br />2x4 SUPPORTS BT <br />PLATE OF 2ND FLR, BT. <br />2x4 IS FOR WALL <br />SHEATHING NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/TRUSS PLAN <br />5/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />UFLOOR FRAME <br />SCALE: 3/4'=1'-O' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />TWIST STRAP VERIFY W/ <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPEC IF ICAT IONS <br />llINDOW SILL <br />?x STUDS 19 16' O.G. MAX W/ <br />NSUL., SEE ENERGY CODE <br />=ORM5 FOR INSULATION <br />e-vALUES <br />J' T 4 G 5UBFLOOR GLUED <br />4ND SCREWED AS PER <br />=ASTENER SCHEDULE <br />'RE-ENG FLOOR TRUSS <br />'INSTALL PER MFG. SPECS., <br />j' GYPSUM BOARD OR <br />41GH STRENGTH CLG. <br />BOARD <br />::ONC. FILLED LINTEL BLK I <br />'1)05 REBAR CONTINUOUS <br />3EE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />'RECAST LINTEL <br />1JINDOW ATTACHMENT AS <br />IER MANUFACTURES <br />SPEC IF I CAT IONS <br />'RECAST BILL <br />'1)05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />6 16' O.C. <br />8' CMu <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />OVER'30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON r' O.S.B. <br />SHEATHING OR J' 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 AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />FOR SIZE 4 CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />8'x6' THRU-BOLTS - 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 8' O.C. MAX <br />OR <br />SECURE GABLE TO DEL TOP <br />PLATE W/ SIMPSON HTC4 6 24' <br />O.G. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />0.5.15. SHEATHING OR J' 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 I'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. a TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BT. 2x4 <br />IS FOR WALL SHEATHING <br />NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED, STRAP VERIFY <br />W/ TRUSS PLAN <br />s/e THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />SFLOOR FRAME <br />11 i SCALE: 3/4'=1'-0' <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 a+ 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.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. SPEC5.) <br />1' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1)05 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1)05 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />9 16' O.G. <br />8' CMU <br />1/2' GYP, I.I.L. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />INSTALLED PER FBCR <br />1;n052.1 ON �,' O.5.5. <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 />1,000' UPLIFT — <br />CONNECTOR <br />2x8 SYP "2 — <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP 02 — <br />WOOD STUDS <br />AT 12' O.G. MAX <br />2x8 P.T. SYP "2 <br />O <br />SOLE PLATE <br />z <br />�Q <br />OW <br />R' <br />�W <br />w <br />�O <br />a Z <br />"5 REBAR a 16' <br />z w <br />Qf <br />O.G. MAX, IN <br />W <br />CONCRETE <br />W Z <br />POURED CELL, <br />p 0 <br />VERIFY PER <br />PLAN. <br />QQ <br />JO zp <br />SEE ENERGY <br />N V <br />CODE FORMS <br />> <br />FOR <br />(DNSULATION <br />B <br />R-VALUES z u1 <br />(YQ <br />fL <br />� <br />WALL <br />SECTION - <br />WOOD <br />FRAME TO <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 m EA. <br />2X8 STUD <br />J' DRY WALL <br />I' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON BPI <br />6 EA. 2X8 <br />STUD <br />�(I) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1)'5 <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />i <br />PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />I6' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1)04 CONTINUOUS REBAR <br />WOOD BABE <br />04 REBAR 40' LONG <br />WIroMIN. <br />4SLAB <br />00K.G 2'-0 <br />O., <br />° <br />4' GONG., REINF. W/ ro <br />WIAXWIA0 WWM ON 6-MIL POLY <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />XO------* <br />BORA-CARE <br />(3)'5 REBAR ON CHAIRS <br />A R C H I T E C T S <br />Grou . . <br />Design <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32T50 <br />PH: 407-7T4.6078 <br />FAX: 407-774.4078 <br />w .abdesigngroupxom <br />-. AA #: 0003325 <br />F <br />w <br />ti <br />y <br />z <br />0 <br />0 <br />14 <br />tiz <br />3 <br />9TJHDIV. ae LOT: <br />SILVERADO <br />LOT 1 <br />BLK 2 <br />PROJEC <br />04128.00 -01002 <br />moaEu <br />4EBB <br />"1828- CALI" <br />GARAGE 9'W►WG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />1-HR WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />pnnrr --1141 <br />DATM 10/21/16 <br />BCALE: 1 /4"=1' - 0" <br />BPEEW /�� <br />D4. 1 <br />