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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS05.21 ON fic" 0.5.15� <br />SHEATHING OR 2" COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />FIRE -ENG TRU-55 <br />P.T. IX2 W1 MTL. DRIP EDGE <br />2x4 OR 2xg, SL15-5AND <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 />1-16 0.5.15� SHEATHING OR 11 <br />CDX PLYWOOD, <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />-1/a' THICK, 3 COAT <br />PORTLAND CEMENT <br />PILASTER 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 l'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. 6 TOP AND <br />5T. OF FLR TRU55 (TOP <br />2x4 SUPPORTS BT <br />PLATE OF 2ND FLR, 5T. <br />2x4 IF, FOR WALL <br />SHEATHING NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W1 TRU55 PLAN <br />V 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"=V-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />J, GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />TWIST STRAP VERIFY W1 <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS s lro' O-C. MAX W1 <br />INSUL, SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />J' T 4 G 5UBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRU66 <br />(INSTALL PER MFG. SPECS. <br />I' GYPSUM BOARD OR 12. <br />HIGH STRENGTH CLG_ <br />BOARD <br />CONC. FILLED LINTEL BLK <br />(1) S 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) 05 REBAR VERTICALLY <br />W1 CONC, POURED CELL <br />lx2 P.T. FURRING STRIF15 <br />6 16, O.C. <br />a, CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />OVER *30 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />INSTALLED PER FBCR <br />TRU55ES WHERE 'X' BRACING <br />RS0521 ON 1,' 0.6.5. <br />15 PRESENT <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />_PRE-ENG GABLE TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN 5ECUREC) <br />2x4 OR 2x& 5U5-54ND PER <br />W/ (2)12d'e 6 EACH TRUSS <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />6TIFFBACK AT ALL <br />UPRIGHTS OVER 4'-Io. <br />HIGH (SEE SEALED ENG. <br />SEE ENERGY CODE FORJ-15 <br />FOR SIZE 4 CONDITION) <br />FOR INSULATION R-vALUES <br />SECURE 2x4 PLATE To WALL W1 <br />3.x ro' THRU-BOLT5 6 32' O.C. <br />J' GYPSUM BOARD OR <br />6 <br />HIGH STRENGTH CLG. <br />MAX THEN SECURE GABLE TO <br />50APID <br />2x4 PLATE W1 12d's 0' O.C. MAX <br />OR <br />DOUBLE TOP PLATE <br />SECURE G45LE TO D5L TOP <br />WINDOW ATTACHMENT AS <br />PLATE W1 SIMPSON HTC4 0 24' <br />PER MANUFACTURES <br />O.C. MAX <br />SPECIFICATIONS <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />2x STUDS 6 lro' C.C, MAX W1 <br />DETAILS <br />INSUL., SEE ENERGY CODE <br />0.5.5. SHEATHING OR J, CDX <br />FORMS FOR INSULATION <br />1, <br />PLYWOOD. ATTACHED PER <br />R-vALUES <br />FASTENER SCHEDULE ON SHEET <br />T 4 G &U5FLOOR GLUED <br />D5 <br />AND SCREWED AS PER <br />116' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULE <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />-STUCCO SPECS FOR COMPLETE <br />PRE-ENG FLOOR TRU55 <br />INFORMATION) <br />(INSTALL PER MFG. SPECS-) <br />NOTE: SHEATHING MUST NOT <br />9' GYPSUM BOARD OR <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />HIGH STRENGTH CLG. <br />LINE <br />50ARD <br />2x4 CONT. 6 TOPAND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />CONC. FILLED LINTEL BLK W1 <br />5T PLATE OF 2ND FLR, 5T_ 2x4 <br />(1) 05 RE54R CONTINUOUS <br />15 FOR WALL SHEATHING <br />PRECAST LINTEL <br />NAILER) <br />WINDOW ATTACHMENT AS <br />WEEP 5CREED <br />PER MANUFACTURER <br />(SEE DETAIL 2/r-)3) <br />SPECIFICATIONS <br />PRECAST BILL <br />EMBED. STRAP VERIFY <br />W1 TRU55 PLAN <br />(1) 05 REBAR VERTICALLY <br />W1 CONC. POURED CELL <br />THICK, 3 COAT <br />__-----lx2 P.T. FURRING STRIPS <br />PORTLAND CEMENT <br />a irol O.C. <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a, cmu <br />1/" - CST P. WL. ED. <br />2-STORY GAB E <br />----WOOD BASE <br />FIRST FLOOR <br />BLOCK SECOND__J'l'. <br />_A-jLOOR FRAME <br />A <br />L,_ <br />'S& 3/4'= V-0' <br />I <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R'305.2.1 ON F'6' 0,6.5� <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRU65 <br />P.T. IX2 W1 MTL. DRIP EDGE <br />2x4 OR 2xro SUB-BANC) <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />1,000* UPLIFT <br />CONNECTOR <br />2x8 SYII 02 <br />DBIL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2xa SYP �2 — <br />WOOD STUDS <br />AT 12' O.C. MAX <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />I' GYPSUM 50ARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />5P2 a EA. <br />2X& STUD <br />J' DRY WALL <br />�'DIA ANCHOR BOLT <br />AT 16' O.C, MAX WITH I' <br />EMBEDMENT AND 2" <br />DIA. WASHER <br />SIMPSON SPI <br />EA. 2X8 <br />STUD <br />2x,5 P.T. SYP *2 <br />SOLE PLATE (1) COURSE TIE -BEAM <br />I-_ POURED SOLIC) WITH <br />z CONCRETE, (1) 05 <br />In 7� REBAR HORIZONTALLY <br />CL <br />PRECAST LINTEL <br />0- WINDOW ATTACHMENT AS <br />V5 w PER MANUFACTURES <br />7 <br />W Q SPECIFICATIONS <br />_711 <br />ILL PRECAST BILL <br />�Z 05 REBAR a lro' <br />W O.C. MAX, IN <br />W CONCRETE <br />IV POURED CELL, Ix2 P.T. FURRING STRIPS <br />0 VERIFY PER a Irol O�C� <br />u- PLAN. <br />00 SEE ENERGY 1/2' GYP. WL. BID. <br />,6 0 CODE FORMS (1) 04 CONTINUOUS RE15AR <br />_j L" FOR WOOD BASE <br />> INSULATION <br />fo R-VALUES Z 04 RE5AR 48' LONG <br />Wlro' HOOK 6 24' O.C., <br />-q MIN, 24' IN SLAB <br />Q) 2'-0" (MIN- <br />W IN 5'-4E3) <br />WALL 4' CONC., RE'INF. W1 Co'x&' <br />SECTION WI.4XW1.40 WWIM ON ro-MIL POLY <br />ETHYLENE VAPOR BARRIER ON <br />WOOD WELL -COMPACTED CLEAN FILL <br />FRAME To HA TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) 05 RE5AR ON CHAIRS <br />A R C IN I T E C T 3_1 <br />6 <br />F't^rp <br />I n <br />G WO.n! <br />mu <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abd�igngroup.com <br />AA #,. 0003325 J <br />F8XMD11V. ac LOTC1 <br />SILVERADO <br />LOT I <br />BLK I <br />Paoi <br />4 wcT# <br />04128.000-01001 <br />MODEL& <br />4EHB <br />"2605-HAYDEN" <br />GAP—WM BlaNG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />1-HR WALL <br />SECTIONS & NOTES <br />Q50 MPH EXP. B) <br />F_ ARCHrrEcT.- ' <br />aw <br />rp=NT <br />DATE: 09/20.7 <br />SCA.LM 1/4"=l'—O" <br />8*fEET <br />D4.1 <br />