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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON J' O.S.B. <br />SHEATHING OR i' COX <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' —J <br />COX 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 I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. e TOP AND <br />BT. OF FLR TRUSS (TOP <br />2x4 SUPPORTS BT <br />PLATE OF 2ND FLR, ET. <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 />THICK, 3 COAT <br />PORTLAND CEMENTYr <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />��FLOOR FRAME <br />1 SCALE: 3/4'=1'-O' <br />2x STUDS e 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />4' T a G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SIMPSON HETA-16 EMBED. <br />STRAP a 32' O.G. MAX VERIFY <br />W/ TRUSS PLAN <br />' GYPSUM BOARD OR z' <br />HIGH STRENGTH CLG. BOARD <br />EE ENERGY CODE FORMS <br />�)R INSULATION R-VALUES <br />'GYPSUM BOARD OR <br />IGH STRENGTH CLG. <br />SOARD <br />WIST STRAP VERIFY W/ <br />RUSS PLAN <br />INDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />PECIFICATIONS <br />WINDOW SILL <br />2x STUDS e 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />1' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) 05 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 />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />e 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON 6' O.S.B. <br />SHEATHING= OR J' COX <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'x/o' THRU-BOLTS e 32' O.G. <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 I-ITC4 e 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />116 O.S.B. SHEATHING OR ? COX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/0' 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. e 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 />%' THICK, 3 GOAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />9 2-STORY GABLE <br />L� FIRST FLOOR <br />BLOCK SECOND_ <br />1A FLOOR FRAME <br />SCALE: 3/4'-1'-0' <br />Ib O.S.B. SHEATHING OR }' COX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/0' 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. e TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF 2ND <br />FLR, BT. 2x4 IS FOR WALL <br />SHEATHING NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />s/s' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PARALLEL/ <br />(�TERPE� <br />NDICULAR PRE-ENG FLOOR TRUSS <br />SCALE: 3/4' = I'-0' <br />2x STUDS e 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK W/ <br />(1) 15 REBAR CONTINUOUS <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />IS PRESENT <br />INSTALLED PER FBCR <br />R9052.1 ON 6' O.S.R. <br />SHEATHINGS OR j' COX <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />W/ (2) 12d's a EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />P.T. IX2 W/ MTL. DRIP EDGE' <br />GYPSUM BOARD OR <br />2x4 OR 2x6 SUS -BAND <br />HIGH STRENGTH CLG. <br />PER ELEVATIONS <br />BOARD <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />SEE ENERGY CODE FORMS <br />SP2 e EA. <br />FOR INSULATION R-VALUES <br />1000" UPLIFT <br />2X8 STUD <br />CONNECTOR <br />2x8 SYP "2 <br />R' GYPSUM BOARD OR 3 <br />D$L TOP <br />HIGH STRENGTH CLG. <br />PLATE <br />BOARD <br />3' DRY WALL <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING <br />}' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH -I- <br />WINDOW ATTACHMENT AS <br />2x8 SYP "2 <br />EMBEDMENT AND 2' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />SPECIFICATIONS <br />AT 12' O,C. MAX <br />SIMPSON SPI <br />WINDOW SILL <br />9 EA. 2X8 <br />2x STUDS e I6' O.C. MAX W/ <br />STUD <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x8 P.T. SYP 02 <br />R-VALUES <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />' T 4 G SUBFLOOR GLUED <br />W <br />CONCRETE. (1) "5 <br />AND SCREWED AS PER <br />IL Q <br />REBAR HORIZONTALLY <br />FASTENER SCHEDULE <br />03 <br />fL <br />PRECAST LINTEL <br />d <br />WINDOW ATTACHMENT AS <br />w <br />PER MANUFACTURES <br />wSPECIFICATIONS <br />PRE -ENG FLOOR TRUSS <br />w O <br />PRECAST SILL <br />(INSTALL PER MFG. SPECS.) <br />P� Z 05 REBAR a I6' <br />I' GYPSUM BOARD OR �' <br />~w O.C. MAX, IN <br />Z � <br />HIGH STRENGTH CLG. <br />w , CONCRETE <br />BOARD <br />(y Z POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />()0 VERIFY PER <br />® I6' O.C. <br />CONIC. FILLED LINTEL BLK W/ <br />PLAN. <br />8' CMU <br />(1) 05 REBAR CONTINUOUS <br />`O <br />SEE ENERGY <br />1/2' GYP. WL. BD. <br />PRECAST LINTEL <br />V E FORMS <br />(I) "4 CONTINUOUS REBAR <br />WINDOW ATTACHMENT AS <br />-j w FOR <br />WOOD BASE <br />PER MANUFACTURER <br />Q o> INSULATION <br />SPECIFICATIONS <br />R-VALUES z w <br />04 REBAR 40' LONG <br />PRECAST SILL <br />Q <br />� Q Z <br />W/6' HOOK e 24' O.G., <br />05 <br />O <br />MIN. 24' IN SLAB <br />(1) REBAR VERTICALLY <br />W/ CONC, POURED CELL <br />.a X: (y <br />0- 0 <br />� <br />� <br />2'-0' (MIN. <br />IN SLAB) <br />Ix2 P.T. FURRING STRIPS <br />� <br />e 16' O.G. <br />WALL F' <br />( <br />1/2' GYP. WL. BD. <br />°' <br />4' CONIC., REINF. W/ 6'x6' <br />WOOD BASE <br />SECTION <br />WI.4XWI.40 WWM ON 6-MIL POLY <br />WOOD <br />— • • <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />FRAME TO z w <br />TERMITE TREATMENT SHALL BE <br />> <br />LOCK WALL n <br />6" 6" 6° 6° <br />BORA-CARE <br />() <br />1 B <br />✓�' <br />(3) 05 REBAR ON CHAIRS <br />3/4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE ON <br />SHEET D2 <br />FASTEN 2X4 RIBBON (P.T. e <br />CMU) W/ (3) 12d NAILS e EACH <br />TRUSS <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />GONG. FILLED LINTEL BLK W/ J <br />(1) "5 REBAR CONTINUOUS <br />RIBBON <br />2A FASTENING DETAIL <br />SCALE: 3/4' = I'-0' <br />NOTE: <br />PER F5CR'3052.1 - 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, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />Rolm r r o C r <br />Groutri��n Desig. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA#,.. 0003325 <br />w <br />y <br />w <br />0 <br />a <br />a <br />y <br />0 <br />0 <br />2 <br />aysDiv a� :vT. <br />SILVERADO <br />LOT 7 <br />BLK 1 <br />PROJECT# <br />04128.000-07001 <br />MODEIa <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BWMG- <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHTECT: <br />STATE OF FLORIDA <br />D TM 10/21/16 <br />8CAL.E 1/4"=1'-0" <br />B*Ec= <br />D4 <br />