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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON I,' O.S.B. <br />SHEATHING OR %' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRU55 <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -SAND <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 />COX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/0' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIFIBER 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 I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT, o 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 />rj-�FLOOR FRAME <br />1 SCALE: 3/4'=1'-0' <br />\"� <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />' GYPSUM BOARD OR J. <br />HIGH STRENGTH CLG. <br />BOARD <br />TWIST STRAP VERIFY W/ <br />TRUSS PLAN <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 />4' T 4 G 5UBFLDOR 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 />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 />SPEC IF ICAT IONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.C. <br />8' CMU <br />I/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES - <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />RW52.1 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 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'xb' THRU-BOLTS 6 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d'5 8' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 0 24' <br />O.G. MAX - <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS - <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 />NOTE: SHEATHING MUST NOT <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. 6 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 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />1A FLOOR FRAME <br />2x STUDS @ 16' O.G. MAX W/ <br />6 D.S.B. SHEATHING OR }' COX <br />INSUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />FORMS FOR INSULATION <br />FASTENER SCHEDULE ON SHEET <br />R-VALUES <br />D5 <br />4' T 4 G SUBFLOOR GLUED <br />1/8' THICK, 3 COAT PORTLAND <br />AND SCREWED AS PER <br />CEMENT PLASTER OVER <br />FASTENER SCHEDULE <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, 0 TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF 2ND <br />PRE-ENG FLOOR TRUSS <br />r FLR, BT. 2x4 IS FOR WALL <br />SIMPSON HETA-16 EMBED. <br />l SHEATHING NAILER) l <br />STRAP e 32' O.G. MAX VERIFY <br />WEEP SCREED <br />W/ TRUSS PLAN <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />' GYPSUM BOARD OR j <br />W/ TRUSS PLAN <br />HIGH STRENGTH CLG. BOARD <br />%' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PARALLEL/ <br />�aERPENDICULAR PRE-ENG FLOOR TRUSS <br />SCALE: 3/4'=1'-O' <br />2x STUDS 6 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />4' T 4 G SUBFLODR 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 />CONC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />15 PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d's s EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR 7 <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 's I6' 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 />a' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(U 05 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(U 05 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <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. 9 <br />CMU) W/ (3) 12d NAILS 0 EACH <br />TRU55 <br />PRE -ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />GONG. FILLED LINTEL BLK W/ <br />(I) 05 REBAR CONTINUOUS <br />RIBBON <br />FASTENING DETAIL <br />1 i SCALE: 3/4'=I'-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON 16' D.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 />10000 UPLIFT - <br />CONNECTOR <br />2x8 SYP "2 <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP "2 <br />WOOD STUDS <br />AT 12' O.C. MAX <br />2x8 P.T. SYP "2 <br />SOLE PLATE <br />05 REBAR o 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 <br />i <br />WALL zj <br />SECTION - <br />WOOD <br />FRAME TO <br />— LOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 6 EA. <br />2X8 STUD <br />3' 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 />g EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) 05 <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.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />ui 04 REBAR 46' LONG <br />W/6' HOOK o 24' D.C., <br />MIN. 24' IN SLAB <br />Ci 2'-0' 0-11N. <br />oO - i iu c; AP0 <br />I <br />4' CONC., REINF. W/ ro <br />WIAXWI.40 WWM ON 6-MIL POLY <br />- <br />' <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />6" 6"_I <br />6" <br />BORA-CARE <br />-6 <br />(3) "5 REBAR ON CHAIRS <br />NOTE: <br />PER F5CR'3052.1 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />• e r Y I T F PTA <br />6 <br />Design <br />Gr )u ��. <br />Si N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />w <br />y <br />y <br />0 <br />0 <br />R <br />0 <br />3 <br />m <br />HLT9DIv. & LOT: <br />SILVERADO <br />LOT 21 <br />LOT 1 <br />PROJ=T,,pp <br />04128.000-21001 <br />U0DRU <br />4EBB <br />"1828- CALI" <br />0AR4,0L' SIWMG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHfTECT: <br />STATE CF FLORIDA <br />07 <br />D � 11/02/16 <br />SCALIM 1 /4"=1' - 0" <br />SHEET <br />I x 4- <br />