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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R'305.2.1 ON a' O.S.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 />O.S.B. SHEATHING OR J' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/&' 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. 6 TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 IS FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS A EACH <br />TRUSS. BTM. RIBBON TO BE <br />P.T. — <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/TRUSS 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 />1 FLOOR FRAME <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR I' <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 />WINDOW SILL <br />2x STUDS 0 16' 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 />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <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 />CU S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.C. <br />6' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R5052.1 ON a' 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 (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' THRU-BOLTS a 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 126's 8' O.G. MAX <br />OR <br />SECURE GABLE TO DEL TOP <br />PLATE W/ SIMPSON HTC4 ® 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />O.S.B. SHEATHING OR 1' 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 JUM50TEX <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. o TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />IS FOR WALL SHEATHING <br />NAILER) FASTEN EACH 2X4 <br />RIBBON W/ (5) 12d NAILS <br />EACH TRUSS. BTM. RIBBON TO <br />BE P.T. <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 1I <br />FIRST FLOOR <br />BLOCK SECOND �e <br />1 A FLOO R FRAME <br />SCALE: 3/4'=I'-O' a �� <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 * 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 s 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. SPECS.) <br />I' GYPSUM BOARD OR J' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) 115 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />o I6' O.G. <br />6' CMU <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />2x STUDS a 16' O.G. MAX W/ gl O.S.B. SHEATHING OR %' CDX 2x STUDS is I6' O.G. MAX W/ <br />LYWOOD. ATTACHED PER <br />INSUL., SEE ENERGY CODE INSUL., SEE ENERGY CODE <br />FASTENER SCHEDULE ON SHEET <br />FORMS FOR INSULATION OS FORMS FOR INSULATION <br />R-VALUES R-vALUES <br />1/6' THICK, 3 COAT PORTLAND <br />7 t G SUBFLOOR GLUED CEMENT PLASTER OVER �' T t G SUBFLOOR GLUED <br />AND SCREWED AS PER EXPANDED PLASTER <br />METAL LATH AND SCREWED AS PER <br />FASTENER SCHEDULE ON FORTIF15ER JUM50TEX FASTENER SCHEDULE <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />NOTE: <br />PER FBCR 9052.1 -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 486S TYPE IV, OR ASTM D 6151 <br />3/4' T 4 G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />2x4 CONT. to TOP AND BT. OF <br />SHEET D2 <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) PRE_ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />FASTEN EACH 2X4 RIBBON W/ <br />(5) 12d NAILS s EACH TRUSS. <br />SIMPSON HETA-16 EMBED. 12d NAILS o EACH TRUSS. BTM.' GYPSUM BOARD OR <br />BTM. RIBBON TO BE P.T. <br />STRAP s 32' O.C. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH CLG. <br />PRE-ENG FLOOR TRUSS <br />W/ TRUSS PLAN WEEP SCREED BDARD <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS) <br />— <br />I' GYPSUM BOARD OR �' EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG, BOARD W/ TRUSS PLAN (1)05 REBAR CONTINUOUS <br />CONIC. FILLED LINTEL BLK W/ <br />5/s' THICK, 3 COAT PORTLAND <br />(1) 45 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />FLOOR CONNECTION AT PARALLEL/ <br />FASTENING DETAIL <br />/--G� � \PERPENDICULAR PRE—ENG FLOOR TRUSS <br />2A SCALE: 3/4'.1'-0' <br />2 SCALE: 3/4'=I'-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />"052.1 ON a' O.S.B. <br />SHEATHING OR I' 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 />W0" UPLIFT — <br />CONNECTOR <br />2x6 SYP 02 — <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x6 SYP 02 — <br />WOOD STUDS <br />AT 12' O.G. MAX <br />2x8 P.T. SYP 02 <br />SOLE PLATE <br />S REBAR o 16' <br />CCONCRETEN <br />POURED CELL, <br />VERIFY PER <br />PLAN. <br />SEE ENERGY <br />CODE FORMS <br />FOR <br />INSULATION <br />R-vALUES z w <br />1: IL zQ <br />coO <br />WALL 1- <br />SECTION <br />WOOD <br />FRAME TO F <br />I LOCK WALL m ° <br />EXTERIOR WALL STUDS <br />(WALL SHEATHING NOT <br />SNOUNI FOR CLARITY) <br />FASTEN STU <br />DS TO BLOCK WALL <br />WITH LISP MSTAAS STRAP WITH <br />FASTENERS AS BHOEN. INSTALL <br />STRAP • EA END (UN.0) N <br />SPACE STRAPS AS FOLLOWS, <br />410 MPH 'C', 32' O.C. <br />-*0 MPN 'C., 32' O.C. <br />-50 MPH 15', 46' O.C. <br />-WO MPH 'C' 4W O.C. <br />TOP OF STUD WALL <br />_ <br />7 <br />TOP OF _ <br />MA9ON�WALL <br />CM BLOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG, <br />BOARD <br />SIMPSON <br />SP2 m EA. <br />2XS STUD <br />k DRY WALL <br />%' DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA, WASHER <br />SIMPSON SPI <br />s EA. 2X6 <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 />to 16' O.G. <br />6' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 46' LONG <br />W/6' HOOK ,3 24' O.C., <br />MIN. 24' IN SLAB <br />21-0" (MIN. <br />IN SLAB) <br />4' CONC., REINF, W/ 6'x6' <br />WIAXWIA0 WWM ON 6-MIL POLY <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) 05 REBAR ON CHAIRS <br />— 2'-0' <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />SHOLLN WITH ONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW KING STUD <br />MIN (10) 10d COMMON NAILS <br />INTO STUD (0.148 DIA X 1 1/2' <br />LONG) <br />FILL ALL REMAINING STRAP <br />HOLES W/ 106 NAILS INTO <br />WOOD BACKING. <br />DO NOT PLACE SCREW IN <br />TOP HOLE NEAREST TO TOP <br />OF CM BLOCK WALL <br />CONNECT BOTTOM OF <br />STRAP TO CM BLOCK WALL <br />W/ (T) 3/I6' DIA. X 1-1/4' <br />LONG TAPOON MASONRY <br />SCREWS <br />EXTERIOR STUD WALL CONNECTION <br />. TO FIRST FLOOR MASONRY WALL <br />A R C N I T E C T• <br />6 <br />Design <br />Grou ,�.. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />ti <br />x <br />a <br />E <br />0 <br />y <br />0 <br />F <br />0 <br />EIVSDIV. A. Z(O1`. <br />SILVERADO <br />LOT 42 <br />BLK 6 <br />rmoJmT# <br />04128.000-04261 <br />moamu <br />4EAB <br />"1672—ARIA" <br />GARAGIC ewirm: <br />RIGHT <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORA <br />20 <br />DA 10/ 9/17 <br />SCAUD 1/4"=l'-0" <br />emomm <br />D4 <br />