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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OVER 030 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />INSTALLED PER FBCR <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />R90521 ON J' O.S.B. <br />7 <br />R90521 ON �S' O.S.B. <br />IS PRESENT <br />INSTALLED PER FBCR <br />SHEATHING OR }' GDX <br />SHEATHING OR I' CDX <br />R9m521 ON J' O.S.B. <br />PLYWOOD SECURED PER <br />PLYWOOD SECURED PER <br />SHEATHING OR z' CDX <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG TRUSS <br />I <br />SEE ENERGY CODE FORMS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />P.T. IX2 W/ MTL DRIP EDGE <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 SU BAND PER <br />W/ l2J 12d's m EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 SUB -BAND <br />I' GYPSUM BOARD OR ? <br />ELLEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />' GYPSUM BOARD OR }' <br />PER ELEVATIONS <br />HIGH STRENGTH CLG. <br />VENTED ALUM. SOFFIT <br />2x4 OR 2x6 SUB -BAND <br />HIGH STRENGTH CLG. <br />BOARD <br />VENTED ALUM. SOFFIT <br />BOARD <br />PER ELEVATIONS <br />DOUBLE TOP PLATE <br />TWIST STRAP VERIFY W/ <br />STIFFBACK (SEE SEALED <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />WINDOW HEADER SIZE <br />TRUSS PLAN <br />TRUSS ENG. FOR SIZE 4 <br />SEE ENERGY CODE FORMS <br />1,0m0" UPLIFT <br />SP2 m EA, <br />VARIES PER WINDOW <br />CONDITION) <br />FOR INSULATION R-VALUES <br />CONNECTOR <br />2X8 STUD <br />OPENING SEE HEADER <br />WINDOW ATTACHMENT AS <br />SPAN CHART FOR <br />PER MANUFACTURES <br />SECURE 2x4 PLATE TO WALL W/ <br />GYPSUM BOARD OR }' <br />2x8 SYP 02 <br />DETAILS <br />SPECIFICATIONS <br />'x6' THRU-BOLTS 32' O.G,' <br />HIGH STRENGTH CLG. <br />DBL TOP <br />O.S.B. SHEATHING OR I' <br />WINDOW SILL <br />MAX THEN SECURE GABLE TO <br />BOARD <br />PLATE <br />}' DRY WALL <br />CDX PLYWOOD. <br />2x4 PLATE W/ 126's 8' O.C. MAX <br />WALL <br />DIA ANCHOR BOLT <br />ATTACHED PER FASTENER <br />2x STUDS m 16' O.C. MAX W/ <br />OR <br />DOUBLE TOP PLATE <br />SHEATHING <br />AT 16" O.G. MAX WITH '1' <br />SCHEDULE ON SHEET D5. <br />INSUL., SEE ENERGY CODE <br />SECURE GABLE TO DBL TOP <br />WINDOW ATTACHMENT AS <br />2x8 SYP "2 <br />EMBEDMENT AND 2' <br />�/8' THICK, 3 COAT <br />FORMS FOR INSULATION <br />PLATE W/ SIMPSON HTC4 m 24' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />PORTLAND CEMENT <br />R-VALUES <br />O.G. MAX <br />SPECIFICATIONS <br />AT 12' O.G. MAX <br />PLASTER OVER <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />SIMPSON PI <br />EXPANDED GALV'D <br />�' T d G SUBFLOOR GLUED <br />PER WINDOW OPENING SEE <br />EA. 2X8 <br />STUD <br />METAL LATH ON <br />AND SCREWED AS PER <br />HEADER SPAN CHART FOR <br />2x 2x ST <br />STUDS � 16' O.C. MAX W/ <br />FORTIFIBER JUM50TEX <br />GRADE 'D' PAPER OVER <br />FASTENER SCHEDULE <br />DETAILS <br />SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x8 P.T. SYP 02 <br />TYVEK BUILDING WRAP <br />I, O.S.B. SHEATHING OR I' CDX <br />R-VALUES <br />0 SOLE PLATE <br />(1) COURSE TIE -BEAM <br />(REFER TO STUCCO <br />PLYWOOD, ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />T 4 G SUBFLOOR GLUED <br />w <br />POURED SOLID WITH <br />CONCRETE. (I) r5 <br />SPECS FOR COMPLETE <br />D5 <br />AND SCREWED AS PER <br />Z <br />IL q <br />REBAR HORIZONTALLY <br />INFORMATION) <br />�/8' THICK, 3 GOAT PORTLAND <br />FASTENER SCHEDULE <br />0 <br />NOTE: SHEATHING MUST <br />CEMENT PLASTER OVER <br />CL <br />PRECAST LINTEL <br />NOT BREAK 1'-4' MIN. <br />PRE-ENG FLOOR TRUSS <br />EXPANDED GALv'D METAL LATH <br />ON FORTIFIBER JUM50TEX <br />= w <br />FROM 2ND FLR LINE <br />2x4 m TOP AND B7, <br />(INSTALL PER MFG. SPECS.) <br />GRADE "D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />(L <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />J' GYPSUM BOARD OR }' <br />U <br />SPECIFICATIONS <br />OF FLR TRUSS (TOP 2x4 <br />FLR <br />HIGH STRENGTH CLG. <br />STUCCO SPECS FOR COMPLETE <br />SUPPORTS BT PLATE OF <br />BOARD <br />INFORMATION) <br />PRE-ENG FLOOR TRUSS <br />w <br />2ND FLR, BTM, 2x4 I FOR <br />WALL SHEATHING NAILER) <br />CONC. FILLED LINTEL BLK W/ <br />NOTE: SHEATHING MUST NOT <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />(INSTALL PER MFG. SPECS.) <br />z "5 REBAR I6' <br />� <br />PRECAST SILL <br />FASTEN EACH 2X4 RIBBON <br />(I) S REBAR CONTINUOUS <br />LINE' <br />GYPSUM BOARD OR <br />w O.C. MAX, IN <br />Z 0. <br />W/ (5) 12d NAILS m EACH <br />TRUSS. BTM. RIBBON TO BE <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />2x4 CONT, m TOP AND BT. OF <br />HIGH STRENGTH CLG. <br />BOARD <br />w CONCRETE <br />Z POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />P.T. <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />O VERIFY PER <br />( <br />ID16' O.G. <br />PRECAST LINTEL <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />CONC. FILLED LINTEL BLK W/ <br />LL PLAN. <br />E SG <br />WEEP REED <br />WINDOW ATTACHMENT AS <br />IS FOR WALL SHEATHING <br />(ll "5 REBAR CONTINUOUS <br />00 <br />8' GMU <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURES <br />NAILER) FASTEN EACH 2X4 <br />-: 6 SEE ENERGY <br />1/2' GYP, WL. BD, <br />EMBED. STRAP VERIFY <br />SPECIFICATIONS <br />RIBBON W/ (5) 12d NAILS m <br />EACH TRUSS. BTM. RIBBON TO V� <br />PRECAST LINTEL <br />20 E FORMS <br />(U CONTINUOUS REBAR <br />W/ TRUSS PLAN <br />PRECAST SILL <br />.I.W <br />BE P.T. V <br />WINDOW ATTACHMENT AS <br />-i w FOR <br />O <br />WOOD SASE <br />5/a' THICK, 3 COAT <br />(1) M5 REBAR VERTICALLY <br />WEEP SCREED <br />PER MANUFACTURER <br />SPECIFICATIONS <br />Q > INSULATION <br />3 f0 R-VALUES <br />"4 REBAR 48' LONG <br />PORTLAND CEMENT <br />W/ CONC. POURED CELL <br />(SEE DETAIL 2/D3) <br />z w <br />R' Q IL Q <br />W/6' HOOK m 24' O.C., <br />PLASTER APPLIED <br />Ix2 P.T. FURRING STRIPS <br />EMBED. STRAP VERIFY <br />PRECAST SILL <br />- Q ? Q <br />MIN, 24' IN SLAB <br />DIRECTLY TO MASONRY <br />m 16' O.C. <br />W/ TRUSS PLAN <br />(1) 05 REBAR VERTICALLY <br />_) v <br />IL <br />2'-0' (MIN. <br />2—STORY <br />i 8' CMU <br />W/ CONC. POURED CELL <br />U <br />FIRST FLOOR <br />I/2' GYP. WL. BD. <br />5/e' THICK, 3 COAT <br />Ix2 P.T. FURRING STRIPS <br />0 <br />1 <br />_ IN SLAB) <br />1 WOOD BASE <br />PORTLAND CEMENT <br />m 16, O.G. <br />BLOCK SECOND <br />PLASTER APPLIED i <br />Z <br />O <br />DIRECTLY TO MASONRY <br />8' CMU <br />I/2" GYP. WL. BD. <br />i <br />WALL <br />9 <br />° ° <br />&ML—E. <br />3/4'=r—m' <br />2—STORY GABLE A <br />WOOD <br />SECTION — _ <br />1. <br />4• CONG., R=_INF. W/ 6'xR' <br />WWM ON RETIE POLY <br />a° <br />FIRST FLOOR <br />e <br />WOOD ---, <br />T <br />EHYLENTHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />BLOCK SECOND ��~~ <br />1A FLOOR FRAME <br />e <br />_ <br />FRAME TO; <br />U <br />1B LOCK WALL �° <br />6 6" 6 R <br />r—m° <br />TERMITE TREATMENT SHALL BE <br />BORA—CARE <br />(3) "5 REBAR ON CHAIRS <br />SCALE: 3/4'=1'-m' a <br />2x STUDS m 16' O.C. MAX W/ <br />O.S.B. SHEATHING OR }' CDX <br />2x STUDS m 16' O.G. MAX W/ <br />NOTE: <br />INSUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />INSUL., SEE ENERGY CODE <br />PER FBCR 9m52.1 -FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION <br />FASTENER SCHEDULE ON SHEET <br />DE, <br />FOR INSULATION <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMEN7 <br />- <br />R-VALUES <br />'1/V THICK, 3 COAT PORTLAND <br />R-VALUES <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />ExTERICRWALL STUDS <br />(WALL SNEATNIN6 NOT <br />PLACESTRAPSAPAceD <br />AND FASTENED <br />J' T 4 G SUBFLOOR GLUED <br />CEMENT PLASTER OVER <br />J' T t G SUBFLOOR GLUED <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />OWL" FOR CLARITY) <br />UT++� <br />AND SCREWED AS PER <br />EXPANDED GALV'D METAL LATH AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />FASTEN STUDS TO BLOCK WALL <br />ADDITIONAL STRAP AT <br />EACH wiNDow Ki eTUD <br />FASTENER SCHEDULE <br />ON FORTIFIBER JUMBOTEX <br />FASTENER SCHEDULE <br />II, ASTM D 4869 TYPE Iv, OR ASTM D Co�51 <br />SMSTSWOIIN. RJSTALL <br />wlTu uSP FASTENERS AS STRAP WILL <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STRAP' EA END (UMO) 4 <br />SPACE STRAPS AS FOLLOWS <br />'c', <br />_' <br />MIN (IV) I0d COMMON NAILS <br />INTO STUD (0.148 DIA x 11/2' <br />3/4' T 4 G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />-n0 MPN 32' O.G. <br />-I60 MPI4 'O': 32' O9. <br />Lam) <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />.440".w Cc. l4wO <br />2x4 CONT. m TOP AND BT. OF <br />SHEET 02 <br />UALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />� PLATE - <br />BT PLATE OF 2ND FLR, BTM. 2x4WOLE6iOd <br />FILL ALL REMAINISTRAP <br />NAILS INTO <br />PRE-ENG FLOOR TRUSS <br />IS FOR WALL SHEATHING NAILER) <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />v <br />WOOD BACKS <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />(5) 12d NAILS m EACH TRUSS. <br />0 z <br />DO NOT PL AGE SCREW IN <br />SIMPSON HETA-16 EMBED. <br />126 NAILS is EACH TRUSS. BTM. <br />J'GYPSUM BOARD OR �' <br />BTM. RIBBON TO BE P.T. <br />TOP of <br />TOP HOLE NEAREST TTOP o <br />STRAP m 32' O.G. MAX VERIFY <br />RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />MAsoNRr WALL <br />OF av BLOCK WALL <br />W/ TRUSS PLAN <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />BOARD <br />PRE -ENG FLOOR TRUSS <br />( INSTALL PER MFG. SPECS.) <br />a <br />— <br />COt.MCT BOTTOM OF <br />STRAP TO CM BLOCK WALL <br />' GYPSUM BOARD OR <br />� EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />(I) "5 REBAR CONTINUOUS <br />CON(. FILLED LINTEL BLK W/ <br />cruBLOCK WALL <br />W) (1) 3)16• DIA x 1-114- <br />LGNGTAPCONMASONRY <br />HIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />%' THICK, 3 COAT PORTLAND <br />(1) 05 REBAR CONTINUOUS <br />��-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />EXTERIOR STUD WALL CONNECTION <br />FLOOR CONNECTION AT PARALLEL/ <br />DETAIL <br />TO FIRST FLOOR MASONRY WALL <br />2 <br />PERPENDICULAR PRE—ENG FLOOR TRUSS <br />@JASTENI�NG <br />3 SCUE•NTs <br />SCALE: 3/4' =1' - 0' <br />A R C R I T E C T 8 1 <br />5 <br />Design <br />Grou Inc. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.6078 <br />FAK 407E7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />w <br />y <br />w <br />�w <br />0 <br />0 <br />F <br />0 <br />F <br />ES ON. as I.01`. <br />SILVERADO <br />LOT 1 <br />BLK 7 <br />PROJECT# <br />04128.000-00171 <br />moo" e <br />4EAB <br />"1672— ARIA" <br />GARAGE' S'VnNC- <br />RIGHT <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />I50 MPH EXP. B <br />r ARCHITECT: _ " <br />DATM 10/19/17 <br />DCALM 1/4"=1'-0" <br />BIm em <br />D4 <br />