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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER F-BCR <br />RJ052:1 ON a* O.SR. <br />SHEATHING OR �' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W1 MTL. DRIP EDGE <br />2x4 OR 2x6 SUIB-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 />0.6.5. SHEATHING OR �' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />'1/6' 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 V-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. e TOP AND <br />BT. OF FLR TRU55 (TOP <br />2x4 SUPPORTS 5T <br />PLATE OF 2ND Fl-R, 5T. <br />2x4 15 FOP, WALL <br />SHEATHING NAILER) <br />WEEP 6CREED <br />(SEE DETAIL 2/D3) <br />EM15IED. STRAP VERIFY <br />W/ TRUSS PLAN <br />5/.' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />(T�FLOOR FRAME <br />SCALE1 3/4'=V-0" <br />2x STUDS -a lro' 0 ' C ' MAX W1 <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />T 4 G SU5FLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SIMPSON HETA-Irb EMBED. <br />STRAP 6 32' OC� MAX VERIFY <br />W1 TRUE76 PLAN <br />I- GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG. BOARD <br />\_SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />\��J'GYPSUM 50AFPD OR J' <br />HIGH STRENGTH CLG. <br />50AFPJD <br />TWIST STRAP VERIFY W1 <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />JINDOW SILL <br />Ix STUDS s Iro' O.C� MAX W1 <br />'45UL., SEE ENERGY CODE <br />:ORMS FOR INSULATION <br />;Z-vALUES <br />'�' T 4 G &U5FLOOR GLUED <br />6�ND SCREWED AS PER <br />:ASTENER SCHEDULE <br />'RE-ENG FLOOR TRUSS <br />'IN5TALL PER MFG. SPECS.) <br />�' GYPSUM BOARD OR <br />416H STRENGTH CLG. <br />BOARD <br />7,ONC. FILLED LINTEL 5LK UP <br />'1) 05 RE15AR CONTINUOUS <br />�EE ENERGY CODE FORMS <br />:OR INSULATION R-vALUES <br />'RECAST LINTEL <br />IJINDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />�PECFICATIONS <br />=RECAST SILL <br />1) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a Iro I O.C. <br />a, cmu <br />1/2' GYP. JJL. BD. <br />WOOD BA5E <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />Rw52:1 ON a' 0.515. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x& 6UE-BAND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />FOR 51ZE 4 CONDITION) <br />SECURE 2x4 PLATE TO WALL W1 <br />i"xr.' THRU-50LTS 6 32' O.C. <br />MAX THEN BECURE GABLE TO <br />2x4 PLATE W/ l2d's 8' O.C. MAX <br />OR <br />SECURE G45LE TO D5L TOP <br />PLATE W1 SIMPSON HTC4 6 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />OSB. SHEATHING OR J' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />'1/6' 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 l'-4- MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. e TOP ANII 5T. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, 5T. 2x4 <br />15 FOR WALL SHEATHING <br />NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED- STRAP VERIFY <br />W1 TRUSS PLAN <br />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />�,�FLOOR FRAMF� <br />1 1 S�Al � 3/4'al'-O' <br />10.515. SHEATHING OR J' CDX <br />PLYWOOD. ATTACHED PEIR <br />FASTENER SCHEDULE ON SHEET <br />05 <br />I/V THICK, 3 COAT PORTLAND <br />CEMENT PLA5TER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIF15ER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />2x4 CONT. 0 TOP AND 5T. OF <br />FLR TRUSS (TOP 2x4 <br />9UPPOIRTS 5T PLATE OF 2ND <br />FLR, 5T. 2x4 16 FOR WALL <br />SHEATHING NAILE <br />WEEP SCREED <br />(SEE DETAIL 2D) <br />EM5ED. STRAP v IFY <br />W1 TRUSS PLAN <br />V THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PARALLEL/ <br />PERPENDICULAR PRE-ENG FLOOR TRUSS <br />5CALE; 3/4'cl'-O' <br />2x STUDS 6 Iro' O.C. MAX W1 <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />4-l' T 4 G SU5FLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />J' GYPSUM E30ARD OR <br />HIGH STRENGTH CLG. <br />IBOARZ) <br />CONC. FILLED LINTEL 5LK W1 <br />(1) 05 REBAR CONTINUOUS <br />2x4 BLOC -KING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />15 PRESENT <br />PRE-ENG G45LE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2)12d's 0 EACH TRU85 <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GY106UM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />DOUBLE TOP PLATE <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICAT IONS <br />WINDOW BILL <br />2x STUDS Q Iro' O.C. MAX W1 <br />IN&UL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUE5 <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 5LK W1 <br />(1) *5 R>EIBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REIBAR VERTICALLY <br />W1 CONC. POURED CELL <br />lx2 P.T. FURRING STRIPS <br />a iro I O.C. <br />a" r_MU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />3/4' T 4 G SU15FLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEI--)ULE ON <br />SHEET D2 <br />FASTEN 2X4 R155ON (P.T. a <br />CMU) W/ (3)12cl NAILS 6 EACH <br />TIRU55 <br />PRE-ENG FLOOR TRUSS— /IMI <br />(INSTALL PER MFG. SPECS.) / <br />CONC.FILLED LINTEL I5LKW/—/ jw <br />(1) 05 REBAR CONTINUOUS <br />RIBBON <br />�FASTENING DETAIL <br />SCALE: 3/4'-l'-O' <br />SE -� /I <br />FIBERGLASS 5HINGLE5 <br />OVER 030 FELT PAPER <br />INSTALLED PER F5CR <br />FR�3052.7 ON �,' O.S.B. <br />SHEATHING OR J' GDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />PJ. IX2 W1 MTL. DRIP EDGE <br />2x4 OR 2xro 5U5-BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />1,0000 UPLIFT <br />CONNECTOR <br />2x6 SYP 02 <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYfl 02 — <br />WOOD STUDS <br />AT 12' O.C. MAX <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 -a EA. <br />2X6 STUD <br />I" DRY WALL <br />J' DIA ANCHOR BOLT <br />AT 16" O.C. MAX WITH -1- <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />'5'MPF ON P <br />6 EA. 2X6 <br />STUD <br />2x8 P.T. SYP 02 <br />13 <br />SOLE PLATE <br />(1) COURSE TIE-5EAM <br />POURED SOLID WITH <br />al <br />CONCRETE. (1) #5 <br />RE5AR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />w <br />PER MANUFACTURES <br />W Q <br />SPECIFICATIONS <br />u- <br />PRECAST SILL <br />Z <br />05 REBAR 19 1&* <br />iu <br />IV <br />O.C. MAX, IN <br />UZJ <br />CONCRETE <br />6 <br />POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />0- <br />VERIFY PER <br />a Iro, O.C. <br />u- t <br />PLAN, <br />SEE ENERGY <br />1/2' GYP. WL. 5D. <br />d) <br />CODE FORMS <br />(1) 04 CONTINUOUS REIBAR <br />-i > <br />FOR <br />WOOD BASE <br />-j <br />40 <br />INSULATION <br />3 ca <br />R-vALUES <br />*4 REIBAR 48' LONG <br />yl <br />1: (L <br />W1&' HOOK 10 24' OC,, <br />MIN. 24* IN 5LA5 <br />IL <br />fy <br />In <br />2'-0' 0-11N, <br />co I <br />IN SLAB) <br />z <br />WALL <br />SECTION <br />4' CONC., RE INF. W1 &'xro' <br />WlAXW1.40 WUoM ON 9-MIL POLY <br />WOOD <br />ETHY LENE VAPOR 5ARRIER 01, <br />L-CC"PACTED CLEAN FILL <br />FRAME TO > <br />TERMITE TREATMENT SHALL BE <br />50RA-CARE <br />(3) 05 REBAR ON CHAIII <br />NOTE: <br />PER FBCR e0521 - FOR ROOF 5LOPE6 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 15 <br />PERMITTED BUT MUST BE PER ASTM D22ro TYPE <br />11, A5TM D 48613 TYPE IV, OR A5TM D ro-15-1 <br />A R C H I T E C T 3-1 <br />6 <br />pn <br />G r %S0.2. <br />41 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 />� o <br />r-suimrv. &a 07"1 <br />SILVERADO <br />LOT 2 <br />BLK 1 <br />FIWJ= <br />04128.007-02001 <br />MOIDEU <br />4EBB <br />"1828-CALI" <br />GAPULGE SI <br />LEFT <br />PAGIC: <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />Q50 MPH EXP. J <br />ARCHrrECT- <br />STATE Qf= FLORD <br />I PRXNT <br />DATM 09/19/16 <br />CAX.M 1/4"=V-0" <br />skiza" <br />D4 <br />