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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER F5CR <br />R`B05.2.1 ON �,' 0.5.B. <br />SHEATHING OR �' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRU55 <br />P.T. 1X2 W1 MTL. DRIP EDGE <br />2x4 OR 2xro SUB -BAND <br />FIER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />DOUBLE TOP PLATE <br />WINDOW HEADER SIZE <br />VARIES PER WINDOW <br />OPENING SEE HEADER <br />5PAN CHART FOR <br />DETAILS <br />116 0.5.5. SHEATHING OR il <br />CDX 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 />FORTIF15ER 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 1'-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, BT. <br />2x4 16 FOR WALL <br />SHEATHING NAILER) <br />WEEP 5CREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAIN <br />THICK, 3 COAT <br />PORTLAND CEMENT <br />PILASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />�FLOOR FRAME <br />2x STUDS os fr.' O.C. MAX W1 <br />IN5UL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />34' T 4 G SUBFILOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SIMPSON HETA-lro EM5ED. <br />STRAP 6 32' O.C. MAX VERIFY <br />W1 TRUSS PLAN <br />I- GyPeum Bo4RID OR 1, <br />HIGH STRENGTH CLG. BOARD <br />SEE ENERSY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />50ARD <br />TWIST STRAP VERIFY W/ <br />TRU55 PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW BILL <br />2x STUDS a Iro' O.C. MAX W1 <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />34' T 4 G 6UBFLOOR 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 W1 <br />(1) IS RE5AR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUE5 <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIF ICAT IONS <br />PRECAST BILL <br />(1) #5 REBAR VERTICALLY <br />W1 CONC. POURED CELL <br />lx2 P.T_ FURRING STRIPS <br />0 fro , O�C� <br />0. CMU <br />1/2'GYFI� WL� 5D_ <br />WOOD BASE <br />F15EIRGLA65 SHINGLES <br />OVER #30 FELT PAPER <br />INSTALLED PER FBCR <br />R`B05.21 ON a' 0.5.5. <br />SHEATHING OR �' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2xCo SUIB-BAND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />6TIFFBACK AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />FOR SIZE 4 CONDITION) <br />SECURE 2x4 PLATE TO WALL W1 <br />i'xro' TWRU-BOLTS a 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W1 12d's 5' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W1 6IMP5ON HTC4 0 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADERSPAN CHART FOR <br />DETAILS <br />llc� 0.5-5. SHEATHING OR J, 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 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, o TOP AND BT. OF <br />FLR TRU65 (TOP 2x4 SUPPORTS <br />5T PLATE OF 2ND FLR, 5T. 2x4 <br />15 FOR WALL SHEATHING <br />NAILER) <br />WEEP 5CREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />THICK, 3 COAT <br />PORTLAND CEMENT <br />PILASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />1 A FLOOR FRAME <br />a�Al = 314' P-V <br />1,-, 0.5.5. SHEATHING OR J' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />I/V THICK, 3 COAT PORTLAND <br />CEMENT PILASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIE,ER JUMBOTEX <br />GRADE 'D* PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />2x4 CONT. im TOP AND 5T. OF <br />FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF 2ND <br />FLR, 5T. 2x4 15 FOR WALL <br />SHEATHING NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W1 TRUSS PLAN <br />—I—%' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MA50NRY <br />FLOOR CONNECTION AT PARALLEL/ <br />(�T�PERPENDICULAR PRE-ENG FLOOR TRUSS <br />SCALE: 3/4'-l'-O' <br />2x STUDS ID I&' O-C. MAX W1 <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />34' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />FIRE-ENG FLOOR TRUSS <br />1, Gypsum BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL 5LK W1 <br />(1) #5 REBAR CONTINUOUS <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />TRUSSES WHERE 'X' BRACING <br />OVER #30 FELT PAPER <br />15 PRESENT <br />INSTALLED PER FeCR <br />z <br />5n05.2.1 ON 1,' 0.5.5. <br />SHEATHING OR 21- COX <br />PRE -ENG GABLE TRU55 <br />PLYWOOI_-) SECURED PER <br />',�SEE <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />ENERGY CODE FORMS <br />W/ (2)126's ID EACH TRU55 <br />PRE-ENG TRU55 <br />FOR INSULATION R-VALUES <br />P.T. IX2 W1 MTL. DRIP EDGE <br />17 <br />I' GYPSUM BOARD OR <br />2x4 OR 2xro 5UB-BAND <br />HIGH STRENGTH CLG. <br />PER ELEVATIONS <br />BOARD <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />SEE ENERGY CODE FORMS <br />SP2 is EA. <br />FOR INSULATION R-VALUES <br />WOO* UPLIFT <br />2X6 STUD <br />CONNECTOR <br />6YP6UM BOARD OR 21. <br />2xaSYP 02p, <br />DeL TOP <br />HIGH STRENGTH CLG. <br />PLATE <br />BOARD <br />2" DRY WALL <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING <br />2" D[A ANCHOR BOLT <br />AT Iro' O.C. MAX WITH I - <br />WINDOW ATTACHMENT AS <br />2x6 5YP 12 <br />EMBEDMENT AND 2' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />SPECIFICATIONS <br />AT 12' O.C. MAX <br />SIMI-SON 5PI <br />WINDOW BILL <br />6 EA ' 2X8 <br />2x STUDS a fro' OC. MAX W/ <br />STUD <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x& P.T. SYP *2 <br />R-vALUEs <br />0 SOLE PLATE <br />(1) COURSE TIE -BEAM <br />POURED SOLID WlTI-I <br />T 4 G 5UBFLOOR GLUED <br />z <br />w <br />CONCRETE, (1) 05 <br />AND SCREWED AS PER <br />(L <br />REBAR HORIZONTALLY <br />FASTENER SCHEDULE <br />PRECAST LINTEL <br />:E W <br />0- <br />WINDOW ATTACHMENT AS <br />w <br />PER MANUFACTURES <br />Lu L) <br />SPECIFICATIONS <br />PRE-ENG FLOOR TRUSS <br />U- <br />PRECAST SILL <br />(INSTALL PER MFG.SPECS.) <br />Z *5 REBAR 6 lro' <br />GYPSUM BOARD OR <br />L" 0,C. MAX, IN <br />0� <br />HIGH STRENGTH CLG, <br />Uzi . CONCRETE <br />50ARD <br />Z POURED CELL, <br />lx2 P.T. FURRING STRIPS <br />9 VERIFY PER <br />lr,. O.C. <br />CONC. FILLED LINTEL 5LK LIJ/ <br />LL F-- PLAN. <br />a, Cmu <br />(1) 05 REBAR CONTINUOUS <br />SEE ENERGY <br />1/2' GYP. WL_ 51). <br />PRECAST LINTEL <br />s) L) CODE FORMS <br />(1) 04 CONTINUOUS REBAR <br />WINDOW ATTACHMENT AS <br />-I w FOR <br />> <br />WOOD BASE <br />PER MANUFACTURER <br />-1 INSULATION <br />SPECIFICATIONS <br />M R-vALUE5 <br />04 RE5AR 48' LONG <br />PRECAST BILL <br />w 1: 0- <br />W/6' HOOK 6 24' 0,C., <br />05 <br />-5 - <br />0 -1 <br />MIN. 24' IN SLAB <br />(1) REIBAR VERTICALLY <br />W1 CONC. POURED CELL <br />IL <br />2'-0' (r'11N. <br />�N SLAE3�_, <br />lx2 P.T. FURRING STRIPS <br />J t_ <br />a, CMU <br />z <br />1/2' GYP� WL. BD_ <br />WALL <br />4' CONC., REINF. W1 ro'xro' <br />WOOD BASE <br />SECTION <br />WIAXW1.40 WWM ON ro-MIL POLY <br />WOOD <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />FRAME TO <br />r <br />TERMITE TREATMENT SHALL BE <br />2�-O` <br />BORA-CARE <br />(3) 45 RE5AR 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.,m <br />CMU) W1 (3)12d NAILS 6 EACH <br />TRU55 <br />PRE-ENG FLOOR TRU55 <br />(INSTALL PER MFG. SPECS-) <br />CONC. FILLED LINTEL BLK W/— <br />(1) 05 REBAR CONTINUOUS <br />RIBBON <br />@,FSIT:ENI�NG DETAIL <br />S <br />6 aE zr_ <br />NOTE: <br />PER FBCR e05.21 - FOR ROOF SLOPES 2;12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM 18 REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT 19 <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4&roB TYPE IV, OR ASTM [) ro-151 <br />A R C H I T E C T 3-1 <br />De i n <br />G r Zoqs. !c. <br />21s <br />W — <br />41 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 />PSEUDDIV. Se 1,07-il <br />SILVERADO <br />LOT 1 <br />BLK 1 <br />PltOjmcT# <br />04128.000-OtOOI <br />MODEL& <br />4EHB <br />"2605-HAYDEN" <br />GAMAGE STIMG: <br />RIGHT <br />IPAOZI <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B..# <br />ARCFWrr=CT- -I <br />r-PRMT <br />DATE: 09/20 <br />SCAIM 1/4"=l'-O" <br />S*EWET <br />D4 <br />