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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 J' 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 }' <br />CDX PLYWOOD, <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/8' 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. B 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 o 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 />%' 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 />��- <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <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 aT 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 />J' GYPSUM BOARD OR J' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) S REBAR CONTINUOUS <br />SEE ENERGY CODE FOF-:18 <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(U S REBAR VERTICALLY <br />W/ CONC. 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 />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS052.1 ON J' O.S.S. <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 (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' THRU-BOLTS 0 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 8' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 w 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 I' 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 I'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. * 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 Q <br />EACH TRUSS. BTM. RIBBON TO <br />BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/03) <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 />SCAL E: 3/4' - I' -0' <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 S' <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 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 />J' GYPSUM BOARD OR J' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONIC, FILLED LINTEL BLK W/ <br />(1) S REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(I)'S REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />IN 16' O.G. <br />8' CMU <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />"052.1 ON I}' OS.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 -SAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />1,0000 UPLIFT - <br />CONNECTOR <br />2x8 SYP 02 - <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP "2 — <br />WOOD STUDS <br />AT 12, O.G. MAX <br />2xa P.T. SYP "2 <br />SOLE PLATE <br />05 REBAR A fro <br />O.G. 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 w <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 ® EA. <br />2X8 STUD <br />J' DRY WALL <br />I' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />A EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1)'S <br />j REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />/-PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />IM Iro' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(I) 04 CONTINUOUS REBAR <br />WOOD BASE <br />"4 REBAR 48' LONG <br />W/6' HOOK 0 24' O.C., <br />MIN. 24' IN SLAB <br />2'-0' (MIN. <br />zi r <br />WALL �ir ° 9 4' CONC., REINF. W/ 6'x6' <br />SECTION W1.4XWi.40 WWh1 ON 6-MIL POLY <br />WOOD - ' ' ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />FRAME TO j 6, 6, 6, 6 TERMITE TREATMENT SHALL BE <br />LOCK WALL ° z'_m BORA-CARE <br />1 B (3) "5 REBAR ON CHAIRS <br />2x STUDS 0 I6. O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />D.S.B. SHEATHING OR }' CDX <br />PLYWOOD, ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/0' THICK, 3 COAT PORTLAND <br />GEMEN7 PLASTER OVER <br />EXPANDED GAL V'D METAL LATH <br />ON FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />2x STUDS A 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 />NOTE: <br />PER F5CR'3052.1 - 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 4869 TYPE Iv, OR ASTM D 6151 <br />EXTERIOR WALL STUDS <br />(WALL SNEATNN3 NOT <br />SHOWN FOR CLARITY) <br />FASTEN STLDS TO BLOCK WALL <br />WITH USP MSTAAa STRAP WITH <br />FASTENERS AS SHOW. INSTALL <br />STRAP . EA. END (UNO) A <br />SPACE STRAPo AS FOLLOWS, <br />.110 MPN 'C', 32' O.C. <br />PLACE STRAPa SPACED <br />AND FASTENED AS <br />SNOUN WITH DINE <br />ADDITIONAL STRAP AT <br />EACHIN WDOW KING. STUD <br />MIN (10) I0d Con'ION NAILS <br />INTO STUD M140 DIA X 11/2' <br />LONG) <br />3/4' T 4 G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />wm �+ 32. O.C. <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />P4 <br />.We N� c' 440a' Orc <br />2x4 CONT. o TOP AND B7. OF <br />SHEET 02 <br />TOP OF STUD WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />SOLE PLATE - <br />BT PLATE OF 2ND FLR, BTM. 2X4 <br />7 <br />FILL ALL REMAININfs STRAP <br />HOLES V I" 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 />- <br />WOOD BACKINo <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />(5) 12d NAILS lo EACH TRUSS. <br />DO NOT PLACE SCREW IN <br />SIMPSON META-16 EMBED <br />126 NAILS o EACH TRUSS. BTM. <br />GYPSUM BOARD OR <br />� ' �' <br />BTM, RIBBON TO BE P.T. <br />roP of <br />TOP HOLE NEAREST TO TOP <br />. <br />® <br />STRAP 32' O.C. MAX VERIFY <br />RIBBON TO BE P.T. <br />NIGH STRENGTH CLG. <br />nAeONe� Wsu - <br />OF Cm BLOCK WALL <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />STRAP T OTTO�Lo�cK WALL <br />(SEE DETAIL 2/03) <br />(INSTALL PER MFG. SPECS.) <br />W/!T)3M - DIA X 1.1/4' <br />' GYPSUM BOARD OR <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />LONG TAPCON MASONRY <br />NIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />(1) S REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK W/ <br />CMU BLOCK WALL <br />SCREWS <br />THICK, 3 COAT PORTLAND <br />(1) 05 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />EXTERIOR <br />STUD WALL <br />CONNECTION <br />FLOOR CONNECTION AT PARALLEL/ <br />FASTENING DETAIL <br />TO FIRST <br />FLOOR MASONRY <br />WALL <br />%PERPENDICULAR PRE-ENG FLOOR TRUSS <br />2A SCALE: 3/4'=r-0' <br />3 aCALE,NTa <br />A R C R I T E C T! <br />Design <br />Grou 1... <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA k: 0003325 dr <br />w <br />8 <br />w <br />0 <br />F <br />0 <br />F <br />0 <br />Q <br />I unDrv. 1e W%l <br />SILVERADO <br />LO T 15 <br />BLK 6 <br />lROJ�CT� <br />04128.000-01561 <br />HOD&xc <br />4EHB <br />"2605-HAYDEN" <br />GARA0= 811117MG: <br />LEFT <br />rwaRI: <br />MONOLITHIC <br />2— STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />F]DDATM 11/08/17 <br />s 1/4"=l'-O" <br />r <br />4- <br />