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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 N 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 I- <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />l/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH N <br />FORTIF15ER JUM50TEX <br />GRADE 'O' 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. m 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 RIBBN <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 />SCALE: 3/4'=I'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' 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 a I6' 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 <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(U 05 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 />(I) 05 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />B 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 />R9052.1 N a' O.S.B. <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 />STIFF15ACK (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' THRU-BOLTS o 32' O.G. <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 a 24' <br />O.G. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />O.S.B. SHEATHING OR }' 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 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 A <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 />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 />1A FLOOR FRAME <br />SCALE: 3/4'=I'-0' 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 o EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUE5 <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 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 />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) "5 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />® 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 />R9052.1 N J' 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 />1,0000 UPLIFT — <br />CONNECTOR <br />2x8 SYP 02 — <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP 02 — <br />WOOD STUDS <br />AT 12' O.G. MAX <br />2x8 P.T. SYP "2 <br />SOLE PLATE <br />05 REBAR B 16' <br />O.C. MAX, IN <br />CONCRETE <br />POURED CELL, <br />VERIFY PER <br />PLAN. <br />SEE ENERGY <br />CODE FORMS <br />FOR <br />INSULATION <br />R-VALUE5 z W <br />iQ zQ <br />N - V <br />ro,. <br />WALL - . <br />SECTION <br />WOOD <br />FRAME TO <br />1B LOCK WALL m <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 />2X8 STUD <br />J' DRY WALL <br />�' DIA ANCHOR BOLT <br />AT I6' O.G. MAX WITH -I- <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSN SPI <br />® EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (I) 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 />a 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 46' LONG <br />W/6' HOOK B 24' O.G., <br />MIN. 24" IN SLAB <br />2'-0" (MIN. <br />e 9 a <br />I <br />4' CONC., REINF. W/ 6'x6' <br />WI.4XWI.40 U1W 1 ON 6-MIL POLY <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) 45 REBAR ON CHAIRS <br />2 -0 <br />2x STUDS o 16' O.C. 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 />j O.S.B. SHEATHING OR }' 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 />EXPANDED <br />N FORTIFIBER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />2x STUDS m 16' O.C. 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 />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 4869 TYPE IV, OR ASTM D 6151 <br />EXTERIOR WALL BTUDS <br />(WALL SHEATHING NOT <br />SHOWN FOR CLARITY) <br />FASTEN sTUDe ro BLOCK WALL <br />W rH u6P M 8 TO STRAP ALL <br />FASTENERS As SHOM MCTALL <br />STRAP • EA END (UND) 4 <br />SPACE sum "ACPO �L W, <br />PLACE STRAPS SPACED <br />AND FASTENED As <br />SWOM WITH ONE <br />E WADDITIND USKRYa AT <br />MIN OV) MDd COMMON NAILS <br />INTO STW (&46 DIA x I In• <br />3/4' T t G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />sm MPH O- <br />LONG) <br />INFOR'1ATION) <br />FASTENER SCHEDULE ON <br />5', 8 <br />_1440 MPH C' 48' OC <br />2x4 CONT. m TOP AND BT. OF <br />SHEET D2 <br />TOP OF STUD ,WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4>�t <br />FILL ALL REMAINING STRAP <br />HOLES W( Wd 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 />WOOD BACKING <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />(5) 12d NAILS s EACH TRUSS. <br />0 <br />DO NOT PLACE SCREW IN <br />SIMPSON HETA-16 EMBED. <br />12d NAILS m EACH TRUSS. BTM. <br />1' GYPSUM BOARD OR }' <br />BTM. RIBBON TO BE P.T. <br />TOP aF <br />HOLE NEAREST TO TOP <br />STRAP m 32" O.G. MAX VERIFY <br />RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />nA€oNRr WaL� <br />or <br />� cry BLOCK WALL <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />o CONNECT BOTTOM of <br />STRAP TO CMBLOCK WALL <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS.) <br />-- V(v9)IS•DIA. x1-v4' <br />' GYPSUM BOARD OR }' <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />LONG TAPCON MASONRY <br />HIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />(1) S REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK W/ <br />CMIBLOCK WALL <br />SCREWS <br />%* THICK, 3 COAT PORTLAND <br />(I) 05 REBAR CONTINUOUS <br />�— <br />CEMENT <br />DIRECTLYYLASTER TO MASONRYIED <br />RIBBON <br />EXTERIOR <br />STUD WALL CONNECTION <br />FLOOR CONNECTION AT PARALLEL <br />FASTENING DETAIL <br />TO FIRST <br />FLOOR MASONRY WALL <br />2 PERPENDICULAR PRE FLOOR TRUSS <br />2A SCALE: 3/4' <br />3 eC`yE'"TS <br />SCALE: 3/4' - I' -O' <br />ARCHITECTS <br />6 <br />GroupO. . <br />Design <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407.774.6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA S: 0003326 <br />w <br />U <br />0 <br />a <br />c <br />R <br />8 <br />rSIL <br />v ag ix oVERADO <br />OT 24 <br />BLK 6 <br />04 12 000-02461 <br />MODEts <br />4EHB <br />"2605-HAYDEN" <br />ClAltAOm OTfING: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B <br />DADD M 11/09/17 <br />ECAIM 1/4"=1'-0" <br />aI�T <br />D4 <br />