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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 ON J' O.S.B. <br />SHEATHING OR J' GDX <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 1'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT, 6 TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 15 FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS 0 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 />5/B 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 />°OR INSULATION R-vALUES <br />J' 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 m 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />J' T d G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />1' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK W/ <br />(1) •5 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 />(1) 05 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 />R9052.1 ON a' O.S.B. <br />SHEATHING OR J' GDX <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 a <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' TI4RU-BOLTS ® 32' O,C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's S' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON WTC4 fl 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 %' COX <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. s 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 6 <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 />%' 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 FRAME <br />\1 of SABLE: <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />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-vALUES <br />J' 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 a 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />J' T 1 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />a' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(I)'5 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />e 16' O.G. <br />1 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 ON J' O.S.B. <br />SHEATHING OR #' GDX <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 "2 — <br />WOOD STUDS <br />AT 12' O.G. MAX <br />2x8 P.T. SYP 02 <br />SOLE PLATE <br />115 REBAR s 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-VALUES z u <br />Za <br />N <br />ro <br />WALL z . <br />SECTION <br />WOOD <br />FRAME TO <br />1 B LOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 w EA. <br />2x8 STUD <br />J' DRY WALL <br />}' DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />5IMP50N SPI <br />6 EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) 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 />j m 16' O.C. <br />8' CMU <br />1/2, GYP. WL. BD. <br />a (U 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 48' LONG <br />� O.G., <br />MIN.. 24' IN SLAB <br />4' CONC., REINF. W/ 6'x6' <br />WIAXW1.40 WWM ON 6-MIL POLY <br />• <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />„ 6" <br />6" <br />6., <br />B0RA-CARE <br />(3) S REBAR ON CHAIRS <br />2x STUDS ® I6' D.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 />161 O.S.B. SHEATHING OR }' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/S' 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 />2x STUDS o 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T < 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 UNDERLAI MEN7 <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D22C6 TYPE <br />I, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />EXTERIOR WALL STUDS <br />(WALL SHEATHING NOT <br />SHowFORCLARIrr <br />FASTEN STUDS TO BLOCK WALL <br />WITH LISP MSTA18 STRAP WITH <br />FASTENERS AS SWOWNINSTALL <br />STRAP • EA END POLL <br />SPACE STRAPS AS FOLLOWS, <br />-I'10 MPH 'C', 31' O.G. <br />PLACE 9TRAPa SPACED <br />AND FASTENED A8 <br />SHouMWITHONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW KRY= STUD <br />MIN (0) 0.1 COMMON NAILS <br />STUD 10.148 DIA X 1 IR' <br />LONG) <br />LONG) <br />3/4' T 4 G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />-w0MPH V, 32'OC. <br />INFORMATION), <br />FASTENER SCHEDULE ON <br />'140 r—iPH c' 40' Or- <br />2x4 CONT. e+ TOP AND BT. OF <br />SHEET D2 <br />TOP OF $TUD WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />soLe�E--- <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />a <br />FILL ALL REMAINMG STRAP <br />IONd INTO <br />PRE-ENG FLOOR TRUSS <br />IS FOR WALL SHEATHING NAILER) <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />OALS <br />` o D B�ACKKIN <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />(5) 12d NAILS ® EACH TRUSS. <br />0 <br />DO NOT PLACE SCREW IN <br />SIMPSON HETA-16 EMBED. <br />126 NAILS 9 EACH TRUSS. BTM,OP <br />`�' GYPSUM BOARD OR �" <br />BTM. RIBBON TO BE P.T.PTOP <br />HOLE NEAREST To TOP <br />STRAP t 32' O.G. MAX VERIFY <br />RIBBON TO BE P.T, <br />HIGH STRENGTH CLG. <br />nAS -� <br />ONRY'WALL- <br />OF CMU BLOCK WALL <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />a STEcr BOTTOM of <br />STRAP TO CM BLOCK WALL <br />J' GYPSUM BOARD OR }' <br />(SEE DETAIL 2/D3) <br />GONG. FILLED LINTEL BLK W/oNGi(AK <br />(INSTALL PER MFG. SPECS.) <br />orAFcxrwl Ieaner <br />HIGH STRENGTH CLG. BOARD <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />(1) •5 REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK W/ <br />rnuBLOCK WALL <br />7 SCREus <br />5/s' THICK, 3 COAT PORTLAND <br />(1) +5 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <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- ENG FLOOR TRUSS <br />2 A SCALE: 3/4'=1'-0' <br />3 SCALE. Nrs <br />SCALE: 3/4' = I' -0' <br />1 R C N I T E C T l< <br />5 <br />Design <br />GrouP"Inc. <br />U N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdeslgngroup.com <br />AA S: 0003325 <br />w <br />w <br />a <br />y <br />0 <br />a <br />V <br />2 <br />0 <br />a <br />avaD:v. as LOT: <br />SILVERADO <br />LOT 46 <br />BLK 6 <br />PBOJMT# <br />04128.000-04661 <br />MODUIa <br />4EGB <br />"GALEN" <br />GARAGM a1►7To: <br />LEFT <br />PAC& <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />%150 MPH EXR B <br />ARCHITECT: <br />9MA F.7AB0=UCjHMACRA <br />AR NO 9373 <br />DATM 10/20/17 <br />SCAM..` 1/4"=l'-0" <br />air <br />D4 <br />