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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R'3052.1 ON 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 />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 SUS -SAND <br />H' GYPSUM BOARD OR <br />PER ELEVATIONS <br />HIGH STRENGTH CLG. <br />VENTED ALUM. SOFFIT <br />BOARD <br />DOUBLE TOP PLATE <br />TWIST STRAP VERIFY W/ <br />WINDOW HEADER SIZE <br />TRUSS PLAN <br />VARIES PER WINDOW <br />OPENING SEE HEADER <br />WINDOW ATTACHMENT AS <br />SPAN CHART FOR <br />PER MANUFACTURES <br />DETAILS <br />SPECIFICATIONS <br />O.S.B. SHEATHING OR J' <br />WINDOW SILL <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />2x STUDS 6 16' O.C. MAX W/ <br />SCHEDULE ON SHEET D5. <br />INSUL., SEE ENERGY CODE <br />-I/a' THICK, 3 COAT <br />FORMS FOR INSULATION <br />PORTLAND CEMENT <br />R-vALUES <br />PLASTER OVER <br />EXPANDED GALVD <br />A' T f G GLUED <br />METAL LATH ON <br />AND SCREWED <br />ED ASS PER <br />FORTIFIBER JUMBOTEX <br />FASTENER SCHEDULE <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 />PRE-ENG FLOOR TRUSS <br />FROM 2ND FLR LINE <br />(INSTALL PER MFG. SPECS.) <br />2x4 CONT. 0 TOP AND BT, <br />J' GYPSUM BOARD OR %' <br />OF FLR TRUSS (TOP 2x4 <br />HIGH STRENGTH CLG, <br />SUPPORTS BT PLATE OF <br />BOARD <br />2ND FLR, BTM. 2x4 IS FOR <br />CONC. FILLED LINTEL BLK W/ <br />WALL SHEATHING NAILER) <br />(1) «5 REBAR CONTINUOUS <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS 10 EACH <br />SEE ENERGY CODE FORMS <br />TRUSS. BTM. RIBBON TO BE �� <br />FOR INSULATION R-vALUES <br />P.T. <br />PRECAST LINTEL <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURES <br />EMBED. STRAP VERIFY <br />SPECIFICATIONS <br />W/ TRUSS PLAN <br />PRECAST SILL <br />5/s' THICK, 3 COAT <br />(1) 05 REBAR VERTICALLY <br />PORTLAND CEMENT <br />W/ CONC. POURED CELL <br />PLASTER APPLIED <br />Ix2 P.T. FURRING STRIPS <br />DIRECTLY TO MASONRY <br />0 I6' O.C. <br />2—STORY i <br />a, CMU <br />FIRST FLOOR <br />1/2' GYP. WL. BD. <br />WooD BASE <br />BLOCK SECOND <br />1 FLOOR FRAME 9 a <br />SCALE: 3/4'=1'-0' i <br />FIBERGLA55 SHINGLES <br />OVER OaO FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON J' O.S.B. <br />SHEATHING OR J' 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 f <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'xb' THRU-BOLTS 9 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 126's 5' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ 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 />I, O.S.B. 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 I'-4' MIN. FROM 2ND FLR <br />L INE <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 <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 />5/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2—STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND`_ <br />1 8 FLOOR FRAME <br />SCALE: 3/4' =1' -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 s EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <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 m 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T f 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 />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 />(1) 05 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.C. <br />a' CMU <br />1/2' GYP. WL. BD. <br />1 BASE <br />2x STUDS A 16' D.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />' T f G BUBFLOOR 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 />116' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALVD METAL LATH <br />ON FORTIFIBER JUM50TEX zzlFASTENER <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 f G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />SCHEDULE <br />NOTE: <br />PER FBCR'305.2.1 - FOR ROOF SLOPES 2J2 TO <br />LESS THAN 4:I2, A (2) LATER 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 />11, ASTM D 4a6S TYPE IV, OR ASTM D 6151 <br />3/4' T f G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />2x4 CONT, o TOP AND BT. OF <br />SHEET D2 <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />PRE-ENG FLOOR TRUSS <br />IS FOR WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />PRE ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />(5) 12d NAILS ® EACH TRUSS. <br />SIMPSON HETA-16 EMBED. <br />12d NAILS SI EACH TRUSS. BTM. <br />RIBBON TO BE P.T. <br />'GYPSUM BOARD OR <br />BTM. RIBBON TO BE P.T. <br />STRAP A 32' O.C. MAX VERIFY <br />W/ TRUSS PLAN <br />WEEP SCREED <br />HIGH STRENGTH CLG. <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS.) <br />' GYPSUM BOARD OR }' <br />_ <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />(1) IS REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK W/ <br />%' THICK, 3 COAT PORTLAND <br />(1) °5 REBAR CONTINUOUS <br />CMENT <br />DIRE TLYLASTER TO M SONRYIED <br />RIBBON <br />FLOOR CONNECTION AT PARALLEL/ <br />FASTENING DETAIL <br />2 PERPENDICULAR PRE FLOOR TRUSS <br />ri SCALE: 3/4'=I'-0' <br />SCALE: 3/4' = I' -0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RwB2.1 ON a' 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 />2xa 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 02 <br />BOLE PLATE <br />05 REBAR * I6 <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 w <br />co — <br />WALL )�! <br />SECTION <br />WOOD <br />FRAME To <br />1B LOCK WALL m°u <br />EXTERIOR WALL STUDS <br />(WALL SNEA'WWIG NOT <br />SNOW FOR CLARITY) <br />FASTEN STUDIO TO BLOCK WALL <br />WITH USP MSTA46 STRAP WITH <br />FASTENERS AS SNOW. INSTAL <br />RAP L <br />ST• EA. END (UND) I <br />SPACE STRAPS AS POLLOUS, <br />.n0 4-W Vc 32' O.C. <br />-WO MPN'C', 32' O.C. <br />-90 MPH WB 46' O.O. <br />-140 MPH 'C' 46' O.C. <br />TOP OF 9TTE WALL = <br />TOLE PLATE <br />V <br />TOP OF <br />ITA00NRl'-W4LL <br />CMU BLOCK WALL <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 R EA. <br />2X8 STUD <br />" DRY WALL <br />" DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON BPI <br />0 EA, 2X8 <br />STUD <br />—(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1)115 <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 />0 16" O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1) +4 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 40' LONG <br />W/6' HOOK g 24' O.G., <br />MIN, 24' IN SLAB <br />2'-0" 01'11N. <br />I IN SLAB) <br />4' CONC., RE INF. W/ 6'x6' <br />WI.4XWI.40 WWM ON 6-MIL POLY <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />/- <br />TERMITE TREATMENT SHALL BE <br />6 6 <br />BORA-CARE <br />2'-0" <br />(3) 05 REBAR ON CHAIR$ <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />SNCUN WITH ONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW KW. STUD <br />MIN (10) I0d COMMON NAILS <br />INTO STUD (0." DIA X 1 1/2' <br />LONG) <br />FILL ALL REMAMMG STRAP <br />HOLES W/ 10d NAILS INTO <br />WOOD BACKINd. <br />DO NOT PLACE SCREW IN <br />TOP HOLE NEAREST TO TOP <br />OF CMU BLOCK WALL <br />St RAP TO ChIU BLOCK WALL <br />H� �77il <br />W/ W. 3/I6' DIA. X 1-V4' <br />LONG tAPCCN M480NRT' <br />SCREWS <br />EXTERIOR STUD WALL CONNECTION <br />3 TO FIRST FLOOR MASONRY WALL <br />A a C Y II T E E T l <br />6 <br />Design <br />Grou l2.. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.a bdealgngroup.com <br />AA M: 0003325 <br />x <br />w <br />x <br />w <br />0 <br />F <br />0 <br />i <br />SILVERADO <br />LOT #16 <br />BLK #6 <br />PROJWT* <br />04128.000-01661 <br />uoazu- <br />4EAB <br />"1672- ARIA" <br />GARAGE BIWMG: <br />RIGHT <br />PAG3M <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />DA11/7/17 <br />8CAM 1/4"=1'-0" <br />Bzza= <br />D4 <br />