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FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON a' O.S.B. <br />SHEATHING OR #' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENS TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2xro 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 J' <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 />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 I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. a TOP AND <br />BT, OF FLR TRUSS (TOP <br />2x4 SUPPORTS BT <br />PLATE OF 2ND FLR, BT. <br />2x4 IS FOR WALL <br />SHEATHING NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED, STRAP VERIFY <br />W/ TRUSS PLAN <br />s/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED ?r <br />DIRECTLY TO MASONRY <br />2—STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />1 FLOOR FRAME <br />SCALE: 3/4' = I' - O' <br />EE ENERGY CODE FORMS <br />DR INSULATION R-VALUES <br />'GYPSUM BOARD OR i' <br />IG14 STRENGTH CLG. <br />SOARD <br />WIST STRAP VERIFY W/ <br />RUSS PLAN <br />IINDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />PECIFICATIONS <br />WINDOW SILL <br />2x STUDS s 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />4' T a 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 />CONC. 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 />9 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />RW5.2.1 ON I.' 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 2xro SUB -BAND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />FOR SIZE 4 CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'xb' THRU-BOLTS m 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 126's 8' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 w 24' <br />O.G. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />6 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 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. a TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BT. 2x4 <br />IS FOR WALL SHEATHING <br />NAILER) <br />WEEP SCREED <br />(SEE DETAIL 2/D3) ' <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />s/8 THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <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-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 6 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />4' T a 5 SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />i J' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(11 S REBAR VERTICALLY <br />W/ CONIC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />s 16' O.C. <br />2—STORY GABLE' <br />FIRST FLOOR <br />BLOCK SECOND <br />1A FLOOR FRAME <br />SCALE: 3/4'=1'-O' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 ON I,' 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 />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 02 <br />SOLE PLATE <br />"5 REBAR B 16 <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 111 <br />} Q Zq <br />8' CMU L <br />1/2' GYP. WL, BD. WALL <br />WOOD BASE SECTION — <br />WOOD <br />FRAME TO <br />qBBLOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR j <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 0 EA. <br />2X8 STUD <br />J' DRY WALL <br />7 DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA, WASHER <br />SIMPSON SPI <br />s+ EA. 2X8 <br />STUD <br />(I) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1)65 <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />�N SPECIFICATIONS <br />PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />® Iro' O,C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 48' LONG <br />W/6' HOOK 6 24' O.G., <br />MIN. 24' IN SLAB <br />2'-0" (MIN_ <br />IN SLAB) <br />I� 9 <br />4' CONC, REINF. W/ 6'x6' <br />W1.4XWI.40 WWM ON 6-MIL POLY <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED GLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />50RA-CARE <br />2 (3) 05 REBAR ON CHAIRS <br />2x STUDS e 16' O.C. MAX W/ <br />ram` O.S.B. SHEATHING OR I' CDX <br />2x STUDS 9 16' O.C. MAX W/ <br />NOTE: <br />INSUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />INSUL., SEE ENERGY CODE <br />PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION <br />FASTENER SCHEDULE ON SHEET <br />FORMS FOR INSULATION <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />R-VALUES <br />D5 <br />R-VALUES <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />4' T 4 G SUBFLOOR GLUED <br />1/8' THICK, 3 COAT PORTLAND <br />4' T 4 G SUBFLOOR GLUED <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />AND SCREWED AS PER <br />CEMENT PLASTER OVER <br />AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />FASTENER SCHEDULE <br />EXPANDED GALV'D METAL LATH <br />FASTENER SCHEDULE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />ON FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK <br />3/4' T 4 G SUBFLOOR GLUED <br />BUILDING WRAP (REFER TO <br />AND SCREWED AS PER <br />STUCCO SPECS FOR COMPLETE <br />FASTENER SCHEDULE ON <br />INFORMATION) <br />SHEET D2 <br />2x4 CONT. a TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 <br />PRE-ENG FLOOR TRUSS <br />SUPPORTS BT PLATE OF 2ND <br />FLR, BT. 2x4 IS FOR WALL <br />PRE-ENG FLOOR TRUSS <br />FASTEN 2X4 RIBBON (P.T. m <br />SIMPSON HETA-16 EMBED. <br />SHEATHING NAILER) <br />GYPSUM BOARD OR %' <br />CMU) W/ (3) 12d NAILS 9 EACH <br />TRUSS <br />STRAP a 32' O.C. MAX VERIFY <br />WEEP SCREED <br />(SEE DETAIL 2/1)3) <br />HIGH STRENGTH CLG. <br />PRE-ENG FLOOR TRUSS <br />W/ TRUSS PLAN <br />EMBED. STRAP VERIFY <br />BOARD <br />(INSTALL PER MFG. SPECS.) <br />GYPSUM BOARD OR }' <br />W/ TRUSS PLAN <br />CON(. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG. BOARD <br />s/s' THICK, 3 COAT PORTLAND <br />(1) "5 REBAR CONTINUOUS <br />CON(. FILLED LINTEL BLK W/ <br />CEMENT PLASTER APPLIED <br />(1) "5 REBAR CONTINUOUS <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PARALLEL/ <br />RIBBON <br />2 PERPENDICULAR PRE—ENG FLOOR TRUSS <br />@YSULSTENING DETAIL <br />SCALE: 3/4'=I'-0' <br />E: 3/4' = I' -0' <br />a a Y I T a P T <br />6 <br />Design <br />Gr lu <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.w <br />AA #: 0003325 <br />F <br />a <br />w <br />0 <br />0 <br />c <br />a <br />V <br />SILVERADO <br />LOT #24 <br />BLK #1 <br />PROJSCI* <br />04128.000-24001 <br />MODSLc <br />4EHB <br />"2605-HAYDEN" <br />GA —%GR 91IITG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B <br />ARCHfTECT: <br />STATE OF FLORIDA <br />pRurr <br />DATM 11/2/16 <br />OCALM 1/4"=l'-0" <br />e <br />4 <br />