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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905,21 ON �,,' O.S.B. <br />SHEATHING OR }' COX <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 />COX 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 />FORTIP15ER 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, s 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 o EACH <br />TRUSS. BTM. RIBBON TO BE <br />P.7. - <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 />2x STUDS 19 16' 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 />PRE-ENG FLOOR TRUSS <br />SIMPSON HETA-16 EMBED. <br />STRAP 0 32' O.C. MAX VERIFY <br />W/TRUSS PLAN <br />J' GYPSUM BOARD OR J' <br />HIGH STRENGTH CLG. BOARD <br />2 <br />SEE ENERGY CODE FORMS <br />FOR 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 o 16' O.C. MAX W/ <br />IN5UL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUE5 <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 I' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) 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 />(1) 05 REBAR VERTICALLY <br />W/ CONIC. 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 />j 0.5.5. 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 JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />2x4 CONT. o TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />15 FOR WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />12d NAILS s EACH TRUSS. BTM. <br />RIBBON TO BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />V THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON J' 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 />STIFFBACK (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' TI4RU-5OLT5 0 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 126's 8' 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 />16 0.5.5. SHEATHING OR }' CDX <br />PLYWOOD, ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />VS" 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 1'-4" MIN, FROM 2ND FLR <br />LINE <br />2x4 CONT, 0 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 GAB <br />FIRST FLOOR <br />BLOCK SECON <br />�A�FLOO R FRAME <br />1 h SCALE: 3/4'=I'-O' <br />FLOOR CONNECTION AT PARALLE <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />15 PRESENT <br />GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 126's 0 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 0 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 />I' GYPSUM BOARD OR }" <br />HIGH STRENGTH CLG. <br />BOARD <br />GONG. FILLED LINTEL BLK W/ <br />(1) +5 REBAR CONTINUOUS <br />PRECAST LINTEL <br />"""^ )W ATTACHMENT A5 <br />IANUFACTURER <br />IFICATIONS <br />AST SILL <br />REBAR VERTICALLY <br />INC. POURED CELL <br />r. FURRING STRIPS <br />O.C. <br />U <br />1'P. WL. BD. <br />> BASE <br />FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.7 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 />1000" 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 *2 <br />SOLE PLATE <br />"5 REBAR o 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 w <br />AIL ZQ <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 o EA. <br />2X8 STUD <br />P DRY WALL <br />j' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />o 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 />a 16' 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 o 24' O.C., <br />MIN. 24' IN SLAB <br />2'-0" (MIN. <br />WALL i _ 4' GONG, REINF. W/ 6'x6' <br />i a <br />SECTION — roLW1.4XWI.40 UAJI ON 6-MIL POLY <br />WOOD ETHYLENE VAPOR RETARDER ON <br />IV <br />WELL -COMPACTED CLEAN FILL <br />FRAME TO 16" 6 6" 6° TERMITE TREATMENT SHALL BE <br />LOCK WALL m ° 2'ea°BORA-CARE <br />1 B ° (3) "5 REBAR ON CHAIRS <br />2x STUDS s 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 15 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 4869 TYPE IV, OR ASTM D 6151 <br />EXTERIOR WALL STUDS PLACE STRAPS SPACED <br />(WALL 8FIEATHNG NOT AND FASTENED AS <br />SWOLLN FOR CLARITl) SHOWN WITH ONE <br />FASTEN STUDS TO BLOCK WALL ADDITIONAL STRAP AT <br />WITHUSPB OTTA48 STRAP <br />, INSTALL EACH WINDOW KING STUD <br />STRAP • EA. END (UNO) 4 MN (10) 10d COMMON NAILS <br />SPACE STRAPS AS FOLLOWS: INTO eTUD I.I. DIA X 1I.- <br />'C, <br />3/4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />•TI0 MPH 32. OO. LOW.) <br />10 MPH 'CS 32 OZ. <br />FASTENER SCHEDULE ON <br />-11440 MPN c'' S' OZ. <br />SHEET D2 <br />TOP OF STUD WALL <br />_ <br />SOLE ATE <br />FILL ALL REMANING STRAP <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />WOw NAILS INTO <br />WOOD OD B/ WdN <br />(5) 12d NAILS ® EACH TRUSS. <br />m <br />DO NOT PLACE SCREW N <br />GYPSUM BOARD OR }' <br />BTM. RIBBON TO BE P.T. <br />TOP HOLE NEAREST TO TOP <br />MA�� <br />H <br />NIGH STRENGTH CLG. <br />WALL _ of crw BLOCK WALL <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />CONNECT BOTTOM OF <br />(IN -STALL PER MFG. SPECS.) <br />- STRAP TO CM BLOCK WALL <br />CONC. FILLED LINTEL BLK W/ <br />LOW. TA CCiNMMA1�IsONRY <br />(1)'S REBAR CONTINUOUS <br />CONIC. FILLED LINTEL BLK W/ <br />CMU BLOCK WALL OCREWS <br />(1) 05 REBAR CONTINUOUS <br />RIBBON <br />EXTERIOR STUD WALL CONNECTION <br />FASTENING DETAIL <br />TO FIRST FLOOR MASONRY WALL <br />2 A <br />SCALE: 0' <br />A R C N I T E C T 8 <br />6 <br />Design <br />Grou sae. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA M: 0003326 Jq <br />w <br />y <br />w <br />8 <br />z <br />w <br />0 <br />EJ <br />r <br />0 <br />e <br />SUI=rV. fe LOT: <br />SILVERADO <br />LOT #3 <br />BLK #6 <br />Pnoi=T# <br />04128.000-00361 <br />MOD=- <br />4EBB <br />"1828—CALI" <br />GARAGM a1RNa: <br />LEFT <br />PAGIM <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />rpRINT <br />DA10/19/17 <br />aCAM 1/4"=1'-0" <br />axam'r <br />D4 <br />