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FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />INSTALLED PER FBCR <br />R9O52.1 ON 2' 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 SUS -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 I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. GI 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 v 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 />s/s' 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 g 16' C <br />INSUL., SEE ENEF <br />FORMS FOR I <br />' T 4 G SUBFLO <br />AND SCREWE <br />FASTENER <br />PRE-ENG FLOOR TRUSS <br />SIMPSON HETA-16 EMBED. <br />STRAP 0 32' O.C. MAX VERIFY <br />W/ TRUSS PLAN <br />' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. BOARD <br />2 <br />\_5EE ENERGY CODE FORMS <br />FOR INSULATION R-vALUE5 <br />" 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 />FLOOR <br />2x STUDS 0 16' O.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 TRU56 <br />(INSTALL PER MFG. SPECS.) <br />1' GYPSUM BOARD OR <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 />SPEC IF ICAT IONS <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 />6' 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' 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' THRU-BOLTS 6 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 126's 6' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON WTC4 0 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 J' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SWEET <br />D5 <br />1/6' 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. m 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 0 <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 />1A FLOOR FRAME <br />SCALE: 3/4'-1'-0' <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 JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />2x4 CONT. m TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />57 PLATE OF 2ND FLR, BTM. 2x4 <br />I5 FOR WALL SHEATHING OF <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />12d NAILS ®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 />s/s' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CONNECTION AT PARALLE <br />ICULAR PRE—ENG FLOOR <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />15 PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />Ill/ (2) 12d's EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />' GYPSUM BOARD OR }' <br />NIGH 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.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 />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 />(U 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/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.C. <br />6' CMU <br />1/2' GYP. WL. BD, <br />WOOD BASE <br />2x STUDS m 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 />NOTE: <br />PER FBCR 905.2.1 - 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 15 <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />3/4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE ON <br />SHEET D2 <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />(5) 12d NAILS 9 EACH TRUSS. <br />' GYPSUM BOARD OR }' <br />BTM. RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />CONC. FILLED LINTEL BLK W/ <br />(1) •5 REBAR CONTINUOUS <br />CONC, FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />RIBBON <br />4 FASTENING DETAIL <br />2 A SCALE: 3/4'=I'-0' <br />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-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 5U5-5AND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />1,0000 UPLIFT - <br />CONNECTOR <br />2x6 SYP 02 — <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x6 SYP •2 — <br />WOOD STUDS <br />AT 12' O.G. MAX <br />2x6 P.T. SYP 02 <br />SOLE PLATE <br />05 REBAR g 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 />AIL ZQ <br />�a fu <br />zi <br />WALL _ <br />SECTION - <br />WOOD <br />FRAME TO <br />1 B LOCK WALL <br />FASTEN SKIDS TO BLOCK WALL <br />WITH USP MSTA48 STRAP WITH <br />FASTENERS AS SHOWN. INSTALL <br />STRAP • EA END (UNO) 4 <br />SPACE STRAPS AS FOLLOWS, <br />-110 MPH IC 'i 32' O.C. <br />-160 MPH 'C1 32' O.G. <br />-ISO MPH 'B': AV O.G. <br />-140 MPH 'C' 4a' Oc. <br />TOP OF STUD WALL <br />_ <br />soLE P1=aTE <br />a <br />- <br />ro <br />TOP OF <br />MABGNRT WALL <br />r <br />CM BLOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG, <br />BOARD <br />SIMPSON <br />SP2 a EA. <br />2X5 STUD <br />J' DRY WALL <br />}' DIA ANCHOR BOLT <br />AT 16' D.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />A EA. 2X6 <br />STUD <br />�-(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) 05 <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />I WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />jIS, 16, O.G. <br />6' CMU <br />1/2GYP. WL. BD. <br />Ell <br />lU 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 45' LONG <br />Wlro' HOOK 0 24' O.G., <br />MIN.. 24' IN SLABr112'-0" (1-11N. <br />4' CONC., REINF. W/ 6'xro' <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 />BORA-CARE <br />(3) °5 REBAR ON CHAIRS <br />2 D - <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />SHOWN WITH ONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW KING 8TI1D <br />MIN 00) IOd COMMON NAILS <br />INTO STUD (0.148 DIA x 1 1/2' <br />LONG) <br />FILL ALL REMAINING STRAP <br />NOLES W/ 101d NAILS INTO <br />WOOD BACKING <br />DO NOT PLACE SCREW IN <br />TOP HOLE NEAREST TO TOP <br />OF CM BLOCK WALL <br />CONNECT BOTTOM OF <br />STRAP TO CM BLOCK WALL <br />W1 (1) 3/I6' DIA, X 1.1/4' <br />LONG TAPCON MASONRT <br />SCREWS <br />EXTERIOR STUD WALL CONNECTION <br />3 TO FIRST FLOOR MASONRY WALL <br />• s P u I T c r* a <br />Design <br />Grou .2. <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 111: 0003325 <br />F <br />w <br />y <br />cam, <br />w <br />0 <br />0 <br />F <br />C <br />64 <br />Ilik- <br />m <br />N <br />o <br />mumm a LOIN <br />T <br />SILVERADO <br />LOT #3 <br />BLK #7 <br />PADJWT# <br />04128.000-00371 <br />moamu <br />4EBB <br />"1828— CALI" <br />GARAGM BWMG- <br />LEFT <br />PAGE <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />'' I • z'_•i1l• <br />DA10/19/17 <br />8CALM 1/4"=l'-0" <br />axmmT <br />D 4- <br />