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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS052,1 ON a, O.Sz. <br />SHEATHING OR J, cr:>x <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENG TRUSS <br />P.T. IX2 W1 MTL. DRIP EDGE <br />2x4 OR 2xro SUB-15AND <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 />asa SHEATHING OR J* <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SWEET Drp' <br />1/6' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIF115ER JUM50TEX <br />GRADE 'r-)* PAPER OVER <br />TTVEK 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. 0 TOP AND 5T. <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 RIB50N <br />W1 (5) 12d NAILS 0 EACH <br />rRuss. BTM. RIBBON TO BE <br />P.T. <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 />(__j_-�FLOOR FRAME <br />2x STUDS 0 Iro' O.C. MAX W1 <br />INSUL, SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUIES <br />T 4 In. SUBIFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SIMPSON HETA-fro EMBED. <br />STRAP im 32' O.C. MAX VERIFY <br />W1 TRUSS PLAN <br />GYPSUM BOARD OR J- <br />HIGH STRENGTH CLG, BOARD <br />I <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH r_LG, <br />BOARD <br />TWIST STRAP VERIFY W1 <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURE$ <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUD$ a I(o' OC. MAX W1 <br />INSUL, SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T 4 G 5UBFLcoR GLUEr_> <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENrs FLOOR TRUSS <br />(INSTALL PER t'FG. SPECS.) <br />1, GYPSUM 50APD 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 />SPECIFICATIONS <br />PRECAST SILL <br />(1) S RE15AR VERTICALLY <br />W1 CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a Iro I O.C. <br />a, CMU <br />112'GYP. WL. 15D. <br />WOOD BASE <br />j 0 ' S.B. SHEATHING OR J' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />orp <br />-11a' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALv'D METAL LATH <br />ON FORTIF15ER JUM50TEX <br />GRADE 'D'PAPER OVER TYVIEK <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 Or 2ND FLR, 57M. 2x4 <br />15 FOR WALL SHEATHING NAILER) <br />f FASTEN EACH 2X4 R155ON W/ (5) <br />12d NAILS * EACH TRUSS. BTM, <br />I R15BON TO BE P.T. <br />WEEP 5CREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W1 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 />R'50�'2.1 ON a, 0.5.5. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W1 MTL. DRIP EDGE <br />2x4 OR 2xro SUB -BAND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />5TIFFBACK (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'xro' THRU-BOLTS o 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W1 12d's a' O.C. MAX <br />OR <br />SECURE GABLE TO DBIL TOP <br />PLATE W/ SIMPSON HTC4 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..5B. SHEATHING OR I- COX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/6' THICK, 3 COAT PORTLAND <br />CEMENT PILASTER 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 V-4' MIN, FROM 2ND rLR <br />LINE <br />2x4 CONT. * TOP AND BT. OF: <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE Or 2ND FLR, 5TM. 2x4 <br />19 FOR WALL SHEATHING <br />NAILER) FASTEN EACH 2X4 <br />RIBBON W1 (5)126 NAILS a <br />EACH TRUSS. 5TM. RIBBON TO <br />BE Pt <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W1 TRUSS PLAN <br />V THICK, B COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />1 - A�FLOOR FRAME�_ <br />Z-1 SCAI E <br />FLOOR CONNECTION AT PARALLE <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X'BRACING <br />15 PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2)12LI's * EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I, GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />50ARD <br />DOUBLE TOP PLATE <br />WINDOW ATTAC14MENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS 0 Iro' O.C. MAX W/ <br />INSUL., SEE ENE52GY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T 4 G _r-UBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SC14EDULE <br />PRE-EW-i FLOOR TRUS5 <br />(INSTALL FIER MFG. SPECS.) <br />I- GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONIC. FILLED LINTEL BLK W1 <br />(1) S RE15AR 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 />a Irb I O.C. <br />V CMU <br />1/2'GYP. WL. BE). <br />WOOD BASE <br />2x STUDS 111 16' OC. MAX W/ <br />INSUL,, SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALLIES <br />J' T 4 G SUIBIFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />NOTE: <br />PER F5CR '305.21 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12-4 (2) LAYER UNDERLAYMENT <br />SYSTEM 15 REQUIRED. FOR ROOF SLOPES Or <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D22(o TYPE <br />11, ASTM D 466 J TYPE IV, OR ASTM D ro"151 <br />3/4' T 4 G SU5FLOOR GLUED <br />AND SCREWED AS PER <br />7 <br />FASTENER SCHEDULE ON <br />SWEET D2 <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />(5)12ci NAILS m 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 5LK W/ <br />(1) IS REBAR CONTINUOUS <br />CONC. FILLED LINTEL IBLIK W/ _zj_ <br />(1) 05 REBAR CONTINUOUS <br />RIBBON <br />F STE�NUING DETAIL <br />S� <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />f;noE%2.'l ON a, O.S.B. <br />sHEATHIW_s OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PPE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x(o SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />1,0000 UPLIFT <br />CONNECTOR <br />2x8 SYP 02 <br />DEL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x6 5YP 02 <br />WOOD STUDS <br />AT 12' O.C. MAX <br />2xB P.T. SYP 02 <br />SOLE PLATE <br />05 RE5AR Q 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 w <br />WALL <br />SECTION <br />WOOD <br />FRAME TO <br />EXTERIOR WALL STUOI <br />(WALL SWEATWtNd NOT <br />844� FOR CLARITY) <br />FASTEN $TLIO$ TO BLOCK UIALL <br />UMT,4 USP MSTA46 STRAP UMT�4 <br />FASTET-ER5 AS &WOM. INSTALL <br />STRAP . EA END (UND) # <br />SPACE STRAP& AS FOLLCW& <br />-m MPw 'C:: 32: Or- <br />:160 MPw z: 32 Or, <br />so MP`4 '5' 48' Or- <br />- 140 MPW 'C' 46' Or - <br />TOP -Or STUD WALL <br />SOLE PLATE <br />TOP OF <br />7m..."LL.- -i <br />CM BLOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />1, Gypsum BOARD OR 21- <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 0 EA. <br />2XS STUD <br />i, DRY WALL <br />1, DiA ANCHOR BOLT <br />AT Iro' O.C. MAX WITH -I' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SF`I <br />6 EA. 2X6 <br />STUD <br />(1) COURSE TIE-15EAM <br />POURED SOLID WITH <br />CONCRETE, (1) 05 <br />RE5AR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTAC14MENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />0 1W O.C. <br />a, CMU <br />1/2' GYP. WL. 51), <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 46' LONG <br />WIro' HOOK s 24' O.C., <br />MIN. 24' IN SLAB <br />2'-0' (T-11N. <br />4' CONIC., REINF. W/ ro'xro' <br />WIAXWI.40 WWM ON C-MIL POLY <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) 'S REBAR ON CHAIRS <br />2'-0" <br />MIN (10) Wd COMMON NAILS <br />NTO SnV (0140 DA X 1 1/2' <br />LOW.) <br />FILL ALL FREMAIMP-r. STRAP <br />WOLES III 101d NAILS NTO <br />WOOD 5ACKM <br />DO NOT PLACE SCREW 04 <br />TOP WOLS NEAREST TO TOP <br />OF CI.V BLOCK LVALL <br />CONNECT BOTTOM OF <br />STRAP TO CM BLOCK ULALL <br />W1 (1) 3116' DIA X 1-1/4' <br />LOW. TAPC4CN tiASONRY <br />SCREUS <br />EXTERIOR STUD WALL CONNECTION <br />�-�TO FIRST FLOOR MASONRY WALL <br />A R C H I T E C T 8-1 <br />G r arNa . <br />L.F%;sign <br />oqusp-. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 If <br />IN <br />I <br />E <br />14 <br />ulwiv. a. Lom� <br />SILVERADO <br />LOT 25 <br />BLK 6 <br />PROJWT# <br />04128.000-02561 <br />UODZU <br />4EBB <br />1828-CALI" <br />GAP.AGZ OWING, <br />LEFT <br />PAGW. <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />1% 150 MPH EXP, R J <br />I <br />F"pnnw 'I <br />DATM. 11/09/17 <br />8CANUM 1/4"=V-0" <br />8113= <br />D4 <br />