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FIBERGLASS 5WIW_zLES <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OVER 030 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />INSTALLED PER FE5e--R <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />"0521 ON 2' 0.5.5. <br />7 <br />RW5.21 ON J* O.S.B. <br />15 PRESENT <br />INSTALLED PER FWR <br />SHEATHING OR J, r_Dx <br />SHEATHING OR J' r-r->x <br />RW521 ON a' O.S.B. <br />PLZrWOOD SECURED PER <br />PLYWOOD SECURED PER <br />SHEATHIWs OR i, cr->X <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />PRE - ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORMS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />FOR INSULATION R-vALUES <br />2x4 OR 2xi�, SUB-15AND PER <br />w/ (2)12cl'b * EACH TRUSS <br />PRE -ENG TRUSS <br />FOR INSULATION R-vALUE5 <br />v2x4 OR 2xro SUB -BAND <br />GYPSUM BOARD OR <br />ELEVATIONS <br />P.T. IX2 W1 MTL. DRIP EDGE <br />1, GYPSUM BOARD OR <br />PER ELEVATIONS <br />HIGH STRENGTH CLG. <br />VENTED ALUM. SOFFIT <br />2x4 OR 2xro SUB -BAND <br />HIGH STRENGTH CLG. <br />BOARD <br />VENTED ALUM. SOFFIT <br />BOARD <br />PER ELEVATIONS <br />DOUBLE TOP PLATE <br />TW15T STRAP VERIFY W/ <br />STIFFBACK (SEE SEALED <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />WINDOW HEADER 51ZE <br />TRUSS PLAN <br />TRUSS ENG. FOR SIZE 4 <br />10000 UPLIFT <br />VARIES PER WINDOW <br />CONDITION) <br />FOR INSULATION R-vALUE5 <br />CONNECTOR <br />2X5 STUD <br />OPENING SEE 14EADER <br />WINDOW ATTACHMENT AS <br />SPAN CHART FOR <br />PER MANUFACTURES <br />SECURE 2x4 PLATE TO WALL W/ <br />GYPSUM BOARD OR <br />2xb SYP 02 <br />DETAILS <br />SPECIFICATIONS <br />i'xro' THRU-BOLT5 * 32' O.C, <br />HIGH STRENGTH <br />DIBL TOP <br />O.S.B. -SHEATHING OR J' <br />WINDOW SILL <br />MAX THEN SECURE GABLE TO <br />CLG. <br />BOARD <br />PLATE <br />DRY WALL <br />CDX PLYWOOD, <br />2x4 PLATE W1 12d's 8' O.C. MAX <br />WALL - — — - — — - <br />SHEATHING <br />DIA ANCHOR BOLT <br />ATTACHED PER FASTENER <br />2x STUDS 0 16' OC. MAX W/ <br />OR <br />DOUBLE TOP PLATE <br />AT I&' O.C. MAX WITH -1 <br />SCHEDULE ON SHEET D5 <br />INSUL., SEE ENERGY CODE <br />SECURE GABLE TO D5L TOP <br />WINDOW ATTACHMENT AS <br />2x8 5YP 12 <br />EMBEDMENT AND 2' <br />-1/8' THICK, 3 COAT <br />FORMS FOR INSULATION <br />PLATE W1 SIMPSON WTC4 0 24' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />/ <br />PORTLAND CEMENT <br />R-vALUES <br />O.C. MAX <br />SPECIFICATIONS <br />AT 12' O.C. MAX <br />PLASTER OVER <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />5IMP50N SPI <br />EXPANDED GALVV <br />J' T 4 G SUBFLOOR GLUEr_> <br />PER WINDOW OPENING SEE <br />. EA. 2X8 <br />STUD <br />METAL LATH ON <br />AND 5CREWED AS PER <br />HEADER SPAN CHART FOR <br />2x 5TUD5 * 16' O.C. MAX W/ <br />FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER <br />FASTENER SCHEDULE <br />DETAILS <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x8 P.T. SYP 02 <br />TYVEK BUILDING WRAP <br />O.S.B. _c44EATHING OR J' CDX <br />R-vALUES <br />SOLE PLATE <br />(1) COURSE TIE -BEAM <br />(REFER TO STUCCO <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />J' T A G SUBFLOOR GLUED <br />POURED SOLID WITH <br />CONCRETE, (1) 05 <br />SPECS FOR COMPLETE <br />D5 <br />AND 5CREWED AS PER <br />w <br />REBAR HORIZONTALLY <br />INFORMATION) <br />-1/5' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULE <br />NOTE: SHEATHING MUST <br />CEMENT PLASTER OVER <br />PRECAST LINTEL <br />NOT BREAK I'-4'MIN. <br />PRE-ENG FLOOR TRUSS <br />EXPANDED GALv'D METAL LATW <br />ON FORTIFIBER JUM50TEX <br />ul <br />FROM 2ND FLR LINE <br />(INSTALL PER t"IFG. SPECS.) <br />GRADE 'D' PAPER OVER TYVEK <br />0- <br />WINDOW ATTACHMENT AS <br />2x4 CONT. a TOP AND BT. <br />I' GYPSUM WARD OR <br />BUILDING WRAP (REFER TO <br />Lu <br />PER MANUFACTURES <br />OF FLR TRUSS (TOP 2x4 <br />HIGH STRENGTH CLG. <br />STUCCO SPECS FOR COMPLETE <br />L) <br />JIM <br />SPECIFICATIONS <br />SUPPORTS BT PLATE OF <br />BOARD <br />INFORMATION) <br />PRE-EW3 FLOOR TRUSS <br />2ND FLR, BTM. 2x4 15 FOR <br />WALL SHEATHING NAILER) <br />CONC. FILLED LINTEL BLK W1 <br />NOTE: SHEATHING MUST NOT <br />BREAK V-4' MIN. FROM 2ND FLR <br />(INSTALL PER MFG. SPECS.) <br />S REBAR 16' <br />PRECAST SILL <br />FASTEN EACH 2X4 RIBBON <br />(1) S REBAR CONTINUOUS <br />LINE <br />GYPSUM BOARD OR <br />z C.C. MAX, IN <br />W/ (5)12cl NAILS * EACH <br />TRUSS. BTM. RIBBON TO BE <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />2x4 CONT. * TOP AND BT. or <br />FLR TRUSS (TOP 2x4 5UPPORT5 <br />HIGH STRENGTH CLG. <br />BOARD <br />ui CONCRETE <br />;e POURED CELL, <br />§ () VERIFY PER <br />Ix2 PT FURRING STRIPS <br />O'.C. <br />P.T, <br />PRECAST LINTEL <br />BT PLATE OF 2ND FLR, 5TM. 2x4 <br />CONC. FILLED LINTEL BLK W/ <br />t: PLAN. <br />WEEP 5CREED <br />WINDOW ATTACHMENT AS <br />15 FOR WALL EN41EATWI� <br />(1) 05 REBAR CONTINUOUS <br />alcmu <br />(SEE DETAIL 2/r_*) <br />PER MANUFACTURES <br />NAILER) FASTEN EAC 2 <br />SEE ENERGY <br />1/2'GYP. WL. 5D. <br />EMBED. STRAP VERIFY <br />SPECIFICATIONS <br />RIBBON W1 (5)12cl N,4 �JJLE <br />EACH TRUSS. BTM. RIBBON TO <br />PRECAST LINTEL <br />CODE FORMS <br />(1) 04 CONTINUOUS REBAR <br />W1 TRUSS PLAN <br />PRECAST SILL <br />BE P.T. <br />WINDOW ATTACHMENT AS <br />ul FOR <br />> <br />WOOD BASE <br />%* THICK, 3 COAT <br />85 REBAR VERTICALLY <br />WEEP .13-CREED <br />PER MANUFACTURER <br />SPECIFICATIONS <br />_j INSULATION <br />3 2 <br />04 REBAR 48' LONG <br />PORTLAND CEMENT <br />W/ CONC. POURED CELL <br />(SEE DETAIL 2/D3 <br />R-IALUES <br />W1&' HOCK 0 24' C.C., <br />PLASTER APPLIED <br />Ix2 P.T. FURRING STRIPS <br />PRECAST SILL <br />DIRECTLY TO MASONRY <br />0 1(0 1 O.C. <br />EMBED. STRAP VERIF <br />(1) S RE5AR VERTICALLY <br />MIN, 24' IN SLAB <br />2—STORY <br />1 <br />- 6' CMU <br />Wil TRUSS PLAN <br />W1 CONC. POURED CELL <br />2 -0' ('-IN. <br />FIRST FLOOR <br />-A <br />1/2' GYP. WL. 5D. <br />%'THICK, 3 COAT <br />Ix2 P.T. FURRING STRIPS <br />N 5�4e, <br />- -,( <br />WOOD BASE <br />PORTLAND CEMENT <br />a 16, O.C. <br />BLOCK SECOND <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />13, CMU <br />—1/2 . GYP. WL. ED. <br />WALL <br />2—STORY GAB E <br />WOOD BASE <br />SECTION <br />4' CONC., REINF. W1 &'x&' <br />WIAXWIAO UALM ON (o-MIL POLY <br />FIRST FLOOR <br />WOOD <br />ETHYLENE VAPOR RETARDER ON <br />BLOCK SECOND <br />FRAME TO z w <br />WELL-rOMPACTED CLEAN FILL <br />TERMITE TREATMENT $HALL BE <br />--FLOOR FRAME <br />BORA-CARE <br />(3) 05 REBAR ON CHAIRS <br />SCALE: 3/4'-1'-0* <br />4 <br />2x STUDS 0 lro' O.C. MAX W/ <br />O.-S.B. SHEATHING OR CDX, <br />2x STUDS * 16' C.C. MAX W1 <br />NOTE; <br />INWL., SEE ENERGY CODE <br />14 <br />PLYWOOD. ATTACHED PER <br />ER <br />INSUL., SEE ENERGY CODE <br />PER FBCR e0521 - FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION <br />4 T <br />FASTENER SCHEDULE ON S14EET <br />L E 0 N S E E <br />D5 <br />FORMS FOR INSULATION <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />R-VALUES <br />R-vALUES <br />SYSTEM 16 REQUIRED. FOR ROOF SLOPES OF <br />EXTERIOR WALL STUDS <br />PLACE STRAPS 51FACED <br />T 4 G SU15FLOOR GLUED <br />T <br />1/8' THICK, 3 COAT PORTLAND <br />0 R L A N <br />R <br />CEMENT PLASTER OVER <br />E <br />T 4 G suerLOOR GLUED <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 <br />(WALL S�IEATWING. NOT <br />bWOtL#4 FOR CLARITT") <br />AND FASTENED AS <br />S"OUN UATW ONE <br />AND SCREWED AS PER <br />EXPANDED GALVD METAL LATH AND SCREWED AS PER <br />M E T A L L A T H <br />PERMITTED BUT MUST BE PER ASTM D22& TYPE <br />FASTEN STUDS TO BLOCK UkALL <br />ADDITIONAL STRAP AT <br />EACW IVINDOIU KW. STUD <br />FASTENER S CHEDULE <br />'V <br />T <br />ON FORTIF15ER JUMBOTEX <br />0 E X <br />FASTENER SCHEDULE <br />11, ASTM D 4ewol� TYPE IV, OR ASTM D &15-1 <br />WH USP MSTAAS STRAP UTW <br />ASTENENIS 46 SHOUN. INSTALL k <br />_/l <br />GRADE 'D' PAPER OVER TYVEK - <br />OVER T. -VFK <br />R To <br />BUILDING WRAP (REFER TO <br />F E <br />SP STRAP - E& END (UN.0) I <br />ACE &TWA" AS POLL <br />.no mpw F: 32: ar- <br />. ____l <br />M04 (10) h0d OOMMON NAILS <br />INTO STUD (0.140 DIA X 1 1/2' <br />3/4' T 4 G SUBFILOOR GLUED <br />OMPLETE <br />STUCCO SPECS FOR COMPLETE <br />C <br />AND 5CREWED AS FIER <br />:*v MPH IC, 32, OC, <br />LOW.) <br />6_� <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />50 MPW 15' 48 Or — <br />440 MPW r 46' Or- <br />2x4 CONT. e TOP AND BT . OF: <br />D BT or <br />SHEET 02 <br />TOP OF STUD UALL I I <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />PP <br />I <br />SOLE PLATE <br />BT PLATE OF 2ND FLR, 5TM. 2x4 <br />FILL ALL REMANW. STRAP <br />WOLE& UAI 10d NAILS INTO <br />PRE-EW3 FLOOR TRUSS <br />NG <br />15 FOR WALL SHEATHING NAILER) <br />ZIBBON W1 (5� PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W1 (5) <br />FASTEN EAC14 2X4 RIBBON W/ <br />WOOD BACKIN2 <br />SIMPSON HETA-16 EMBED. <br />12d NAILS e EACH TRUSS. 5TM. <br />R <br />I' GYPSUM 50ARD OR <br />(5)]2cl NAILS * EACH TRUSS. <br />BTM. RIB50N TO BE P.T. <br />TOP OF <br />TOP WOLE NEAREST TO TOP <br />STRAP 0 32' O.C. MAX VERIFY <br />W/ TRUSS PLAN <br />R155ON TO BE P.T. <br />WEEP SCREED <br />HIGH STRENGTH CLG. <br />BOARD <br />-EW-s F <br />PRE LOOR TRUSS <br />MAWRW—UIALL <br />OF 0-IJ BLOCK UALL <br />CONNI!CT BOTTOM OF <br />STRAP TO CMU CLOCK WALL <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS.) <br />IU/ (1) 5116- DIA X 1-1/4' <br />J'GYPSUM BOARD OR J' <br />EMBED. STRAP VERIFY <br />C <br />CONIC. FILLED LINTEL BLK W1 <br />1 <br />1 iF LOW. TAPCCN MA60NIRY <br />HIGH STRENGTH CLG. 50ARD <br />W1 TRUSS PLAN <br />(1) 05 REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK UJ/-//- <br />CM BLOCK UUA&L i <br />%'THICK, 3 COAT PORTLAND <br />(1) d5 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />EXTERIOR STUD WALL CONNECTION <br />— <br />FLOOR CONNECTION AT PARALLEL/ <br />S I <br />ASTENIN�GD�ETA�IL <br />(—.\TO FIRST FLOOR MASONRY WALL <br />(2� <br />PERPENDICULAR PRE—ENG FLOOR TRUSS <br />*A/A,.P-n, <br />SCALE- <br />I <br />A R C N IT I C T I <br />6 <br />G MDas' <br />n <br />o 00. nar- <br />Ai N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX- 407'7744078 <br />www.abdes <br />AA M. = <br />Lwum� as Los%, <br />SILVERADO <br />LOT 30 <br />7 <br />BLIK 6 <br />1pnoiwTo <br />04128.000-03061 <br />MODRU <br />4EHB <br />"2605—HAYDEN" <br />GARAGM MrWDa)k <br />RIGHT <br />IPAGIN: <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />%150 MPH EXP. B,,q <br />r ARCHMECT.- <br />OF FLOMA <br />ROLAW A CRAJ <br />AR 93723 <br />rpRINT -1 <br />JDAM 11/09/17 <br />8CAM 1/4"=l'-O" <br />SlEmw <br />%. D 4 <br />