Laserfiche WebLink
FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OVER *30 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />INSTALLED PER FBCR <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />R9052.1 ON a' OSB. <br />R9052.1 ON I}' OSB. <br />IS PRESENT <br />SHEATHING OR }' CDX <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORMS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />CONY. 2x4 RAT RUN SECURED <br />P.T. IX2 W/ MTL. DRIP EDGE <br />FOR INSULATION R-VALUES <br />2x4 OR 2x6 SUB -BAND PER <br />W/ (2) 12d's aT EACH TRUSS <br />2x4 OR 2x6 SUS -BAND <br />GYPSUM BOARD OR }' <br />ELEVATIONS <br />PER ELEVATIONS <br />H <br />HIGH STRENGTH CLG. <br />VENTED ALUM. SOFFIT <br />VENTED ALUM. SOFFIT <br />BOARD <br />DOUBLE TOP PLATE <br />TWIST STRAP VERIFY W/ <br />STIFFBACK (SEE SEALED <br />WINDOW HEADER SIZE <br />TRUSS PLAN <br />TRUSS ENG, FOR SIZE 4 <br />SEE ENERGY CODE FORMS <br />VARIES PER WINDOW <br />CONDITION) <br />FOR INSULATION R-VALUES <br />OPENING SEE HEADER <br />WINDOW ATTACHMENT AS <br />SPAN CHART FOR <br />PER MANUFACTURES <br />SECURE 2x4 PLATE TO WALL W/ <br />GYPSUM BOARD OR }' <br />DETAILS <br />SPECIFICATIONS <br />i'x6' THRU-BOLTS 6 32' O.C. <br />HIGH STRENGTH CLG. <br />O.SB. SHEATHING OR }' <br />WINDOW SILL <br />MAX THEN SECURE GABLE TO <br />BOARD <br />CDX PLYWOOD. <br />2x4 PLATE W/ 12d's 6' O.C. MAX <br />ATTACHED PER FASTENER <br />2x STUDS a 16' O.C. MAX W/ <br />OR <br />DOUBLE TOP PLATE <br />SCHEDULE ON SHEET D5. <br />INSUL., SEE ENERGY CODE <br />SECURE GABLE TO DBL TOP <br />WINDOW ATTACHMENT AS <br />'1/8' THICK, 3 COAT <br />FORMS FOR INSULATION <br />PLATE W/ SIMPSON HTC4 O 24' <br />PER MANUFACTURES <br />PORTLAND CEMENT <br />R-vALUES <br />O.G. MAX <br />SPECIFICATIONS <br />PLASTER OVER <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />EXPANDED GALV'D <br />A' T a G GLUED <br />PER WINDOW OPENING SEE <br />METAL LATH ON <br />AND SCREEWEDWED AS PER <br />HEADER SPAN CHART FOR <br />2x STUDS 0 I6' O.C. MAX W/ <br />FORTIF15ER JUM50TEX <br />FASTENER SCHEDULE <br />DETAILS <br />fN5UL., SEE ENERGY CODE <br />GRADE 'D' PAPER OVER <br />O.S.B. SHEATHING }' G <br />FORMS FOR INSULATION <br />TYVEK BUILDING WRAP <br />PLYWOOD. ATTACHED PEERR <br />R-VALUES <br />(REFER TO STUCCO <br />FASTENER SCHEDULE ON SHEET <br />J' T a G SUBFLOOR GLUED <br />SPECS FOR COMPLETE <br />D5 <br />AND SCREWED AS PER <br />INFORMATION) <br />1/8' THICK, 3 COAT PORTLAND <br />FASTENER SCHEDULE <br />NOTE: SHEATHING MUST <br />CEMENT PLASTER OVER <br />NOT BREAK I'-4' MIN. <br />PRE-ENG FLOOR TRUSS <br />EXPANDED GALV'D METAL LATH <br />ON FORTIF15ER <br />FROM 2ND FLR LINE <br />(INSTALL PER MFG. SPECS.) <br />GRADE 'D' PAPER OVER TYVEK <br />O ER TYVEK <br />2x4 CONT. 0 TOP AND BT. <br />I• GYPSUM BOARD OR }' <br />BUILDING WRAP (REFER TO <br />OF FLR TRUSS (TOP 2x4 <br />HIGH STRENGTH CLG. <br />STUCCO SPECS FOR COMPLETE <br />SUPPORTS BT PLATE OF <br />BOARD <br />INFORMATION) <br />PRE-ENG FLOOR TRUSS <br />2ND FLR, BTM. 2x4 15 FOR <br />CONC. FILLED LINTEL BLK W/ <br />NOTE: SHEATHING MUST NOT <br />(INSTALL PER MFG. SPECS.) <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />(1)'5 REBAR CONTINUOUS <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />LINE <br />GYPSUM BOARD OR }' <br />NIGH <br />W/ (5) 1M. NAILS s EACH <br />SEE ENERGY CODE FORMS <br />2x4 CONT. o TOP AND $T. OF <br />STRENGTH CLG. <br />TRUSS. BTM. RIBBON TO BE <br />FOR INSULATION R-VALUES <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BOARD <br />P.T. <br />PRECAST LINTEL <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />CONC. FILLED LINTEL 8LK W/ <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />IS FOR WALL SHEATHING <br />(1) 05 REBAR CONTINUOUS <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURES <br />NAILER) FASTEN EACH 2X4 <br />SPECIFICATIONS <br />RIBBON W/ (5) 12d NAILS ® ( <br />PRECAST LINTEL <br />EMBED. STRAP VERIFY <br />PRECAST SILL <br />EACH TRUSS. BTM. RIBBON TO <br />WINDOW ATTACHMENT AS <br />W/ TRUSS PLAN <br />%' THICK, 3 COAT <br />(1) "5 REBAR VERTICALLY <br />BE P.T. <br />WEEP SCREED <br />PER MANUFACTURER <br />PORTLAND CEMENT <br />W/ GONG. POURED CELL <br />(SEE DETAIL 2/D3) <br />SPECIFICATIONS <br />PLASTER APPLIED <br />Ix2 P.T. FURRING STRIPS <br />EMBED. STRAP VERIFY <br />PRECAST SILL <br />DIRECTLY TO MASONRY <br />m 16' O.C. <br />W/ TRUSS PLAN <br />5 (1)'REBAR VERTICALLY <br />2—STORY <br />} $' GMU <br />w/ GONG. POURED CELL <br />FIRST FLOOR <br />I/2' GYP. WL. BD. <br />V THICK, 3 COAT <br />Ix2 P.T. FURRING STRIPS <br />WOOD BASE <br />PORTLAND CEMENT <br />s I6' O.C. <br />BLOCK SECOND <br />PLASTER APPLIED <br />i <br />DIRECTLY TO MASONRY <br />8' CMU <br />FLOOR FRAME <br />1/2, GYP. WL. ED. <br />1 SCALE: 3/4'=r-m' <br />9 <br />2—STORY GABLE <br />WOOD BASE <br />L <br />FIRST FLOOR <br />BLOCK SECOND~~ <br />1A FLOOR FRAME <br />SCALE: 3/4'=1'-0' a <br />2x STUDS o 16' O.C. MAX W/ <br />O.S.B. SHEATHING OR }' CDX <br />LYWOOD. <br />2x STUDS a 16. O.C. MAX W/ <br />NOTE: <br />INSUL., SEE ENERGY CODE <br />f ATTACHED PER <br />INSUL., SEE ENE1YsY CODE <br />PER FBCR 9052.1 - 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 />T a G SUBFLOOR GLUED <br />1/8' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />T < G SUESFLOOR GLUED <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />AND SCREWED AS PER <br />EXPANDED GALV'D METAL LATH AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D22ro TYPE <br />FASTENER SCHEDULE <br />ON FORTIF15ER JUMBOTEX <br />FASTENER SCHEDULE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />GRADE 'D' PAPER OVER TYVEK <br />3/4' T a G SUBFLOOR GLUED <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />2x4 CONT. a TOP AND BT. OF <br />SHEET D2 <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />PRE-ENG FLOOR TRUSS <br />15 FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />(5) 12d NAILS g EACH TRUSS. <br />SIMPSON HETA-16 EMBED. <br />12d NAILS ® EACH TRUSS. BTM. <br />J' GYPSUM BOARD OR }' <br />BTM. RIBBON TO BE P.T. <br />STRAP to 32' O.C. MAX VERIFY <br />RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE .3 FLOOR TRUSS <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS.) <br />J' GYPSUM BOARD OR }' <br />EMBED. STRAP VERIFY <br />GONG. FILLED LINTEL BLK W/ <br />HIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />(l) 05 REBAR CONTINUOUS <br />CON(. FILLED LINTEL BLK W/ <br />W THICK, 3 COAT PORTLAND <br />(1)05 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />FLOOR CONNECTION AT PARALLEL/ <br />IT ASTENING DETAIL <br />�21PERPENDICULAR <br />PRE— ENG FLOOR TRUSS <br />t SCALE: 3/4'=I'-0' <br />FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 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 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />10000 UPLIFT — <br />CONNECTOR <br />2x6 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 6 I(o <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 w <br />LW z� <br />ro� <br />WALL . <br />SECTION — <br />WOOD <br />FRAME TO <br />ZB LOCK WALL m <br />(WALL SWATHING NOT <br />SHOIW FOR CLARITI') <br />FASTEN STUDS TO BLOCK WALL <br />WITH USP MSTA48 STRAP WITH <br />FASTENERS AS SWXK INSTALL <br />STRAP • EA. END (UND) ( <br />SPACE STRAPS AS FOLLOWS, <br />410 MPH 'C', 32' OC. <br />-160 MF 4 'C1 32' OC. <br />-E,0 MPH 15', 40' OC. <br />-140 MPH 'C4e' O.C. <br />TOP OF STUD WALL _ <br />SOLE PLATE <br />v <br />TOP OF <br />nAeoNRr uwL� - <br />CI'AU BLOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM $CARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 0 EA. <br />2X8 STUD <br />}' DRY WALL <br />}' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />6 EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) 05 <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />® fro. O.C. <br />8' CMU <br />I/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />�MIN.04 RE$AR 46' LONG <br />.24OINO.C, <br />SLAB <br />4' CONC., REINF. W/ 6'xb' <br />WI.4XWI.40 WWM ON 6-MIL POLY <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />6 <br />6 <br />BORA-CARE <br />(3) 05 REBAR ON CHAIRS <br />— 2_ 0 <br />PLACE STRAPS SPACED <br />AND FASTENED As <br />SHOIW WITH ONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW KING STUD <br />(10) 10d COITION NAILS <br />) STUD (0)40 DIA X 1 1/2' <br />:]=FILL ALL REMAINING STRAP <br />HOLES W/ 10d NAILS INTO <br />WOOD BACKING <br />DO NOT PLACE SCREW IN <br />TOP HOLE NEAREST TO TOP <br />OF CHU BLOCK WALL <br />COMECT BOTTOM OF <br />STRAP TO CMU BLOCK WALL <br />W/ (T) 3/IB' DIA X I-I/4' <br />LONG TAPCON MASONRY' <br />SCREWS <br />EXTERIOR STUD WALL CONNECTION <br />3 TO FIRST FLOOR MASONRY WALL <br />A R C R I T E B T E <br />6 <br />Grou i In <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 B: 0003325 <br />iq <br />a <br />w <br />0 <br />y <br />0 <br />E <br />ie LOT:RADO 45K 6 <br />PROMCT# <br />04128.000— 04561 <br />IhWDZT" <br />4EBB <br />"1828—CALI" <br />OARAGM Ei71IN0: <br />RIGHT <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />T A 0 <br />R0/19/17 <br />/4"=l'-0" <br />4 <br />