Laserfiche WebLink
FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RW521 ON �,,' 0.5 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 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 }' <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. a TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 IS FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS 0 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/e' 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 />SCALE: 3/4'=1'-O' — <br />_SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' 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 R 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 -ENS FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(U 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/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />IS I6' O.G. <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 />RW52.1 ON a' OS$. <br />SHEATHING OR J'cox <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 * 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 6' O.G. 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 />O.S.5. 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 JUM50TEX <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 I'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. s 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 is <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' - I' -0' <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d's ® 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 IV 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 />J' GYPSUM BOARD OR I - <br />HIGH STRENGTH CLG, <br />BOARD <br />CONIC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ CONIC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />6 I6' 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 />RW52.1 ON J' 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 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 />2x6 SYP 42 — <br />WOOD STUDS <br />AT 12' O.G. MAX <br />2x6 P.T. SYP 02 <br />SOLE PLATE <br />05 REBAR to 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 m <br />LQ zf) <br />v A <br />c0 „ <br />WALL . <br />SECTION - <br />WOOD <br />FRAME TO <br />1BBLOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />R' GYPSUM BOARD OR' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 ® EA. <br />2X6 STUD <br />}' DRY WALL <br />}' DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />* EA. 2X6 <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 />9 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 413' LONG <br />W/6' HOOK ® 24' O.C., <br />MIN. 24' IN SLAB <br />2'-0' <br />1 IN SLAB) <br />` <br />4' CON(, REINF. W/ 6'xb' <br />WIAXWI.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 />6 <br />BORA-CARE <br />(3) 05 REBAR ON CHAIRS <br />2'-0" <br />2x STUDS o Iro' 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 />40 .S.B. SHEATHING OR J' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />p5 <br />1/8' 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 />2x STUDS o IV O.G. 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 '3052.1 - 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 IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />EXTERIOR WALL Sams <br />(WALL SHEATNI4Ca NOT <br />SHOWN FOR CLARITY) <br />FASTEN STUDS TO BLOCK WALL <br />F AS USP MST AS STRAP u" <br />STRAP • EA END (UND) 4 <br />SPACE STRAPS AS FOLLOWS, <br />PLACE STRAPS <br />MID FASTENED AS <br />SHOUN WRH ONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW Krc(O STUD <br />MIN (10) Wd COMMON NAILS <br />INTO STUD M48 DIA x 1 1/2' <br />LOW.)INFORMATION) <br />3/4' T 4 G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />-" MF'C'' 32' Or- <br />FASTENER SCHEDULE ON <br />40 <br />.11440 M�IM4 r' 448' oc <br />2x4 CONT. ® TOP AND BT. OF <br />SHEET D2 <br />TOP OF STUD WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />_ <br />SOLD 7PLATE <br />BT PLATE OF 2ND FLR, BTM. 2X4 <br />FILL ALL REMAINING. STRAP <br />MOLES W( Wd NAILSINTO <br />PRE-ENG FLOOR TRUSS <br />FOR WALL SHEATHING NAILER) <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />WOOD eAacr>G <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />(5)12d NAILS g EACH TRUSS. <br />Do NOT PLACE SCREW IN <br />SIMPSON HETA-I6 EMBED. <br />12d NAILS o EACH TRUSS. BTM. <br />GYPSUM BOARD OR �' <br />STM. RIBBON TO BE P.T. <br />TOP OF <br />TOP HOLE NEAREST TO TOP <br />STRAP ® 32' D.G. MAX VERIFY <br />RIBBON TO BE P.T. <br />H <br />HIGH STRENGTH CLG. <br />nasormr u4aL� <br />9 <br />OF CU BLOCK <br />W/ TRUSS PLAN <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />= <br />cONNEOrBOTTonOF <br />STRAP To CM BLOCK WALL <br />QV 111,11 'DIA.x1-w' <br />' GYPSUM BOARD OR %' <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />MASONW <br />R HIGH STRENGTH CLG. BOAD <br />W/ TRUSS PLAN <br />(1) 05 REBAR CONTINUOUS <br />CONIC. FILLED LINTEL BLK W/ <br />CM BLOCK <br />%' THICK, 3 COAT PORTLAND <br />(1) 05 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />EXTERIOR <br />STUD <br />WALL CONNECTION <br />FLOOR CONNECTION AT PARALLEL/ <br />FASTENING DETAIL <br />TO FIRST <br />FLOOR <br />MASONRY WALL <br />2 PERPENDICULAR PRE-ENG FLOOR TRUSS <br />2A SCALE: 3/4'=r-m' <br />3 SCALE: NTB <br />SCALE: 3/4'= I'-0' <br />A R C N I T E C T 2 <br />Grown. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.mn <br />AA S: 0003325 <br />w <br />rq <br />y <br />w <br />0 <br />w <br />0 <br />N <br />0 <br />c <br />e <br />L <br />Iv. se wisVERADO <br />OT 47 <br />LK 6 <br />04128.000-04761 <br />MODS <br />4EHB <br />"2605- HAYDEN" <br />GARAOL' OWWO: <br />LEFT <br />PAGIM <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARECT: <br />Am mRLA <br />FDATjL. 10/20/17 <br />1/4"=1'-0" <br />D4 <br />