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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OVER 030 FELT PAPER <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />INSTALLED PER FBCR <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />R9052.1 ON a' O.S,B. <br />7 <br />R905.2.1 ON a' O.S.B. <br />IS PRESENT <br />INSTALLED PER FBCR <br />SHEATHING OR J' CDX <br />SHEATHING OR #' CDX <br />RW52,1 ON -l' O.S.B. <br />PLYWOOD SECURED PER <br />PLYWOOD SECURED PER <br />SHEATHING OR }' CDX <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 />CON7. 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 2x6 SUB -BAND PER <br />W/ (2) I2d's m EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R VALUES <br />2x4 OR 2x6 SUB -BAND <br />H' GYPSUM BOARD OR �' <br />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />GYPSUM BOARD OR }' <br />PER ELEVATIONS <br />HIGH STRENGTH CLG. <br />VENTED ALUM. SOFFIT <br />2x4 OR 2x6 SUB -SAND <br />HIGH STRENGTH CLG. <br />BOARD <br />VENTED ALUM. SOFFIT <br />BpgRp <br />PER ELEVATIONS <br />DOUBLE TOP PLATE <br />TWIST STRAP VERIFY W/ <br />STIFFBACK (SEE SEALED <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />WINDOW HEADER SIZE <br />TRUSS PLAN <br />TRUSS ENG, FOR SIZE 4 <br />SEE ENERGY CODE FORMS <br />1,000" UPLIFT <br />SP2 m EA. <br />2X8 STUD <br />VARIES PER WINDOW <br />CONDITION) <br />FOR INSULATION R-VALUES <br />CONNECTOR <br />OPENING SEE HEADER <br />WINDOW ATTACHMENT AS <br />SPAN CHART FOR <br />PER MANUFACTURES <br />SECURE 2x4 PLATE TO WALL W/ <br />BOARD OR ' <br />2x8 SYP "2GYPSUM <br />DETAILS <br />SPECIFICATIONS <br />THRU-BOLTS m 32' O.G. <br />HIGH STRENGTH <br />DBL TOP <br />O.S.B. SHEATHING OR }' <br />WINDOW SILL <br />MAX THEN SECURE GABLE TO <br />CLG. <br />BOARD <br />PLATE <br />}' DRY WALL <br />CDX PLYWOOD. <br />2x4 PLATE W/ 126's 8' O.C. MAX <br />WALL <br />}' DIA ANCHOR BOLT <br />ATTACHED PER FASTENER <br />2x STUDS m I(o' O.C. MAX W/ <br />OR <br />DOUBLE TOP PLATE <br />SHEATHING <br />AT 16' O.G. MAX WITH 1' <br />SCHEDULE ON SHEET D5. <br />INSUL., SEE ENERGY CODE <br />SECURE GABLE TO DBL TOP <br />WINDOW ATTACHMENT AS <br />2x8 SYP •2 <br />EMBEDMENT AND 2' <br />1/8' THICK, 3 COAT <br />FORMS FOR INSULATION <br />PLATE W/ SIMP50N I-ITC4 m 24' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA, WASHER <br />PORTLAND CEMENT <br />R-VALUES <br />O.C, MAX <br />SPECIFICATIONS <br />AT 12' O.G. MAX <br />PLASTER OVER <br />WINDOW HEADER SIZE VARIES <br />WINDOW SILL <br />N SPI <br />EXPANDED GALV'D <br />GLUED <br />' T d G SUWED <br />PER WINDOW OPENING SEE <br />S EA. 2X8 <br />o EA, 2 <br />STUD <br />METAL LATH ON <br />AS <br />AND SCREWED AS PER <br />HEADER SPAN CHART FOR <br />2x STUDS m 16' O.C. MAX W/ <br />FORTIFIER JUM50TEX <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. SHEATHING OR J' COX <br />R-VALUES <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />PLYWOOD. ATTACHED PER <br />POURED SOLID WITH <br />(REFER TO STUCCO <br />FASTENER SCHEDULE ON SHEET <br />T d G SUBFLOOR GLUED <br />w - <br />CONCRETE. (1) "5 <br />SPECS FOR COMPLETE <br />D5 <br />AND SCREWED AS PER <br />(L <br />REBAR HORIZONTALLY <br />INFORMATION) <br />1/8' THICK, 3 GOAT PORTLAND <br />FASTENER SCHEDULE <br />NOTE: SHEATHING MUST <br />CEMENT PLASTER OVER <br />C <br />PRECAST LINTEL <br />N07 BREAK I'-4' MIN. <br />PRE-ENG FLOOR TRUSS <br />EXPANDEDMETAL <br />ON FORT FIBERJUMBOTEX <br />:r w <br />FROM 2ND FLR LINE <br />(INSTALL PER MFG. SPECS.) <br />GRADE 'D° PAPER OVER TYVEK <br />(L RRR <br />U <br />WINDOW ATTACHMENT AS <br />PER MANUFACTUREST. <br />2x4 CONT. isTOP AND B <br />I' GYPSUM BOARD OR <br />BUILDING WRAP (REFER TO <br />w <br />L) V <br />SPECIFICATIONS <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 />w � <br />2ND FLR, 2x4 IS FOR <br />CON(. FILLED LINTEL BLK W/ <br />NOTE: SHEATHING MUST NOT <br />(INSTALL PER MFG. SPECS.) <br />a 2 "5 REBAR m I&' <br />PRECAST SILL <br />ATHI <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />(l) S REBAR CONTINUOUS <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />LINE <br />GYPSUM BOARD OR <br />�° �° <br />t-w O.G. MAX, IN <br />Z � <br />W/ (5) 12d NAILS m EACH <br />TRUSS. $TM. RI$$ON TO BE <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />2x4 CONT. m TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />HIGH STRENGTH CLG. <br />BOARD <br />w CONCRETE <br />POURED CELL, <br />PER <br />Ix2 P.T. FURRING STRIPS <br />P.T. <br />PRECAST LINTEL <br />VERIFY <br />m 16' O.G. <br />$T PLATE OF 2ND FLR, BTM. 2x4 <br />CONIC. FILLED LINTEL BLK W/ <br />u- PLAN. <br />WEEP SCREED <br />WINDOW ATTACHMENT AS <br />IS FOR WALL SHEATHING <br />(1)"5 REAR CONTINUOUS <br />C, 0 <br />8' CMU <br />(SEE DETAIL 2/D3) <br />PER MANUFACTURES <br />NAILER) FASTEN EACH 2X4 <br />SEE ENERGY <br />I/2' GYP. WL. $D. <br />EMBED. STRAP VERIFY <br />j SPECIFICATIONS <br />RIBBON W/ (5) 12d NAILS m <br />EACH TRUSS. BTM. RIBBON TO <br />PRECAST LINTEL <br />U CODE FORMS <br />(ll "4 CONTINUOUS REBAR <br />W/ TRUSS PLAN <br />PRECAST SILL <br />BE P.T. <br />WINDOW ATTACHMENT AS <br />-j w FOR - <br />WOOD BASE <br />5/e' THICK, 3 COAT <br />(1) +5 REBAR VERTICALLY <br />WEEP SCREED <br />PER MANUFACTURER <br />SPECIFICATIONS <br />Q > INSULATION <br />B R-vALUES <br />"4 REBAR 48' LONG <br />PORTLAND CEMENT <br />W/ CONIC. POURED CELL <br />(SEE DETAIL 2/03) <br />PRECAST SILL <br />z w <br />-4t> Q <br />W/6' HOOK m 24' D.G., <br />PLASTER APPLIED <br />Ix2 P.T. FURRING STRIPS <br />EMBED. STRAP VERIFY <br />. <br />QI Z Q <br />MIN. 24' IN SLAB <br />DIRECTLY TO MASONRY <br />m 16' O.C. <br />W/ TRUSS PLAN <br />(1) 05 REBAR VERTICALLY <br />n J <br />2(MIN. <br />2—STORY <br />8' CMU <br />W/ GONG. POURED CELL <br />FIRST FLOOR <br />GYP. WL. BD. <br />s/a' THICK, 3 COAT <br />Ix2 P.T. FURRING STRIPS <br />O <br />N SLAB) <br />]I/2' <br />WOOD BASE <br />PORTLAND CEMENT <br />0 I6' O.G, <br />BLOCK SECOND <br />PLASTER APPLIED <br />I <br />7-j e, <br />DIRECTLY TO MASONRY <br />8' CMU <br />e <br />I <br />FLOOR FRAME <br />vz' GYP. wL. $D. <br />WALL <br />4' CONc., REINF. W/ 6'x6' <br />1 SCALE: 3/4'=1'-O' <br />9 <br />° <br />2—STORY GABLE <br />WOOD BASE <br />SECTION — L� <br />W1.4XW1.40 WWM ON 6-MIL POLY <br />, <br />FIRST FLOOR <br />•' a • ° <br />WOOD X <br />ETHYLENE VAPOR RETARDER ON <br />a, <br />WELL -COMPACTED CLEAN FILL <br />° <br />BLOCK SECOND <br />a 9 <br />FRAME TO �` ID <br />TERMITE TREATMENT SHALL BE <br />1 A FLOOR FRAME L� <br />`° <br />6" <br />1 B LOCK WALL ° 2, O„ <br />BORA-CARE <br />(3) "5 REBAR ON CHAIRS <br />SCALE: 3/4'zV-0' a <br />2x STUDS m 16' O.C. MAX W/ <br />O.S.B. SHEATHING OR }' CDX <br />2x STUDS m 16' O.C. MAX W/ <br />NOTE: <br />INSUL., SEE ENERGY CODE <br />PLYWOOD. ATTACHED PER <br />INSUL., SEE ENERGY CODE <br />PER FBCR 9052.1 -FOR ROOF SLOPES 2:12 70 <br />FORMS FOR INSULATION <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />FORMS FOR INSULATION <br />LESS THAN 4:12, A (2) LATER UNDERLAYMENT <br />R-VALUES <br />1/8' THICK, 3 COAT PORTLAND <br />R-VALUES <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />EXTERIOR WALL SIMS <br />(WALL SHEATHNG NOT <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />' T 4 G SUBFLOOR GLUED <br />CEMENT PLASTER OVER <br />J' T 4 G SUBFLOOR GLUED <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />SHOWN FOR CLARITY) <br />SHOW WITH CNE <br />AND SCREWED AS PER <br />EXPANDED GALV'D METAL LATH AND SCREWED AS PER <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />FASTEN STUDS To BLOCK WALL <br />ADDITIONAL STRAP At <br />EACH WINDOW KING STUD <br />FASTENER SCHEDULE <br />ON FORTIF15ER JUMBOTEX <br />FASTENER SCHEDULE <br />II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 <br />WITH USP MSTA48 STRAP WITH <br />FASTENERS AS SHOW+. INSTALL <br />GRADE 'D' PAPER OVER TY VEK <br />BUILDING WRAP (REFER TO <br />STRAP END FOLLOWS, <br />SPACE STRAPS ' FOLLOWS. <br />-I10 MPH 'C': 92' O.G <br />MN (Io) 0d COMMON NAILS <br />INTO STUD (0.I48 CIA X 1 12' <br />3/4' T 4 G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />-S®MPH'c:37'o- <br />LOW.? <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />-140 MPH 'C' s488' Or- <br />2x4 CONT. m TOP AND BT. OF <br />SHEET D2 <br />TOP OF STUD WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />SOLE SATE <br />8T PLATE OF 2ND FLR, BTM. 2x4 <br />FILL ALL REMAINING STRAP <br />HOLES W/ Wd NAILS INTO <br />PRE-ENG FLOOR TRUSS <br />IS FOR WALL SHEATHING NAILER) <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />di <br />WaoDeACKING <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />(5) 12d NAILS m EACH TRUSS. <br />mj <br />Do NOT PLACE SCREW IN <br />SIMPSON NE7A-I6 EMBED. <br />12d NAILS m EACH TRUSS. $TM. <br />i#' GYPSUM BOARD OR %' <br />BTM. RIBBON TO BE P.T. <br />roQ a: <br />THOLE NEAREST TO TOP <br />OP <br />STRAP m 32' O.G. MAX VERIFY <br />RIBBON TO BE P.T. <br />HIGH STRENGTH C <br />_ <br />crw <br />of BLocK WALLLG. <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />a <br />CaagCT BOTTOM of <br />(SEE DETAIL 2/D3) <br />l INSTALL PER MFG. SPECS.) <br />J4=1 <br />_ STRAP TO CMU BLOCK WALL <br />II <br />WLu� <br />' GYPSUM BOARD OR <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />r'APCON MASONRY <br />HIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />(1) •5 REBAR CONTINUOUS <br />CONIC. FILLED LINTEL BLK W/ <br />CMU BLOCK WALL <br />SCREWS <br />THICK, 3 GOAT PORTLAND <br />(1) 05 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />EXTERIOR STUD WALL <br />CONNECTION <br />FLOOR CONNECTION AT PARALLEL/ <br />FASTENING DETAIL <br />TO FIRST FLOOR MASONRY WALL <br />2 <br />PERPENDICULAR PRE—ENG FLOOR TRUSS <br />2� SCALE: 3/4'- 1'-0' <br />SCALE: 3/4' =1'-O' <br />A R C R I T E C T 8 <br />6 <br />Design <br />Grou .n�. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />w <br />y <br />2 <br />0 <br />z <br />0 <br />ti <br />0 <br />0 <br />0 <br />e <br />s77 0IV. as LOT: <br />SILVERADO <br />LOT #19 <br />BLK #6 <br />PROJECT# <br />04128.000-01961 <br />MoDmu <br />4EGB <br />"GALEN" <br />GARAGE sMWO: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NJB <br />150 MPH EXP. <br />r <br />11/8/17 <br />: 1/4"=1'-O" <br />T <br />D 4 <br />