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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R90521 ON a' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />'.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -SAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I rI <br />3EE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR J' HIG <br />iRENGTH CLG. BOARD <br />;ONG. FILLED LINTEL BLK W/ <br />U 05 REBAR CONTINUOUS <br />'RECAST LINTEL <br />iEE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />11NDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1)'S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />NI 16' O.C. <br />8' CMU <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />1-STORY <br />1 BLOCK WALL <br />SCALE: 3/4' =1' -O' <br />1/16' O.S.B. R }' CDX <br />TYVEK BUILDING WRAP <br />FRTIFIBER BLDG PAF <br />-GALv'D MTL. LATH <br />1/8' TEXTURED <br />FINISH o WOOD <br />3'a' TO %' MID WALL <br />WEEP SCREED <br />Z Q <br />F J <br />—8' CMU <br />—5/8' TEXTURED <br />FINISH ® MASONRY <br />WEEP SCREED <br />DETAIL C WOOD TO <br />2 Llv�,n l.V1V1V. <br />�Q�NOT USED <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />2x4 <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />PER FBCR R9052.1 ON <br />WHERE 'X' BRACI <br />OVER •30 FELT PAPER <br />INSTALLEDPER FBR <br />TRUSSES WHERE 'X' BRACING <br />li <br />O.S.B. SHEATHING OR 'CDX <br />--- <br />IS PRESENT <br />R9052.1 ON I,' O.S.B. <br />IS PRESENT <br />PLYWOOD SECURED PER <br />SHEATHING OR J' CDX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 NAILER <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />2x4 OR 2x6 SUS -SAND <br />z <br />CONT. 2x4 RAT RUN SECURE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />EACH TRUSS <br />PER ELEVATIONS <br />0, <br />W/ (2) 12d's ® EACH TRUSS <br />2x4 OR2x6 SUB -BAND m•INS <br />TO BE ®MID. POINT Or - <br />VENTED ALUM. SOFFIT <br />TMP <br />oH. <br />TO BE INSTALLED 9 MID. <br />PER ELEVATIONS TYP. <br />TRUSS SPAN, OR 10'-0' OG. MAX. <br />POINT OF TRUSS SPAN, R <br />VENTED ALUM. SOFFIT °N <br />SEE ENERGY CODE FORMS <br />STIFFBACK (SEE SEALED <br />10'-0' O.C. MAX. <br />FOR INSULATION R-VALUES <br />TRUSS ENG. FOR SIZE t <br />SEE ENERGY CODE FORMS <br />STIFFBACK (SEE SEALED <br />I' GYPSUM BOARD OR <br />CONDITION.) <br />FOR INSULATION R-VALUES <br />TRUSS ENG. FOR SIZE t <br />HIGH STRENGTH CLG. <br />O.S.B. SHEATHING R }' <br />1, GYPSUM BOARD OR <br />CONDITION.) <br />BOARD <br />CDX PLYWOOD. ATTACHED <br />r <br />H <br />HIGH STRENGTH CLG. <br />O.S.B. SHEATHING OR %' <br />2x4 NAILER <br />PER FASTENER SCHEDULE <br />BOARD <br />CDX PLYWOOD. ATTACHED <br />2x4 a 24' O.G. Is INTERIOR <br />ON SHEET D5 <br />PER FASTENERSCHEDULESHEET <br />KNEE WALL <br />1/8' THICK, 3 COAT <br />LONG. FILLED LINTEL BLK W/ <br />D5 <br />PORTLAND CEMENT PLASTER <br />(1) 45 REBAR CONTINUOUS <br />1/6' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />OVERLAT14 <br />SEE ENERGY CODE FORMS <br />PORTLAND CEMENT PLASTER <br />(1) S REBAR CONTINUOUS <br />METAL ONDFORED TIF15ER <br />FOR INSULATION R-VALUES <br />OVER EXPANDED GALV'D <br />I <br />JUMBOTEX GRADE 'D' PAPER <br />PRECAST LINTEL <br />METAL LATH ON FORTIF15ER <br />PRECAST LINTEL <br />OVER TYVEK BUILDING WRAP <br />WINDOW ATTACHMENT AS <br />JUMBOTEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />(REFER TO STUCCO SPECS <br />PER MANUFACTURES <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />FOR COMPLETE INFORMATION) <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />I <br />STUCCO SPECS FOR <br />WEEP SCREED <br />PRECAST SILL <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />(SEE DETAIL 2) <br />(1) 05 REBAR VERTICALLY <br />WEEP SCREED <br />(1) 05 REBAR VERTICALLY <br />SECURE GABLE TO 2x6 P.T. <br />W/ CONC. POURED CELL <br />(SEE DETAIL 2) <br />W/ CONC. POURED CELL <br />PLATE W/ 126's 8' O.C. MAX <br />Ix2 P.T. FURRING STRIPS <br />SECURE GABLE TO 2x6 P.T. <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.C. <br />PLATE W/ 12d's 8' O.C. MAX <br />o I6' O.C. <br />SECURE 2x6 PT. PLATE TO <br />8. CMU <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ j'xV ANCHOR BOLT W/ <br />I/2' GYP. WL. BD. <br />BLK W/ J'x9' ANCHOR BOLT <br />S' CMU <br />2' WASHER SET IN SIMPSON <br />W/ 2' WASHER SET IN SIMPSON <br />1/2, GYP. WL. BD. <br />HIGH STRENGTH EPDXY 1' <br />WOOD BASE <br />HIGH STRENGTH EPDXY 1' 1 <br />WOOD BASE <br />EMBED. MIN. e 32' OC MAX. <br />7 <br />EMBED, MIN. B 32' OC MAX. <br />THICK, 3 COAT <br />S <br />THICK, 3 GOAT < <br />PORTLAND CEMENT <br />R TLAND CEMENT <br />PLASTER APPLIED <br />w <br />PLASTER APPLIED ° d <br />DIRECTLY TO MASONRY <br />o <br />? a L� • <br />DIRECTLY TO MASONRY <br />z a Lam. <br />1= IY <br />NOTE_ <br />1-STORY GABLE <br />1-STORY GABLE <br />PER FBCR 5052.1 - FOR ROOF SLOPES 2:12 TO <br />�� <br />BLOCK WALL <br />W/ VAULT CLG. <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />1 <br />SCALE: 3/4'=I'-O' <br />BLOCK WALL <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />UB SCALE: 3/4'=I'-0' <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II. ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />e• uwJ <br />Y'DRTWALL <br />PX4' OR 1'X2' P.T. NAILER <br />❑ Ix4 P.T. OR y'X4' MM. SECURE <br />THRU FRAME 1 EXTEND I-Y' <br />INTO BLOCK WOW TAPCONS <br />OR DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I-Y.' <br />WITHIN 8' OF EACH END 1 IBM <br />O.C. MAX SPACING <br />DOOR cASI4G <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V ) <br />DOOR JAMB TO BLOCK +3/4 OR +5/4 <br />A WINDOW TO BLOCK +3/4 OR +5/4 <br />11 r SCALE: P•I'-®• <br />2X4. 101 <br />SECURE TO BLOCK W/ al.' <br />TAFCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIL READ SIZE 300 <br />MIN EMBEDMENT I V) <br />WITHIN &' OF EACH END 1 <br />IS' O.C. MAX SPACING. <br />2X6: CECII <br />SECURE TO BLOCK W <br />TAPCONB OR DRIVE PIN <br />DIN. SHANK SIZE J45 <br />❑ <br />MIN. HEAD SIZE 300 <br />MIN EMBEDMENT I W) <br />WITHIN 8' OF EACH END 1 <br />V O.C. MAX SPACING. <br />8' CMU <br />2X8, ® <br />K' DRYWALL <br />SECURE TO BLOCK W-V.' <br />TAPCCNO OR DRIVE PIN <br />I'X4' OR 170' P.T. NAILER <br />(MIN, SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JMES OR WINDOW <br />MIN. EMBEDMENT 149 <br />ATTAC44 TO 2X PER <br />WITHIN Sy CF EACH END 1 <br />MANFAGTUEB DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 <br />DOOR JAMB TO BLOCK +1-1/2" "B WINDOW TO BLOCK +1-1 2" <br />SCALE: <br />2X4, ® <br />2X4, ® <br />2X4: <br />SECURE TO BLOCK W/ 4W <br />TAF CONS OR DRIVE PIN <br />SECURE TO BLOCK W/ MI(.' <br />TAPCONS OR DRIVE PIN <br />SECURE TO BLOCK UW' <br />TAPOON9 OR DRIVE PIN <br />(MIN. SHAWL SIZE J45 <br />(MK 6HAW SIZE J45 <br />(MIL '.HANK 912E J45 <br />IN MHEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y 9 <br />MIN. EMBEDMENT I V) <br />MIN EMBEDMENT 1)4') <br />WITHIN 0' OF EACH END 1 <br />WITHIN e' OF EACH END 1 <br />WITHIN 8' OF EACH END 1 <br />IS. O.C. MAX SPACING <br />IS' O.G. MAX SPACING, <br />B' OC. MAX SPACING. <br />2X6, ® <br />SECURE TO BLOCK W/2-V <br />TAPCONS OR DRIVE PM <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 1 SECURED <br />2X6, ® <br />SECURE TO BLOCK Wa_%, <br />TAPCONS OR DRIVE PM <br />NOTE: 97R1CTURAL 2X MUST <br />2X6: <br />SECURE TO BLOCK WA-V4' <br />TAPGON8 OR DRIVE PIN <br />NOTE: 2X 2X MUST <br />BE ON OUT8IDE 1 SECUIEO <br />(MIN. SHRANK SIZE JAB <br />MIN. HEAD SIZE 900 <br />THROUGH NON-STRUCTURAL <br />9(.' TAPGON MIW 1-Y' <br />(MIN. SWANK SIZE J45 <br />MIN. HEAD SIZE 900 <br />BE ON OUTSIDE 1 SECURED <br />7FIR000H NON-STRUCTURAL <br />(MIN. SHAW SIZE J45 <br />MIN. HEAD SIZE 900 <br />THROUGH NON-STRUCTURAL <br />4W TAPCON MR 1-4' <br />MIN. EMBEDMENT I V) <br />EMBEDMENT INTO BLOCK <br />MR , EMBEDMENT 149 <br />%' TAPCON MIN. I-Ya' <br />MIN EMBEDMENT 1 y') <br />E1'MBEDhENT INTO BLOCK <br />WITHIN S' CF EACH END 1 <br />6• C,MI <br />WITHIN S' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 1 <br />IS' O.C. MAX SPACING. <br />v ORTUTALL <br />IS' OL. MAX SPACING. <br />9, GMU <br />IBM Or— MAX SPACING. <br />S' cm <br />K' DRYWALL <br />2X8: ® <br />I'X4' OR 1•x2' P.T. NAILER <br />2X8: ® <br />)$• DRYWALL <br />1)(8: ® <br />SECURE TO BLOCK W/2-3(.' <br />TAPCON9 OR DRIVE PIN <br />36' 088. x 4' MIN. <br />SECURE TO BLOCK. W/2-% <br />TAPCONS OR DRIVE PIN <br />1'X4' OR 1'M' P.T. NAILER <br />SECURE TO BLOCK WA-I/4' <br />TAPCONS OR DRIVE PIN <br />i'X4' OR I'X2' P.T. NAILER <br />N.- OAA, X 4' MN. <br />(MIN. SHAW SIZE 345 <br />DOOR CASING <br />MIN. SHANK SIZE J45 <br />DOOR CASING <br />(MIN. SHANK SIZE J45 <br />MM. HEAD S12E 300 <br />DOOR JMB OR WINDOW <br />MIN. HEAD SUE 300 <br />DOOR JAMB WINDOW <br />MRL HEAD SIZE 300 <br />DOOR CASING <br />MRL EMBEDMENT 1 Y') <br />ATTACH TO 2X PER <br />MINL EMBEDMENT I Ys'1 <br />ATTACH TO 2X PER <br />X <br />MR EMBEDMENT i Y49 <br />DOOR JAMB OR WINDOW <br />WITHIN 0. OF EACH END 1 <br />IS.O.G. MAX SPACING. <br />HANJIFACTUI'.E8 DETAILS. <br />WITHIN B OF EACH END 4 <br />IB' O.C. MAX SPACING. <br />MAN UFACTUIES DETAILS. <br />WITHIN 8 OF EACH END 1 <br />IBM OZ. MAX SPACING. <br />ATTACH TO 2X PER <br />MARFACTUCES DETAILS, <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />SCALE: 1'•1'-0' <br />2X4: tM <br />SECURE TO BLOCK W/ 9W <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.•) <br />WITHIN VOF EACH END 1 <br />IBM 04. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />ISE ON OUTSIDE 1 SECURED <br />(MIN. SHANK SIZE J49 <br />THROUGH NOW -STRUCTURAL <br />MIN. HEAD SIZE 300 <br />4W TAPCCN MR 1-Y.' <br />MR EMBED -ENT I Y.') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8, OF EACH END 1 <br />a• cm <br />B' OC. MAX SPACING. <br />Y.' DRYWALL <br />I' ® <br />M <br />I'X4' OR 170' P.T. NAILER <br />SECURE BLOCK W/2-j(' <br />TAPCONS OR DRIVE PIN <br />1' P.T, X 4• MIN. <br />(MIN. SHANK SIZE J48 <br />DOOR CASING <br />MIN HEAD 912E -ACV <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y.') <br />ATTACH TO 2X PER <br />WITHIN 8n OF EACH END 1 <br />MANFAC1.11 DETAILS. <br />NOTE: $HIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +2 1/4" <br />�Tl WINDOW TO BLOCK +2 1/4' <br />$GALE, V-P-0' <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />SCALE: V-F-0' <br />2X4: CM <br />SECURE TO BLOCK W/ 94' <br />TAPCONS OR DRIVE PIN <br />DIN. SHAW SIZE J45 <br />MRL HEAD SIZE 300 <br />MIN. IN EA I).') <br />a, OF <br />WITHIN e' OF EACH END 1 <br />IBM OL. MAX SPACING <br />NOTE, STRUCTURAL 2X MUST <br />BE ON OUTSIDE 1 SECUREDTH <br />THROUGH NON-STRUCTURAL <br />2X6: ® <br />j(.• TMCGN MNL 1-Y' <br />SECURE BLOCK Wl1-9(.' <br />EMBEDMENT PRO BLOCK <br />TAPCONSM OR DRIVE P <br />IN.SH BHVYTO <br />DIN. K 012E J45 <br />❑ <br />a' CMU <br />MIN, HEAD SIZE 300 <br />Ye' DRYWALL <br />MM. EMBEDMENT I V) <br />WITHIN B' OF EACH END 4 <br />I.".. OR DO' P.T. NAILER <br />W O.C. MAX &PACING <br />2ND 2X SECURE TO <br />2Xa, ® <br />STRUCTURAL MEMBER WK2A2d <br />SEGUE TO BLOCK W/2-:N.' <br />WITHIN 8. OF EACH END t 6• <br />TAPCONS OR DRIVE PIN <br />TO S' Or— MAX <br />DIN. SWANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD 012E 300 <br />JAM DOOR OR WINDOW <br />MIN. EMBEDMENT I A, <br />ATTACH TO 2x PER <br />WITHIN V OF EACH END 1 <br />1 . OL. MAX &PACRNf <br />MANUFACTURESDETAILS. <br />NOTE: SHIM A8 HEEDED TO PLUMB JAB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +3" <br />v_ WINDOW TO BLOCK +3" <br />1 SCALE: I'•I'-0' <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />SCALE: i'•I'-0' <br />2X4: <br />SECURE TO BLOCK WAY,,' <br />TAPCONS OR DRIVE MN <br />(MIN. SHANK 813E J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT 0Y*) <br />WITHIN 8' CF EACH END 1 <br />IBM D.C. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK WA-1/4' <br />TAPCONO OR DRIVE PN <br />NOTE: STRUCTURAL 2X MUST <br />(MN SHANK 912E .145 <br />BE ON OUTSIDE 1 eECURED <br />MIN LEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MR EMBEDMENT I V) <br />V TAPCON MIN. 14V <br />WITHIN S' OF EACH END N <br />EMBEDMENT INTO BLOCK <br />B' OC. MAX ePACINS. <br />e• cm <br />2X8: ® <br />IF DRYWALL <br />SECURE TO BLOCK WA-1/4' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR VX2' P.T. NAILER <br />(MIN. SWANK 812E J45 <br />I' P.T. X 4' MIN. <br />MIN. HEAD SUE 300 <br />DOOR CASING <br />MIN. EMBEDMENT I),,-) <br />WITHIN e' OF EACH END 4 <br />DOJAMB OR WINDOW <br />OR <br />IBM O.C. MAX SPACING. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) <br />DOOR JAMB TO BLOCK +3 3/4" <br />H WINDOW TO BLOCK +3 3 4" <br />SCALE: I'•I'-0' <br />A R C N I T E C T E <br />Gpesi n <br />L44i N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-77441078 <br />www.abtlesigngroup.com <br />AA #F 0003325 <br />w <br />y <br />w <br />i <br />0 <br />y <br />a <br />3Rl <br />L <br />IV. &LOTVERADO <br />OT 45 <br />LK 6 <br />04128.000-04561 <br />1iODZIe <br />4EBB <br />"1828- CALI" <br />OAVA 30 819"NO: <br />RIGHT <br />MONOLITHIC <br />1-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCFffTECT: <br />E <br />10/19/17 <br />1/4"=l'—O"T <br />l <br />