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FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON <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 />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD <br />CONSTRUCtIOf <br />F- I • <br />iEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR J' HIG <br />TRENGTH CLG. BOARD <br />:ONG. FILLED LINTEL BLK W/ <br />1) 05 REBAR CONTINUOUS <br />'RECAST LINTEL <br />'EE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />IINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 45 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4' = I'-O' <br />1/16' OBB. OR }' CDX <br />-TYVEK BUILDING WRAP <br />-FORTIFIBER BLDG PAF <br />-GALv'D MTL. LATH <br />-1/8' TEXTURED <br />FINISH ® WOOD <br />-la' TO W MID WALL <br />WEEP SCREED <br />Z li <br /><i J <br />S' CMU <br />5/8' TEXTURED <br />FINISH 9 MASONRY <br />WEEP SCREED <br />DETAIL C WOOD TO <br />2 L UV nA l.UININ. <br />SCALE: 1 1/2'= I'-0' <br />a' cm <br />Y' DRYWALL <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR R9052.1 ON Z' <br />O.S.B. SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBAGK AT ALL UPRIGHTS <br />OVER 4'-10' HIGH (SEE <br />SEALED ENG. FOR SIZE 4 <br />CONDITION.) <br />I6 O.S.B. SHEATHING OR }' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />1/&' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIF15ER <br />JUM50TEX GRADE 'D' PAPER <br />OVER TYVEK BUILDING WRAP <br />(REFER TO STUCCO SPECS <br />FOR COMPLETE INFORMATION) <br />WEEP SCREED <br />(SEE DETAIL 2) <br />SECURE GABLE TO 2x6 P.T. <br />PLATE W/ 12d's 8' O.C. MAX <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BR< <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />m" W/ (2) 12d's B EACH TRUSS <br />rYP. TO BE INSTALLED e MID. <br />o. <br />POINT OF TRUSS SPAN, OR <br />10'-0' O.C. MAX. <br />SECURE 2x6 PT. PLATE TO <br />I) <br />BLK W/ J'x9' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />__ <br />HIGH STRENGTH EPDXY 1' <br />1 <br />EMBED. MIN. 0 32' OC MAX. <br />— <br />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />DIRECTLY TO MASONRY <br />L <br />m� <br />0 <br />1'X4' OR I'X2' P.T. NAILER <br />Ix4 PT. OR % -X4'MN. SECURE <br />❑ <br />THRU FRAME /EXTENTEND I-Y.' <br />INTO <br />INTO BLOCK W/ ar.' TAPCONS <br />OR DRIVE PM <br />(INK SHANK SIZE .145 <br />MM. HEAD SIZE 380 <br />MIN. EMBEDMENT 1-Y' <br />WITHIN 8' 6 EACH END 1 IS- <br />O.C. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: 514 M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />Un1 WINDOW TO BLOCK +3/4 OR +5/4 <br />t1 <br />SCALE: 1'.I'-0' <br />2X4: CM <br />SECURE TO BLOCK W/ V <br />TAPC/ONS OR DRIVE PIN <br />(MIK SHANK 812E J45 <br />MIN. HEAD SIZE WO <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 1 <br />IS- O.C_ MAX SPACING. <br />2X8: CM <br />SECURE TO BLOCK WP <br />SECURETAIPGOTO <br />N <br />DRIVE PM <br />(MIN. SHANK SIZE J45 <br />a <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.'1 <br />WITHIN e' OF EACH END 4 <br />18' OC. MAX SPACING. <br />8, CI'lll <br />2x8: ® <br />h DRYWALL <br />SECS TO BLOCK W/2-%' <br />TAPCONS OR DRIVE PIN <br />I'XI'X4' OR 2' P.T. NAILER <br />4 <br />(MIN. SWANK SIZE J45 <br />DOOR CA51N's <br />MM. READ 912E 300 <br />DOOR JAMB OR WINDOW <br />MM. EMBEDMENT I Y.') <br />ATTACH TO 2X PER <br />WRHM 8' CF EACH END 1 <br />1. O.C_ MAX BPACW.. <br />MANNFACTUREB DETAILS.1 <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK WINDOW+1"-1/2 " <br />TO BLOCK +1-1/2" <br />SCALE: I'. F-0' <br />1—STORY GABLE <br />BLOCK WALL <br />Uri 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 />GONG. FILLED LINTEL BLK t <br />(1) *5 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 />a 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />2x4: CM <br />SECURE TO BLOCK W/'L' <br />TAPCCNS OR DRIVE PIN <br />(MIN. SHANK SITE .145 <br />MM. HEAD SIZE 380 <br />MIN EMBEDMENT I Y.) <br />WITHIN 8' OF EACH END 1 <br />IS- OL. MAX SPACIW- <br />SECURE <br />SECURE TO BLOCK WPIN <br />TAPCONS OR DR PIN <br />NOTE: STIHIGTURAL 2X MUST <br />BE ON dUT81DE /SECURED <br />4 <br />(MIN. SHANK SIZE .145 <br />THROUGH NON-ST(d1CTURAL <br />MIN. HEAD SIZE 300 <br />%' TAPCON MIN. I-Y' <br />MR EMBEDMENT 119 <br />EMBEDMENTINTO BLOCK <br />WTHIN e' CP EACH END 1 <br />8, CM <br />MAX SP%INKx <br />J5• DRYWALL <br />2X8: ® <br />I'X4. OR I'X2' P.T. NAILER <br />SECUR' TO BLOCK W/2_%. <br />iAFCGNB OR DRIVE PIN <br />7(�' OSJS. X 4' MIN <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I V) <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END H <br />B' O.G. MAX SPAGMCx <br />MANUFACTURES DETAILS. <br />NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />C) SCALE: I'.1'_e• <br />2X4: cm <br />SECURE TO BLOCK W/ 9( <br />TAPCONS OR DRIVE PM <br />(MIN SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.') <br />WITHIN 8- CF EACH END 1 <br />B' D.C. MAX SPACING. <br />2xb: CEM <br />SECURE TO BLOCK W/U-)W <br />NOTE• 5TRIIC7URAL 2X MUST <br />TAPCONS OR DRIVE PIN <br />BE ON OUTSIDE 1 SECURED <br />(MIN. SWANK_ SIZE J45 <br />THROUGH NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />9(' TAPCON MIN. I-Y.' <br />MIK EMBEDMENT IY') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />8. CMU <br />10' OL. MAX SPACING. <br />Y• DRYWALL <br />2XB: ® <br />SECURE TO BLOCK W/2.% <br />I•X4' OR I'X2' P.T. NAILER <br />TAPO" OR DR11 PM <br />I' P.T. X 4' MM. <br />(MIN. SWUM, SIZE J45 <br />DOOR CASING <br />MIK HEAD SIZE -00 <br />DOOR JA'1B OR WINDOW <br />MIK EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN H 8' OF EACEND 1 <br />18, OL. MAX SPACING. <br />M.A.. DETAILS, <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )'4') <br />DOOR JAMB TO BLOCK +2 1/4" <br />WINDOW TO BLOCK +2 1/4" <br />SCALE: V-U-0- <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />OVER a30 FELT PAPER <br />TRUSSES WHERE 'X' BRACING <br />INSTALLED PER FBCR <br />IS PRESENT <br />R905.2.1 ON a' O.S.B. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d's o EACH TRUSS <br />2x4 OR 2x6 SUB -BAND m. <br />TO BE INSTALLED 51 MID. POINT OF <br />PER ELEVATIONS TYF_ <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />VENTED ALUM. SOFFIT o.H- <br />SEE ENERGY CODE FORMS <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />UPRIGHTS OVER 4'-10' <br />a' GYPSUM BOARD OR <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />FOR SIZE 4 CONDITION.) <br />BOARD <br />I, O.S.B. SHEATHING OR <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 s 24' O.C. o INTERIOR <br />ON SHEET D5 <br />KNEE WALL <br />1/8' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(I) 05 REBAR CONTINUOUS <br />OVER EXPANDED GALv'D <br />METAL LATH ON FORTIFIBER <br />PRECAST LINTEL <br />JUM50TEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />STUCCO SPECS FOR <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />WEEP SCREED <br />(1) 05 REBAR VERTICALLY <br />(SEE DETAIL 2) <br />W/ CONC. POURED CELL <br />SECURE GABLE TO 2x6 P.T. <br />I x2 P.T. FURRING STRIPS <br />PLATE W/ 12d's 8' O.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ %'x9' ANCHOR BOLT <br />8' CMU <br />W/ 2' WASHER SET IN SIMPSON <br />GYP. WL. BD. <br />HIGH STRENGTH EPDXY 1' <br />WOOD BASE <br />EMBED. MIN. -a 32' OC MAX. <br />V THICK, 3 COAT <br />PORTLAND CEMENT <br />f , <br />PLASTER APPLIED 1 <br />DIRECTLY TO MASONRY o <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />UBLOCK WALL <br />SCALE: 3/4'=I'-0' <br />2X4: <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE A46 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I V) <br />WITHIN 8- OF EACH END / <br />IS- D.C. MAX SPACING. <br />2X6: CM <br />SECURE TO BLOCK W/2-%' <br />TAPCON8 OR DRWE PIN <br />NOTE: STRUCTURAL 2X MUST <br />(MIN. SHANK SIZE 145 <br />BE ON OUTSIDE 1 SECURED <br />MIN. HEAD SIZE 300 <br />THRCYaH NON-STRUCTURAL <br />MIN. EMBEDMENT I Y') <br />' TAPGON MN. I-Y' <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />IS' O.C. MAX SPACING. <br />a, cm <br />2Xa: ® <br />H' DRYWALL <br />SECURE TO BLOCK WPIN <br />T OR DRIVE PIN <br />I'X4' OR I'X2' P.T. NAILER <br />IN, SHANK <br />(MIN, aHANK 812E .145 <br />DOOR CASING <br />MM. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I ') <br />gTTACH TO 2X PER <br />WITHIN a' OF EACH END 1 <br />IS' OL. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />L SCALE: I'.I'_0• <br />2X4: <br />SECURE TO BLOCK W/ j( <br />O <br />TAPCO45 R DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN EMBEDMENT I YN <br />I8' S' OLHIN 8' OF EACH EEND 1 <br />. MAX SPACMCc <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 1 SECURED <br />THROUGHH NON-81RJCTU24L <br />2X8: ® <br />)W TAPCCN MIN. I-V <br />SECURE TO BLOCK W/U-%' <br />EMBEDMENT INTO BLOCK <br />TAPCONS Oe DRvE PIN <br />(MIN SHAl, 812E .HS <br />❑ <br />8 Q"A/ <br />MM. HEAD 812E 1l00 <br />K' DRYWALL <br />MIN. EMBEDMENT I Y') <br />WITHIN a' OF EACH END 1 <br />I'X4' OR I'X2' P.T. NAILER <br />18' OC. MAX SPACING. <br />2ND 2X SECURE To <br />2X8 ® <br />STRUCTURAL MEMBER .211: <br />SECURE TO BLOCK W/2-%' <br />WITHIN 8' OF EACH END 1 6' <br />TAPCONO S R DRIVE PIN <br />TO 8' OC. MAX <br />(MIN. SHAIG SIZE J45 <br />DOOR CASING <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIK EMBEDMENT IV) <br />ATTACH TO 2X PER <br />WITHIN by OF EACH END 1 <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),,') <br />DOOR JAMB TO BLOCK +T <br />F WINDOW TO BLOCK +T <br />SCALE: I••I'-0' <br />NOTE: <br />PER FBCR 9052.1 - 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 />II, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />2X4, <br />SECURE TO BLOCK WAi• <br />TAPOONS OR DRIVE PIN <br />(MIN. SHANK SIZE 145 <br />MIN HEAD SIZE _W0 <br />MIN EMBEDMENT I ') <br />WITHIN 8. OF EACH END 1 <br />10' O.C. MAX SPACING. <br />2X8: ® <br />SECURE 70 BLOCK UN-V4' <br />NOTE: STRUCTURAL 2X MUST <br />OR DRIVE PIN <br />BE ON OUTSIDE 1 SECURED <br />(MIKTAPSWANK <br />(MIN. SHANK 812E J45 <br />THROUGH NON-STRUCTURAL <br />MIN. READ 917E 300 <br />){.' TAFCON MIN I-Y.' <br />MIK EMBEDMENT I Y.•) <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END 4 <br />10' OC. MAX SPACING. <br />�� <br />a- CMU <br />U: <br />2Xa: ® <br />K' DRYWALL <br />SECURE TO BLOCK WA-1/4. <br />I'X4' OR I'X2' P.T. NAILER <br />TAPCCNS OR DRIVE PIN <br />k' OSJS. X 4' MIN. <br />(MIN. SHANK SIZE .145 <br />MIN HEAD SIZE 300 <br />DOOR CASING <br />MIN EMBEDMENT I Y.') <br />DOOR JAMB OR WINDOW <br />WITHIN 8' OF EACH END* <br />IS, CC, MAX SPACING. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <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 WAS <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIN HEAD SIZE -A" <br />MIN ErlewmNT I Yi) <br />WITHIN 8' OF EACH END / <br />18' D.C. MAX SPACING. <br />2xb: CEO <br />SECURE TO BLOCK WA-V4' <br />TAP'C," OR DRItiE PM <br />NOTE, 9TRUUCT. 2X MUST <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 1 SECURED <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT I Y) <br />%' TAPCON MIN. I-Y- <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />IB' O.G. MAX SPACING. <br />8, CMU <br />2X8, ® <br />DRY <br />1S WALL <br />SECURE TO BLOCK WA-1/4' <br />TAPCONS OR DRIVE PIN <br />I'X4. OR 1-* P.T. NAILER <br />(MIN. SWANK SIZE J45 <br />I' P.T. X 4- MIK <br />MIK HEAD SIZE 300 <br />DOOR CASING <br />MIK EMBEDMENT I Y4') <br />WITHM 8. 6 EACH END H <br />DOOR JAMB OR WINDOW <br />IB' OL. MAX SPACING. <br />ATTACH TO 2X PER <br />MAUFALTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.-) <br />DOOR JAMB TO BLOCK <br />+3 3/4" <br />ruZ WINDOW TO BLOCK <br />+3 3/4" <br />SCALE: I'•Y-0- <br />A R C N I T E C T i <br />6 <br />Design <br />Groulrn�. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX: 407-7744078 <br />www.abde igngroup.com <br />AA N: 0003325 <br />w <br />y <br />e <br />0 <br />0 <br />0 <br />cp <br />0 <br />U <br />e <br />auumv. ae LOT <br />SILVERADO <br />LOT 2 <br />BLK 2 <br />Fmoi =T# <br />04128.000-02002 <br />moDll i <br />4EGB <br />"GALEN" <br />GARAGE 81WING: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCF ECT: <br />STATE OF FtOPoDA <br />w, <br />UT <br />DATM 10/24/16 <br />B*xmw <br />Ili`3 <br />