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2X4 TOP PLATE . <br />PER FL <br />FRS-FAB TRAS <br />VJ' TAG(. 7 rGAi <br />resew etAo <br />1' fX'Y Mi <br />1/2' CLG BOARD <br />I® <br />etwicnI NAL row <br />P!N'OwCQlfr <br />DIIIEG y T) <br />r1Asow <br />2x6 I.J. LLD <br />T TUDS IN <br />mLArJ4WLeo P� <br />PARTITIONS SUPPORTING <br />Awoe VALPUM <br />14' <br />WALL HUNG PLUMBING <br />AND SNAL <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />A SLEEVE <br />oo INOT CUT <br />LW <br />S�Ae�"P" <br />,wAT" MSTW <br />efollLoM ALL <br />LESS THAN 2x4, WHERE <br />�� <br />: r PVC wave FM GMLbK <br />Aww+o (Br <br />SECURE <br />2x4 WOOD <br />SPACED NOT MORE <br />earo SEAM NOT CUT <br />» <br />Fwoao <br />PLATE TOO SLAB <br />STUDS 024' <br />THAN 16' O.C. OR, NOT <br />SOLO SR= THE Sono <br />soon SANS <br />.r <br />w/ I0o1 MASONRY <br />OC• <br />LESS THAN 2x6, WHERE <br />uv n>- s _ <br />(2) COURSE RESARS <br />:. <br />Isn �*Ic.L'�*wi« <br />am <br />°O'a` <br />er o7mm <br />NAIL s 32' oc <br />SPACED NOT MORE <br />... .. <br />re <br />■ <br />MAX <br />THAN 24' O.C. <br />w roacwT woos <br />. SLAB <br />APP WAL IM& <br />V-0 <br />2A PIPE THROUGH BOND BEAM <br />- <br />PIN. FLR <br />SCALE. 3/4'-I'-V- <br />GARAGE DOOR <br />JAMBS <br />26 GAS LINE THRU BLOCK <br />3 <br />D1 OrALE:11/2'-V-0' <br />\ZV""' "' <br />TYP. INT. <br />WALL NON-BRG. <br />D1 SCALE. 3/4'-P-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.I1 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FA6TENER <br />SCHEDULE <br />PRE-ENG TRUSS-/ <br />MTL. DRIP EDGE <br />2x FASCIA PER I -m <br />TYP <br />ELEVATIONS OA <br />OJa, <br />VENTED SOFFIT <br />I � <br />1/3' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8, GYPSUM 84 <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURE& <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' OG. <br />$' CMU <br />1/2' GYP. WL. BID. - <br />WOOD BASE - <br />0'-0' FIN. FLR_ _ <br />a . <br />v. <br />A• <br />n W/ WINDOW OPENING <br />V <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 90511. <br />ROOF SHEATHINGN <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION$ <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE i-I6 IN <br />+r ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.1.3 <br />AND 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE. 3/4'.P-o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTT'I D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 8PF 24' O.G. MAX. ----,_WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER FBCR 905JJ. <br />AS PER FBCR 905.1.1 • EA. END ROOF SHEATHING <br />ROOF SHEATHING THICOOM" AS PER <br />2x BLOCKING BETWEEN TRUSSER THICKNE88 AS PER PER STRUCTURALSHEET SNL DETAILS SECURED PER <br />SHEET SSECUREDSC14E PER FASTENER 8CHEDULE <br />FASTENTENSCHE ER DULE <br />STIFBAGK AT ALL UPR*WTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAx '—�-�+ WD" TRUSS Ax. 2x FASCIA PER <br />ELEVATIONS o. ELEVATIONS <br />VENTED SOFFIT Nevi <br />PER ELEVATION / VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER / <br />THICKNESS AS PER STRUCTURAL DETAILS .// U14LL SHEATHING <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION It -VALUES SHEET SNI. SECURE PER <br />ON SHEET &JI PER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS 5/W GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />WEEP $GREED HIGH STRENGTH CLG. BG <br />BOARD PRE -ENS. ABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />qT—WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPEGIFIGATIONO <br />1/2' THICK, 2 COAT-L_ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. FLR <br />• a . <br />S'Cm a . <br />tl. <br />4: <br />STRUCTURAL <br />Ix2 P.T. PURRING - <br />STRIPS a 24' O.C. <br />In, GYP. WL. BO.- <br />WOOD BASE — <br />Cm <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.1.3 <br />AND 16095.1, <br />W/ WINDOW OPENING TYP. WALL SECTION <br />OPG <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SC-4I E. 9/4 .r-o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 'ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdeskpgroupxom <br />AA A: 0003325 <br />o <br />avansv ae YA1! <br />ABBOTT PARK <br />LOT #11 BLK. #12 <br />PHASE: 4C <br />P1toamTM <br />4 81.04C-1112 <br />MOD3L' <br />4EHB <br />"2605-HAYDEN" <br />OAitAOa 81►II00: <br />LEFT <br />PAOB: <br />DETAILS <br />160 MPH . C <br />DA 12/7/21 <br />aCA=: 1/4"=1'-0" <br />aHZw <br />D1 <br />