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2X4 TOP PLATE <br />..7Z �X:' .19 <br />- 1 1/2ff C"RYWALL <br />SECI BT. — <br />PLATE TO SLAS <br />W1 10d MASONRY <br />NAIL 0 32'Or- <br />MAX <br />PRE-FAI5 TRU" <br />2X4 WOOD <br />STUDS *24' <br />Oa <br />SLAM <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTIWx <br />WALL HUWx PLUl"15IWs <br />FIXTURES AND WALL <br />CA51NETS 514ALL BE NOT <br />LESS THAN 2x4, WI -ERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />FIN. N.M. T <br />(a)TYP. INT. WALL (NON-BRG.) <br />1\2 �' WALE. <br />FIBERGLASS SHINGLES <br />OVER "50 FELT PAPER <br />OR 6YNT14ETIC <br />PRODUCT, INSTALLED <br />PER SECTION IRSM1.1 <br />ON J' OAJ5. SHEATHING. <br />OR 11 COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND--/--- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />&-c- riN. rutl <br />vv <br />I,& <br />TYP. <br />OJ-4. <br />ble. GYPSUM am <br />OR 1/2' WIG44 <br />STRENGTH CLG. <br />BOARD <br />UIA. IVILr-r-ym, <br />0 NOT CUT <br />BOND BEAM <br />SOLID GROUl <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE 50NO <br />BEAM <br />RE5ARS <br />(-2A'\PIPE THROUGH BOND BEAM <br />\12V SCALE: 3/4'-1'-0* <br />ENERSay WOE FORMS <br />.ATION R-VALUIES <br />NENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACWMIENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRIWG - <br />STRIPS * 241 Or- <br />W Cmu- <br />1/2, GYP. UJL- 150, <br />WOOD BASE — <br />FIBEIIIISLASS SHINGLES <br />OVER -10 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWSJJ <br />ON J'O.S.B. SHEATHING <br />OR 1, CDX PLYWOOD <br />SEC40WO PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TFwS8 <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION6 <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V' 01- 2 PIN. FLR. <br />4. <br />TYP. WALL SECTION <br />'e �NO OP�ENIW. <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />/'-4-"�l-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />�_D �l SCALE. 3/4'-]'.d)' 15 REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT 18 PERMITTED BUT <br />MUST BE PER ASTM D22rp TYPE 11, <br />ASTM D 406S TYPE iv, OR ASTM D <br />6151 <br />r2-B"\GAS LINE THRU BLOCK <br />\J-)v <br />FIBERGLASS SHINGLES <br />OVER -W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWb . LI ON Ik O.S.B. <br />SHEATWINd. OR I' COX <br />PLYUKXX;k SECURED PER <br />FASTENER SCHEDULE <br />I..,. <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATI" <br />VENTED SOFFIT <br />PRIE-ENG. GABLE TRUSS <br />WEEP SCREEP <br />2x P.T. SECURED PER <br />STRJICTURAL DETAILS <br />1/2' TWICIC, 2 COAT-J-- <br />PORTLAND CEMENT <br />PLASTER APIPLIEo <br />DIRECTLY TO MASONRY <br />0'-0'FlN. FLRL <br />a, Cm <br />�VWI�NDOW OPENING TYR WALL SECTION <br />NO OPENIWx <br />loll' THM 2 COAT - <br />PCIMANO COMWr <br />PLAWMt APft'lo <br />D"Nomy TO <br />eww"tr <br />COPPM MRAP <br />rcmal <br />wmcnp" FOR <br />pecocamew <br />bw R.T. WD <br />ATTACM110 TO PLL <br />CIIII.I. AS FM <br />ArriwVAL mm <br />WALAW 4 <br />rg'-� GARAGE DOOR JAMBS <br />\11?� SCALE: 1 1/2*.I'-V' <br />2X4 SIFF 24' OZ. MAX <br />E0JRlE LLV (2)12ci NAILS <br />0 EA. END <br />2x BLOCKING BETWEEN TRAMS FIBERGLASS SHINGLES <br />PER 6TRJICTURAL DETAILS OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />6TIFFSACK AT ALL UPR*I4 Rwb . li ON J, 0.6s. <br />SHEATHING OR J* COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />I..,. FASTENER SCHEDULE <br />PRE-ENG Wo. TRJw TYP * MTL. DRJP EDGE <br />�,PER ELEVATION OJ4. 2x FASCIA PER <br />If ELEVATION$ <br />COW. 2x RAT RUN SECURED P <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE PH,. GA15LE TRUSS <br />ER� <br />JNSUL,ATfO R-VALUIES -REED <br />J'PENR ELEVATION WEEP SOC <br />b/O'GYfVJ,l 50ARD OR 14* 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD 6TPUCTURAL DETAILS <br />R-4.1 INSULATION 1,2' THICK 2 COAT <br />WINDOW ATTAC44MENIT AS PIE'. PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />STRUCTURAL <br />Ix2 P.T. FURRING lu, L. HI/ <br />STRIPS o 241 or- <br />1/2, GYP. WL. 150 <br />WOOD BASE N A <br />t/�51-STORY GABLE BLOCK WALL <br />�IQV &CA'E, 3/4'-1'-10* <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA 111: 0003325, A <br />lilITITL) <br />m <br />� <br />0 <br />L <br />SILVERADO <br />LOT #3 <br />BLK #1 <br />PROJMCT# <br />04128.002-03011 <br />MODEla <br />4EBB <br />"1828-CALI" <br />GAP-111.031 8111111MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EA Bf <br />DEC <br />F-ppturr .9 <br />DATE. 12/01/20 <br />a --A=: 1/4"=l'-0" <br />8*1m= <br />111'.. D I <br />