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2X4 TOP I -LATE 7 <br />PER FLR. A <br />KAq__T' <br />COR" ONAD <br />"'ZPRE-FAZ TIMM 01 THM 2 COAT rcmum <br />PoXn.'Va <br />I/2'CLG. BOARD mm OTPIUCTAVAL MM <br />ONMOTLY TO w"10FAVINT <br />MA60NW b* R.T. W <br />ATTACWW TO RLL <br />NOTE: STUDS IN 5' DIA SLEEVE, COLL AS PM <br />PARTITIONS SUPPORTIWx DO NOT CUT PE& <br />1/2' DRYWALL WALL HUNGx PLUM51Ws RE5AR 40-moa <br />FIXTURES AND WALL PIPE WKATWR *Tw <br />CABINET8o $HALL BE NOT ILM Pa. om — <br />LESS THAN 2x4, WHERE BOND BEAM rDO NOT CUT '�_�.KjmvltpmomLm AFFICUW nlY <br />DO= K~.) <br />2X4 WOOD SPACED NOT MORE SOLID C%ROUT THE BOND --------- TRAM ORACKE <br />.A4 ;i To <br />SECURE IST BEAM TO <br />PLATE TO STUDS 024 THAN I(p' OC. OR NOT W/ <br />W, I" LESS THAN 2x6, WHERE (2) COURSE RE5ARS WWO JAM I= OALY OYS"A0 DOM <br />MASONRY pEa YMCAL TRACK BY OTHERS <br />MY MAP. <br />NAIL o 321 Or— SPACED NOT MORE PAOTIMP TO pwm <br />MAX TWAN 2A' nr- <br />SLAIS <br />FIX PLFt <br />(a:)TYP. INT. WALL (NON-BRG.) <br />\1 �' SCALE, 3/4'-1'-0' <br />r2A'VIPE THROUGH BOND BEAM <br />\1 �' SCALE: 3/4'-1'-0' <br />r2B-\GAS LINE THRU BLDCK <br />APP10VAL PEM <br />r3_'�GARAGE DOOR JAMBS <br />SCALE: 11/2'-1'-0' <br />FIBERS-51-AS6 SHINdILES 2X4 SPF 24' OjC. MAX <br />OVER 030 FELT PAPER OR SECURE UY (2)12d NAILS <br />FIBERGLASS SWWxLE8 SYNTHETIC PRODUCT, 0 EA END <br />OVER W FELT PAPER INSTALLED PER SECTION 2. IlL OCKINGS BETWEEN TRUSSES FIBERGLASS SHING-ILE& <br />OVER 030 FELT PAPER OR <br />FIDER53LASO SHINGLES OR SYNTHETIC RW511 ON J' O.S.B. PER STRUCTURAL DETAILS SYNT14ETIC PRIODUCT, <br />OVER SO FELT PAPER PRODUCT, INSTALLED SHEATHING OR J' CDX INSTALLED PER SECTION. <br />OR SYNTHETIC PE SECTICN R00511 PLYWOOD SECURED PER <br />PRODUCT, INSTALLED R RW5.0 ON J'OSJB. <br />PER SECT ON RWDA ON J' O.S.B. 61-EATWM FASTENER SC44EDULE K---4 L STIFFBACK AT ALL UPRIGW SHEATHING OR I'COX <br />ATHING 15/81 G`YP8UM BOA SECURED PER N <br />ON k 0.6a lz� OR j'CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />OR j'CDX PLYWOOD I..,. <br />.4 1/2' HIGH FASTENER SO-EDULE .0. 11 FASTENER SCHEDULE <br />SECURED PER STRENGTH CLG. TYP PRE-ENG WD. TRUSS T MTL. DRIP EDGE <br />FASTENER SCHEDULE IBOARP REFERENCE MTL. DRIP EDGE 2x FASCIA PER <br />k FIER ELEVATION. 'L. STFRUCTURAL 2x FASCIA PER .kPER ELEVATION ELEVATIONS <br />Ir I( ELEVATIONS If ER <br />SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED P <br />PRE-ENG TRUSS INSULATION R-VALUES PRE-EWS TRUSO VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />REFERENCE STRUCTURAL <br />SEE ENEWAY CODE FORMS FOR! PRJ!-EW-% GABI E TRUSS <br />MTL. DRIP EDGE MTL. DRfP EDGE PRE-ENG. GABLE TRUSS INSULATION R-VALUES <br />PER ELEVATION WEEP WFMMED JPER ELEVATION WEEP SCREED <br />2x FASCIA PER TYP. 2x FASCIA PER 'f <br />ELEVATIONS OA ELEVATIONS 2x P.T. SECURED PER BID* GYPSUM BOARD OR 1/2. 2x P.T. SECURED PER <br />R-4J INSULATION HIGH STRENGTH CLG. BOAJRD <br />VENTED SOFFIT VENTED SOFFIT STRUCTURAL DETAILS STRUCTURAL DETAILS <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />R-4.1 INSULATION 1/2' TWICr, 2 COAT <br />REFERENCE Aiii�� . PORTLAND CaMENT <br />WINDOW ATTACHMENT AS PER PLASTER APPLIED <br />STRUCTURAL MANUFACTURES SPECIFICATIONS DIRECTLY TO MASONRY <br />Ix2 P.T. STRUCTURAL <br />STRIPS 24' O.C. <br />1/2' TWIM 2 COAT PORTLAND —bt2 P.T. PURRING <br />STRIPS 0 24' D.C. <br />a, CMU CEMENT PLASTER APPLIED <br />1/2' THICK 2 COAT PORTLAND <br />DIRECTLY TO MASONRY 1/2' TWIM 2 COAT V2'GYP. UIL. SO.- <br />1/2' GYP. UJL. 5D.. PORTLAND CEMENT a, cm <br />CEMENT PLASTER APPLIED WOOD BASE <br />DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />01.0. FIN. FLR.� 0'-V' FIN. FLR. 0--ir Pik rvt'�' L 01-01 FIN. FLR. <br />11 4 <br />a, cm <br />�4. <br />W/ WINDOW OPENING r-\-TYP. WALL SECTION TYP. WALL SECTION <br />\,f �NO OP�ENIWG �N�QM- NO OPENING-1 <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4112, A <br />/`�41-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM (1)1-STORY GABLE BLOCK WALL <br />\lpV SCALE, N4'-I'-V 15 REQUIRED. FOR ROOF SLOPES \lQV SCALE, 3/4*-I'-V' <br />OF 4.12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11 <br />ASTMI D 4496 J TYPE IV, OR ASTM <br />6151 <br />F'A k G N I T I C T 814 <br />G r WDesign <br />ou I rrL=,, <br />Li;i4iv_ZTojF'L 3-275,0--,-, <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />DRAFTING BY: <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33%834 <br />PH: 813486­2628 <br />0234LVD <br />FAX: 8134886­28 j <br />_70- <br />P'NUIDDIV. de mmmo!'ll <br />SILVERADO <br />LOT #23 <br />BLK #10 <br />PROJZCT# <br />03719.000-23101 <br />MODEL. <br />2795- F <br />GAMAGE STrING: <br />RIGHT <br />PAGE, <br />DETAILS <br />150 MPH EXP. Bol <br />mwo"Ill <br />F-PIUNT 10/30 20 <br />DATZ: <br />DCAXX: 1/4"=l'-0" <br />SIMET <br />DI <br />L <br />