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2X4 TOP PML 7 PA R C N I T I C T <br />MR ELIL 6 <br />0016M OPAD <br />Z PRE-FAIS TRIOS vil <br />FORTIAND cm-aw <br />PLASTM APKED <br />offlemy 10 <br />2.6 P.T. UV <br />ATT— — TO FILL Dal n <br />NOTE: STUDS IN 5' DIA. SLEEVE, ZIIIXA� - - - - -- - - - - - <br />1/2' ORTVALL PARTITIONS SUPPORTING DO NOT CUT WAL =a" 0 poa <br />Z WALL HUNG PLUMBING REBAR SAOCIIN Iwo 1"I N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL PIPE MATWIR ~ LONGWOOD, FL 32750 <br />CABINET$ SHALL BE NOT A I <br />,W, PH: 407-774-6078 <br />LESS T14AN 2x4, WHERE BOND BEAM 0 NOT CUT DOM MAMP.) FAX: 407-774-4078 <br />SPACED NOT MORE SOLID GROUT THE 50NO -------- www.abdoW group.com <br />2X4 WOOD GYP. gn Im <br />6BOURE IST. W/ (1)- 45 BEAM PASTENOD TO AA M 00 <br />i aDmi n <br />STUD& *24' THAN W OZ. OR, NOT <br />I -LATE TO GLAD (2) COURSE REBARS, OAL.Y. <br />0 Wd tZA� OZ. LESS THAN 2xro, UA4EF!r= APPVWV& PWQ ovElow-W DOOR <br />NAIL * 32' Or— AFPPOVAL RM V1111trICAL TWACK <br />By K*p. by OTHM <br />MAX SPACED NOT MOIRE FAWnI1*V TO floom IF DRAFTING 13Y-. <br />,THAN 24- OZ. TMACK OMACKM A.B. DESIGN GROUP <br />av FwaouCT DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />o'.0. SUITE io" <br />FIN. PLw- TAMPA, FLORIDA 3MU <br />GARA PH: 813-886-2028 <br />/'�2�APIPE THROUGH BOND BEAM r2B\GAS LINE THRU BLOCK r3 GE DOOR JAMBS FAX: 813496-2802 <br />(I \1�1 SCALEt 3/4*-1'-0' SCALE: 1 1/2'-I'-C' 1110 <br />)TYP. INT. WALL (NON-BRG.) F, <br />SCALE, 3/4'.P-0' <br />FIDER03LASS, SHWGLE6 2X4 W 24' O.C. MAX— <br />OYER 030 FELT PAPER OR 1--*�—eECLIRE tLV (2)12d NAILS <br />FIEIER33LASS SWINGLE6 SYNTHETIC PRIDDLICT, EA END <br />OVER -30 FELT PAPER INSTALLED PER SECTION 2x 15LOOKIWo BETWEEN TRUSSED FIDERS3LASS, SHINGLES <br />P115ERSLA$6 614WxLE6 OVER W FELT PAPER OR <br />OR SYNTHETIC RWb1I ON J' O.$J5. PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, <br />OVER OW FELT PAPER PRODUCT, INSTALLED SHEATHING OR I' COX INSTALLED PER SECTION <br />OR SYNTHETIC PER SECTION Rw5.Ij PLYWOOD SECLIRED PER <br />PRODUCT, NSTALLED <br />PER SECTION RWb.LI ON J- O.SJ5. WEATHIN5. FASTENER SCHEDULE Rwb.13 ON 4, O.SJ5. <br />STIFFMACK AT ALL UPRIG*4 SHEATHING OR I' COX <br />ON J- O.S& SHIEATHIW� OR J, COX PLYWOOD PER STPWCTURAL DETAILS PLYWOOD SECURED PER <br />DID' CxYP$UM 150ARD SECLMD PER K FASTENER SCHIIEDULE <br />OR J* WX PLYWOOD .4 1/2' HIGH FASTENER SCHEDULE -ENGx WD. T TYP. MTL. DRIP EDGE Eris <br />FASTENER SCHEDULE BOARD MTL OA <br />SECURED PER 9TREWSTH CL& T <br />14, PFR FL-- ------- - PREFERENCE 1. ffiAA/wVffiA/, .4,PER ELEVATION 2x FAbCIA PER <br />y F— STRUCTURAL 2x ELEVATIONS .......... IF ELEVATIONS <br />PRE-EWA TFWW SEE ENEWSY CODE POWS CONT. 2x RAT I" efr-UPSO PER <br />INSULATION R-VALLIES PRE-Ews Traft VENTED $OFFIT STRJCTLIRAL DETAILS VENTED SOFFIT <br />MTL. DRIP EDGE 1IMPERENCE STFW--TURAL Pft -EW-L GABLE TPWW SEE ENERSY C=4DDE FORMS FOR PRE-EWs. GABLE TRIM <br />MTL. DRIP EC4rxE INSULATION R-VALUE6 <br />,kPER ELEVATION WEEP SCREED J'PER ELEVATION ILEEP WREED <br />2x FASCIA PER Tyr. 2x FASCIA PER <br />ELEVATIONS O.H. ELEVATION& 2x P.T. SECURED PER 5/6'GYP&JM BOARD OR 1/2* 2x P.T. SECURED PER <br />VENTED SOFFIT R-4.1 HOULATIOMN VENTED SOFFIT STRUCTURAL DETAILS HIGW STRENGST14 CL& IBOARD STRUCTURAL DETAILS <br />WINDOW ATTAC44MENT <br />AS PER MANLIPACTURES <br />SPECIFICATIONS <br />R-4.1 INSULATION 1/2' TWICr, 2 COAT <br />REFERENCE WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />STFLICTURAL MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />IX2 P.T. FURRM <br />STRUCTURAL <br />.., .z STRIPS - 24- OC. <br />z z z <br />1/2' THIM 2 COAT PORTLAND <br />bt2 P.T. FURRWG <br />Z z <br />CAMENT PLASTER APPLIED <br />STRIPS * 241 O.C. <br />1/2' TWIM 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' TWICIr, 2 COAT <br />V2'CsYP. WL. 00. <br />a, cm <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. W <br />PORTLAND CEMENT <br />Z,:- T <br />WOOD DAM <br />DIRECTLY TO MASONRY <br />WO== 06AOWE <br />PLASTER APPILIED <br />DIFIECTLY TO MASONRY <br />FIR FLR.� <br />ff-0' FIN. PLFIL <br />0-0- FIN. FLRd� <br />�F4 0'-0'FItL rLR- <br />y <br />a, cm <br />4 <br />r.%Wl <br />WINDOW OPENING <br />/-.--,,TYP. WAU SECTION <br />TYP. WALL SECTION <br />le <br />�NOOIP�ENIWG �N� <br />QM- <br />�NO OP�ENIWG <br />PER SECTION W5.1.1 FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4-.12 A <br />"V <br />summ a. L.0 <br />SILVERADO <br />LOT #25 <br />BLK #10 <br />P <br />ROJMCT# <br />03719.000-25101 <br />MOIDZU <br />2795-D <br />GARAGE INWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />I <br />(:E)1-STORY HIP BLOCK WALL (2) LAYER LNDERLAYMENT SYSTEM /,`�51-STQRY GABLE BLOCK WALL f -4RCHITE <br />SCALE, 3/4'-I'-V' 16 REQUIRED. FOR ROOF SLOPES SC A E, 3/4'-]'-V' <br />C7, <br />uOiRID1 <br />OF 4.12 OR GREATER (1) LAYER <br />UISIDERLAYMENT 15 PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM 0 496S TYPE IV, OR ASTM 0 <br />A, <br />NO <br />I"pam" 7/28/20 -1 <br />DATW <br />8CALM 1/4"=l'-O" <br />almwr <br />D1 <br />