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2X4 TOP PLATE <br />CaROIe BRAD <br />PRE -FAD 1RUSa w• THM coAt �' cm Ow <br />I/2' CI -a BOARD ��T� MRlc1LRAl.PLAIroR <br />DIIomy 10 RlN'OIC@'@R <br />K#AQNW 2xi P.T. W <br />ATTAC2-W 70 /9L1 <br />NOTE: STUDS IN 5' DIA. SLEEVE, CKL"FM <br />PARTITIONS SUPPORTING DO NOT CUT n� PM <br />IO' DRYWALL WALL HUNG PLUMSINCs RESAR naMAL eW.ANT 4 <br />FIXTURES AND WALL 31 .Aaae ROD 1441 N. RONALD REAGAN BLVD, <br />11eA»!� STRIr LONG WOOD, FL 32750 <br />CA$INETS SHALL BE NOT PIPE w - PH: 407.774607, <br />LESS THAN 2x4, WHEN BOND SEAM ON OT GUT irrc.:BRv.:a.wus Doaewwv FAX:407.774407a <br />SOLID GROUT THE BOWD 'BR n�eAac x�Raavns -- www.abdosigngroup.com <br />NOT MORE ®D. <br />SECURE DT. 2X4 WOOD W/ (1)- 45 5EAM P'�""® TO AA #: 0003325 <br />STUDS rla• THAN I6' O.G. OR, NOT _ moeD.,.As wcoD.,.w.hR <br />ATE TO BEAD On (2) COURSE RESARS wom JAMS auv. sT� oBR�AD Dar71e <br />IW IOd MASONRY LESS THAN 2x6, WHERE <br />NAIL • 32' Or -SPACED NOT MORE <br />MAX THAN 24' O.G. <br />__ <br />' :' <br />' <br />Ar"NOVAL R3Q VIR ICAL 7VAcx <br />or <br />r TO <br />ACoDix°° Rocrl <br />By OTMM <br />SLAB-'•'.' <br />Arnavu BRo. <br />FM. FLR <br />2A PIPE THROUGH BOND BEAM <br />2g GAS LINE MU BLACK <br />3 GARAGE DOOR JAMBS <br />1 TYP. INT. WALL NON—BRG. <br />D7 SCALE: 11/2'"1'-0' <br />D1 SC-1'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.LL <br />ROOF "ATHM <br />2X4 SPF 24' O.C. MAX <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9DS.1.1. <br />ROOF SHEATHINIG <br />TWIC0ESS AS PER <br />SHEET SNL <br />NON <br />z <br />o <br />a <br />FIBERGLASS SHINGLES <br />WITH UVDERLYMENT A <br />AS PER FOCR 90a.1.1. <br />THICKNESS AS R <br />SHEET SSECURED PER <br />PER STRUCTURAL DETAILS <br />SECURED PER <br />OMON <br />AS PER FBCR 9®S.LL <br />ROOF SHEATHING <br />THICKNESS AS PER <br />FASTETE NER SCHEDULE <br />FASTENER SCHEDULE <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SECUREDLPER <br />ALL <br />SHEET SNI. SECURED <br />/a' GYPSUM BOARD <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />TU DETAILS <br />PER eTRUGTURAL DETAILS <br />PER STRUCTURAL <br />M. DRIP EDGE <br />PER FASTENER <br />SCHEDULE <br />OR 1/2' NIGH <br />BTRENICsTH CLG. <br />2x FASCIA PER <br />V 9' <br />—pRE_ WD, TRUSS <br />MAX Ax, <br />7x FASCIA PER <br />BOARD <br />ELEVATION& <br />O. <br />ELEVATIONS <br />In <br />REFERENCE <br />STRUCTURAL <br />VENTED SOFFIT <br />PER ELEVATION <br />VENTED SOFFIT <br />W <br />SEE ENEMY CODE FORMS <br />WALL SHEATHING <br />CONT. 2x RAT RUN SECURED PEROX <br />Pam-EWs � <br />INSULATION R-VALUES <br />PRE- ' � <br />THICKNESS AS PER <br />&TRICTURAL DETAILS <br />WALL SHEATHING <br />= <br />M. DRIP EDGE <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />SHEET 8NL SECURE PER <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R•VALUEB <br />THICKNESS AS PER <br />PER ELEVATION <br />FASTENER SCHEDULE <br />PER ELEVATION <br />SHEET SNL SECURE PER <br />2x FASCIA PER <br />m. <br />TYI- <br />2x FASCIA PERIr <br />SHEET 8N1 <br />FASTENER SCHEDULE <br />ELEVATIONS <br />OR <br />ELEVATIONS <br />PIKE-ENG GABLE TRUSS <br />HIGH GYPEAI BOAT® OR I/2' <br />ON SHEET BNI. <br />VENTED SOFFIT <br />I R-4.1 INSULATION <br />VENTED SOFFIT <br />DEEP SCREED <br />HIGH STRENGTH GLG. BOARD <br />PRE-ENKs. GABLE TRUSS <br />WINDOW ATTAC 4 ENT <br />WEEP SCREED <br />AS <br />2x P.T. SECURED PER <br />�OGMANUFACTURES <br />SPEA IONS <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />I <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />BU33DM U!e LOT: <br />I I REFERENCE <br />WINDOW ATTAC I ENT AS PER <br />ABBOTT PARK <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />LOT# 31 <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />BLK. 7 <br />STRIPS • 24' O.G <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />&TRIP& • 24' O.C. <br />PROJIQCT <br />ASTER APPLED <br />04181.00�-31071 <br />I/2' NICK COAT POIetLAND <br />DIRECTLYL p M <br />V2• THICK, 2 COAT <br />V2' GYP. LLl. �. <br />A.CMU <br />1[OD2QLe <br />CEMENT PLASTER APPLIED 1/2' GYP. WL BD. <br />PORTLAND CEMENT WOOD BASE <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />4EWB <br />DIRECTLY TO MASONRY <br />".. <br />��1499—FREEPORT" <br />&-y FIN. FLR.L <br />®'-m' FIN. FLR <br />m'-m' FIN FLR L <br />+ <br />J 0'-0' FIN. FLR <br />dAliAdlS 9TIIINd: <br />�- — — <br />— <br />e <br />9GMU <br />a. <br />,,' ' : <br />" • ROOF SHEATHING THICKNESS IS <br />,• . ' , ". <br />ROOF SHEATHr s THICKNESS IS <br />RIGHT <br />. .. <br />e ENGINEERED PER ASCE-I6 IN <br />• A <br />ENGINEERED PER ASCE Z-16 IN <br />PALM: <br />�•' ". ACCORDANCE WITH FSCR 2020 <br />'` : ,.- ' ," ACCORDANCE WITH FSCR 2020 <br />•a' <br />a <br />ITH EDITION, SECTION R301.13 <br />•,; <br />' a <br />ITH EDITION, SECTION R301,13 <br />AND 16095.E <br />AND 160S5.1. <br />DETAILS <br />W/ WINDOW OPENING TYP. <br />WALL SECTION <br />W/ WINDOW OPENING TYP. WALL SECTION <br />(SHINGLE) <br />B <br />B <br />NO OPENING <br />NO OPENING <br />Nola: <br />NOTE: <br />� <br />16MPH C <br />MTO SE USED FOR THE <br />D TO SE USED FOR THE <br />4 1—STORY HIP BLOCK <br />WALL INSTALLATION OF ROOF <br />5 1—STORY GABLE BLOCK WALL <br />INSTALLATION OF ROOF <br />eaA4A, 9/4•.r-0' <br />--RIAYMENT IN ACCORDANCE <br />SCALE. 3/4'"I'-C' <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FSCR S05.1.1.1 OF THE FSCR <br />WITH FBCR SM.1.1.1 OF THE FSCR <br />2020 ITH EDITION IS $4 WHICH USES <br />2020 "ITH EDITION IS ►4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />TYPE II OR ASTM 0486E TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />OR TYPE IV UNDERLAYMENT. <br />7 O <br />A <br />NO <br />DATM 6/14/21 <br />8CA X: 1/4"=1'-0" <br />8*=ZT <br />D1 <br />