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2X4 TOP PML 7 <br />t_7 PIRE -PAD TRUSS <br />112' CLG. BOARD <br />1/2' DRYWALL Th- <br />SECURE ST. — <br />PLATE TO SLAS <br />W/ 10d MASONRY <br />NAIL * 321 Or - <br />MAX <br />PIK FLR. <br />2X4 WOOD <br />STUDS 024 <br />OZ. <br />9LAS <br />NLWIQ� 71ULWV IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' OZ. OR, NOT <br />LESS T14AN 2xb, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(2)TYP. INT. WALL (NON-BRG.) <br />SCALE, 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDEMAYMENT <br />AS PER POOR 905A. <br />ROOF "ATHING <br />THICKNESS AS PER <br />SWEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRI TFAISS <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 />11.1. <br />TYP. <br />O.H. <br />5/8. GYPSUM IN <br />OR 1/2' WIGI4 <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 65 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REEIARS <br />rm�PIPE THROUGH BOND BEAM <br />��l SCALE: 3/4'-1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALLIES <br />RIEFERENCE STRUCTURAL <br />_�R-4J INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />REFERENCE <br />______STIRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS f 24* O.C. <br />a, cm <br />1/2' GYP. WL. SD. - <br />WOOD SASE — <br />0'-0' FIN. FLA.,j,, <br />4 <br />)!Z WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WD ' I.I. <br />ROOF SWEATWING3 <br />TWICXNESS AS PER <br />SWEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-EWA TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THIM 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-V'FK FLRL <br />ROOF: SHEATHING THICKNESS IS <br />U4' ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FISCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 160SB.I. <br />TYP. WALL SECTION <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(�j)l-STORY HIP BLOCK WALL INSTALLATION OF: ROOF <br />SCALE� 3/4'-]'-C' UNDERLAYMENT IN ACCORDANCE <br />_D �l WITH FOCR W5.1.1.1 Or THE FBCR <br />2020 -ITH EDITION 16 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D22ry <br />TYPE 11 OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />AID WM <br />t-2-B'\GAS LINE THRU BLOCK <br />FIBERGLASS SWIN531_156 <br />WIT14 UNDERLAYMENT <br />AS PER PSCR WS.I.I. <br />ROOF SH ATWIING3 <br />E I <br />THICACNESS AS PER <br />SWEET GNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SWEATWINd. <br />T141CI04BOO AS PER <br />SWEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET ON] <br />PRI GABLE TRUSS <br />UIEEP SCREED <br />2x P.T. SECURED PER <br />STIRUCTURAL DETAILS <br />1/2'TWIM 2 r-OAT-L--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V-0- FIN. FLIZJ4 4,; 0.- <br />0' FIN. FLR. <br />a, CI`lU 4 <br />ROOF: SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -1-16 IN <br />_4 ACCORDANCE WITH FBCR 2020 <br />7TW EDITION, SECTION P-301.1.3 <br />AND I(POS5.1. <br />W <br />�WINDOW O�PENING 1-.-%TYP. WALL SECTION <br />1-f �No OPENlw. �� <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r5_-�l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE. 3/4'-1'-0' .14DERLATMENT IN ACCORDANCE <br />WITH F5CR 905.1.1.1 OIC THE F5CR <br />2020 ITW EDITION 15 04 WHICH USES <br />(2) TWO LAYERS Or ASTM 022(v <br />TYPE 11 OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />=owl <br />. <br />11.1��l-.",,�'ll',�1-1-1.11�,1,1"1�,�1,111, <br />wwwio <br />PRODUCT mm '--OVWb0AD DOOR <br />APPROVAL by OTww <br />K __'�GARAGE DOOR JAMBS <br />3 <br />\llal� SCALEi 11/2'-1'-0' <br />�2X4 SPF 241 O.C. MAX----, <br />SECURE UY (2)12d NAILS <br />0 EA. END <br />2x BLOCKIWG BETWEEN TRASSES <br />—PER STRUCTURAL DETAILS- <br />- I ' - ' I STIFFSACK AT ALL L <br />N_-- --ruRAL 01 <br />PEpt sTmr <br />FWZ-EWG U)D. TRLIM <br />CONT.'2x RAT RUIN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION IQ -VALUES <br />4,PER ELEVATION <br />Ir <br />S/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLO. BOARD <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W511. <br />ROOF SHEATHING. <br />TWICICNIESS AS PER <br />SWEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED 50PPIT <br />UIALL 844EATHNG <br />THICKNESS AS PER <br />014EET ONI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-EWm GABLE TRIUSS <br />WEEP OCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />W NVOW ATTACHMENT AS PER <br />M=TURES, SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS * 24* OjC. <br />1/21 Gyp. ILL. SD* <br />WOOD BASE <br />&iLli <br />A It C N I T E C T 8-1 <br />6 <br />Graign <br />OUSIOT.na. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />ro <br />JL <br />'M <br />I-SUISIDIV. & LJO <br />SILVERADO <br />LOT #3 <br />BLK #10 <br />PROJECT# <br />03719.001-03101 <br />MODEL. <br />"2045-LANTANA" <br />GAP_#,OZ SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />Q50 MPH EXAPF. B <br />F-PRINT 'I <br />DATE: 08/18/21 <br />SCALE: 1/4"=l'-0" <br />S*MET <br />L D I <br />