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101 <br />2X4 TOP PLAtE <br />FMR FLRL <br />PLAN <br />CANER DEAD <br />PRE-FAS TR4188 <br />Vt' TNICK 7 COAT D, cm WE <br />1/2' CLG. .—/1- <br />=iovA l� —\ *TmjCiwL roR <br />ODECTLY TO 'E <br />MAEONRT 2.6 P.T. ND <br />ATTACHED TO PILL <br />NOTE: STUDS IN 5' DIA. SLEEVE, CELL AS PER <br />PARTITIONS SUPPORTING DO NOT CUT AAi'rROVTAL Ma. <br />IR' DRYWALL WALL HUNG PLUMBING REBAR EEALANTI <br />FIXTURES AND WALL PIPE URATHER&TRIP <br />CABINETS SHALL BE NOT LHi AROUND (ALL <br />LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT p� .um.oRoa Lw DO�O�M NltJ <br />SPACED NOT MORE SOLID GROUT THE BOND TRACK TALC. 6RA <br />SECURE BT. 0 <br />2x4 WOOD W/ (1)- «5 BEAM amU.. a• R TENED TO <br />� <br />/- STUDS 424' THAN 16' O.C. OR, NOT _ uooD Dae WOW JAM PER _ .... _�. <br />W/ Imd MASONRY v'�. LESS THAN 2x6, WHERE <br />NAIL a 32' O.C. SPACED NOT MORE <br />I. " -- () . <br />.nrrlevvi.L Re¢ VeRTiCAL *Boat <br />� MAP. To DE S <br />MAX THAN 24' O.G. <br />" <br />TRACK MAC" 07O" <br />W PRODUCT <br />ONC. SSLAB <br />APPROVAL REQ <br />FIN. FLR <br />zA PIPE THROUGH BOND BEAM <br />zs Gas LINE THRU BLACK <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'=1'-0' <br />p1 SCALE:3/4'=I'-0' <br />'0"-''�'''''P <br />��TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE: 3/4'.I'-m' <br />2X4 SPF <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH LINDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />24' O.G. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />F <br />MMN <br />b <br />h <br />z <br />a <br />v <br />rn <br />0 <br />ti <br />Lit <br />FIBERGLASS SHINGLES THICKNESS AS PER SHEET SNI. <br />WITH UNDERLAYMENT AS PER P5CRSHEATHING <br />905.1.1. SHEET SNI. SECURED PER PER STRUCTURAL DETAILS <br />AS PER FBCR 905.I.I. FASTENER SCHEDULE SECURED PER <br />ROOF SHEATHING THEFT S88 AS PER FASTENER SCHEDULE <br />THICKNESS AS PER SHEET D STIFFBACK AT ALL UPRIGHTS ,•�/r <br />SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER OR GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE <br />SCHEDULE SR EN HIGH " A' 2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER MA x Ax. <br />BOARD ELEVATIONS O. PRE-ENG WD. TRUSS <br />REFERENCE ELEVATIONS <br />lAAANVAW4..k pp IL AVvVvVWi9TRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT cN� <br />PRE_ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-EW. TRUSS WALL SHEATHING CONT. 2x RAT RN SECURED PER <br />INSULATION R-VALUES STRUCTURAL DETAILS / `Y o <br />REFERENCE STRUCTURAL THSNI. SECURE <br />AS PER SEE ENERGY CODE FORMS FOR WALL SHEATHING s <br />MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-vALUEB THICKNESS AS PER a 8 <br />PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER r� m <br />ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />2x FASCIA PER 2x FASCIA PER <br />ELEVATIONS OH ELEVATIONS 5/8, GYPSUM BOARD OR 1/2' <br />7YP. R-4.1 INSULATION PRE-ENG. GABLE TRUSS ON SHEET SNI. �E <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED 8 <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS a 24' O.G. <br />In' THICK 2 GOAT PORTLAND <br />Ix2 P.T. PURRING <br />8' CMU <br />CEMENT PLASTER APPLIED <br />STRIPE • 24' O.C. <br />IR' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />In' THICK, 2 COAT <br />1/2' GYP. WL. BD. <br />CEMENT PLASTER APPLIED <br />I/2' GYP. WL. BD. <br />S, CMu <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PP TER APPL ED <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FN. FLR _ <br />° <br />_ 0'-0' FIN. FLR <br />_0'-0' FIN. FLRrI <br />° <br />— 0'-0' FIN. FLR <br />� <br />° <br />8' Crhl <br />° <br />m <br />m <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE "I-16 IN <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a <br />ACCORDANCE WITH FBCR 2020 <br />"ITH EDITION, SECTION R301.13 <br />a° <br />-ITH EDITION, SECTION R301.1.3 <br />AND 160S.5.1. <br />AND 1609.5.1. <br />W/ <br />WINDOW OPENING <br />n TYP. WALL SECTION <br />W/ WINDOW OPENING n <br />TYP. WALL SECTION <br />n <br />NO OPENING <br />NO OPENING <br />NOTE: <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />SUBDIV. & LOT: <br />SILVERADO <br />LOT #10 <br />BLK #16 <br />PROJECT# <br />03719.001-10161 <br />MODEL: <br />"2045-LANTANA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />5 MPH E <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF r5-"\1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/a'.P-m' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES 2020 'ITH EDITION IS "4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 �;fl <br />TYPE It OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT.` <br />A <br />NO <br />PRINT 7/9/21 <br />DATE: <br />SCALE: 1 /4"=1'-0" <br />SHEET <br />N. D1 <br />