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2X4 TOP PLATE A N C N I T ITT i cO1R8N MADPRE-FAB iRJ88 Ve resat a eoAr v cu m 1/2' CL& BOARD 4 � °TwiclurAL rode iereoi°caenr d NOTE: STUDS IN 5' DIA SLEEVE, MASONRY ArTAM o Design LA6F w PARTITIONS SUPPORTING DO NOT CUT � W Grou �„� I/2' DRYWALL WALL HUNG PLUMBING REBAR ewLxAen IIIIIALAW s ieo0 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL PIPE VRATWM STRIP LONGWOOD, FLS2750 CABINETS SHALL BE NOT LK ncLLDM ALL PH: 407-7748078 LESS THAN 2x4, WHERE BOND BEAM O NOT GUT p� aueronGAS ue AROLM Domm~.) FAK407-7744078 SPACED NOT MORE SOLID GROUT THE BOND "u V' ° TwArx eRAcxars www.abdealgngroup.com SECURE DT. 2X4 WOOD W/ (I)- "5 BEAM '�''O"F.tl"D. PAeTmHW TO AA#: 0003325 PLATE ro SLAB STUDS e24' THAN I6' O.C. OR NOT _ "'°'°° °"` WOOD JAM F M oALv. erE[L (2) COURSE REBARS PRooucr W/ Od MASONRY off• LESS THAN 2x6, WHERE NAIL s 32' O.G. SPACED NOT MORE MAX - -- APPROVAL RSQ WNTIOAL TRACK my MaD O°°R BY MALK ra OLroe � �� 110 TO Room THAN 24' OZ. TRACK •M R,PNOCUCT . BLAB APPROVAL RIQ FIN. FLR 2A PIPE THROUGH BOND BEAM 2e GAS UNE THRU BLOCx 3 GARAGE DOOR JAMBS QTYP. INT. WALL ( NON— BRG.) D1 SCALE: 3/4'.1'-O' D1 SCALE: 1 1/2'.r-V' pC �1— \lla1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERIGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSBE8 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER 0 c a FIBERGLASS SHINGLES A8 PER FBCR 905.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. WITH UNDERLAYMENT SWEET 8NI.SECURED PER SECURED PER AS PER FBCR 905,1.E ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE s FOOF SHEATHING THICKNESS A8 PER THICKNESS AS PER SHEET D ST"115ACK AT ALL UPRIGHTS SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE S eRENGTH GLG, 2x FASCIA PER MAX PRE-ENG WD. TRUSS AX. 2x FASCIA PER BOARD REFERENCE ELEVATIONS o. ELEVATIONS STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS WALL SHEATHING CONT. 2x RAT RUN SECURED PERIff FCM PRE-ENG TRUE° INSULATION CODE F F'IQE ' TRU98 THWALL 58 AS PER WALL SHEATHMCs STRUCTURAL DETAILS MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R-v�UEB SHEET BNI. SECURE PER THICKNESS A8 PER I.-®. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER S 2x FASCIA PER TYP. 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS 0,H. ELEVATIONS ON SHEET SNI. •� R-4.1 INSULATION PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR I!1' s HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED SPECIFICATIONSAS PER TRRSS STRUCTURAL DET2x P.T. SECURED AILS PER 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AB PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING RENCE STRUCTURAL STRIPS • 24. O.G. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING S' cmCEMENT PLASTER APPLIED STRIPS a 24' O C. I/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I!1' THICK, 2 COAT I/2' GYP. WL. BD. CEMENT PLASTER APPLIED 1/2' GYP. IlL. BD. CEMENT POWLPLASTER . Cm DIRECTLY TO MASONRY WDOD BASE APPLED WOOD BABE DIRECTLY TO MASONRY 0'-0' FIN. FLR _ _ . — 0'-0' FM. FLR 0'-0• FIN. FLR. _ 0'-0' FIN. FLR a a e' CMu 4 W/ 4� WINDOW OPENING TYR WALL SECTION 4 n W/ WINDOW OPENING n TYP. WALL SECTION H e `i " NO OPENING NOTE: NO OPENING PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN STJHDIV. de TAT: SILVERA 0O LOT: 19 BLK: 14 PROJECT* 03719.000-19141 MODELa "2045-LANTANA" GARAGE 81111ING: RIGHT PAGE: DETAILS 50 MPH (�11—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT 5 1—STORY GABLE BLOCK WALL , D1 SCALE: 3/4'•I'-C' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE. 3/4'.I'-0' SLOPES OF 4:12 OR GREATER lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE Iv, OR ASTM D 615I 11 NO ROLAPD DATE: 01/26/21 SCALE: 1/4"=1`-0" SHEET D1