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2X4 TOP PLATE <br />PLAN <br />COMM BEAD <br />PRE -FAD TRJBS vW 7NiaG ]GOAT <br />IR' CLG. BOARD �� APPL enmYG7uRx OR <br />alp <br />DIRIECTLY TO RRn�aRCErlrTr <br />MAlGRY 7:6 P.T. YD <br />STUDS IN "gym FM � <br />PARTITIONS SUPPORTING <br />FRODYG7 <br />AFFRovAL RdO. <br />1/2' DRYWALL WALL HUNG PLUMBING eAuxwoMAL WALBACKININ OW ANT 4 <br />FIXTURES AND WALL snap 1441 N. RONALD L7REAGAN <br />LwCABINETS SHALL BE NOT DO NOT GUT �� MM ON A" LESS THAN 2x4, WHERE Doo r~j SPADED NOT MORE aALv s> mSECURE 6T. ZXa WOOD DDND DRAM NOT GUT `/-y °�r.'x- so. �im¢D m <br />PLATE TO SLAB STUDS *24' THAN 16' O.G. OR NOT SOLID GROUT THE BOND WWZD BAN WOOD JAMB PER <br />W/ Imd MASONRY OO LESS THAN 2x6, UN IERE (2) COURSE - REBARSAPPROVAL Rea KRT�K T� r n DYnaws°O� <br />FRooucT V• <br />NAIL • 32. O.C. SPACED NOT MORE -- i,Y MAL . ro <br />MAX THAN 24' O.C. ` TRACK BRAOCRTe 1eO°1" <br />�ALTRIC <br />SLAD <br />m•-m' A PIPE THROUGH BOND BEAM <br />FIN. FLR <br />°CALL` 26 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS <br />D •�''"'�' D1 ��TYP. INT. WALL (NON—BRIG.) <br />I I/2'•I'-0' <br />D1 SCALE: 3/4'•I'-m' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SIFF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 9m5.1.1. <br />FIBERGLASS SHINGLES AS PER FBCR WSJ 1. • EA END ROOF SHEATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />SHEET —1 <br />o <br />a <br />s� <br />Jil_LL <br />y <br />C <br />A <br />j <br />FIBERGLASS SHINGLES THICKNESS AS PER <br />H UNDERLAYMENT AS PER FBGR 9m5.1.1. SHEET SNI SECURED PER PER STRUCTURAL DETAILS <br />WIT <br />AS PER FDCR 9mS.I.L ROOF SHEATHING SECURED PER <br />FASTENER SCHEDULE <br />ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE <br />THICKNESS AS PER SHEET SDI. SECURED PER STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED S/8' GYPSUM BOARD FASTENER SCHEDULE PER STRUCTURAL DETAILS <br />PER FASTENER MTL. DRIP EDGE MTL. DRIP EDGE <br />SCHEDULE SR EN HIGH a �-ENG UA. TRUSS 1. 2x FASCIA PER Rial: <br />STRENGTH CLG. 2x FASCIA PER MAX Ax. BOARD ELEVATIONS o ELEVATIONSSTRUCTURAL VENTED SOFFITPER ELEVATION VENTED SOFFIT <br />SEE ENERGY CODE FORMS Ft71! WALL SHEATHING GONT. 2x RAT RAJ SECURED PER PRE-�TRJ9S INSULATION R-VALUES PRE- 'TRUSS THIOQJESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />REFERENCE STRUCTURAL SEE ENERGY CODE PORMS FOR a <br />SHEET SNI. SECURE PER THICKNESS AS PER ��qq <br />MTL. DRIP EDGE FASTENER SCHEDULE INSULATION ELEVATION <br />SHEET SNI. SECURE PER if <br />MTL. DRIP EDGE PER ELEVATION PER ELEVATION <br />I -0 <br />2x FASCIA PER PER FASCIA ON SHEET SNI FASTENER SCHEDULE <br />TYp 2x ON SHEET SNI. <br />ELEVATIONS O,H• ELEVATIONS PRE -END. GABLE TRUSS <br />5/8' GYPSUM BOARD OR 1/2' <br />VENTED SOFFIT R-4.I INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE_ENG, GABLE TRUSS <br />WINDOW ATTACI-IMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS 2x P.T.SECURED PER <br />R-4.1 INSULATION <br />STRIIGTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STTO,ICTURAL <br />MANUFACTURES SPECIFICATIONS <br />ERENGE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O.C. <br />I/!' THICK, 2 COAT PORTLAND <br />ix2 P.T. FURRING <br />8' CMU <br />CEMENT PLASTER APPLIED <br />STRIPS a •� <br />1/2' THICK, 2 GOAT PORTLAND <br />DIRECTLY TO MASONRYCEMENT <br />1/2' THICK, 2 COAT <br />, CMU <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />ASTE APPLIED <br />WOOD BASE <br />\\\\ <br />DIRECTLY TO MASONRY <br />m'-0' FIN. FLR <br />— <br />_ — 0'-m' FIN. FLR <br />m'-m' FIN. FLR <br />— m'-m' FIN. FLR <br />° <br />8, cm <br />° <br />ROOF SHEATHING THICKNESS IS <br />m <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBGR 2020 <br />ACCORDANCE WITH FBGR 2020 <br />4 <br />1TH EDITION, SECTION R301.13 <br />4' <br />1TH EDITION, SECTION R301.13 <br />AND 160SZ 1. <br />AND 16055.1. <br />W/ <br />WINDOW OPENING <br />n TYP. WALL SECTION <br />n W/ WINDOW OPENING <br />TYp. WALL SECTION <br />ti <br />" " <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, de LOT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-04121 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1"6�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4''1'-0' UNDERLAYMENT IN ACCORDANCE SCALE. 3/4'-1'-m' UNDERLAYMENT IN ACCORDANCE ` <br />WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBGR W5.1.1.1 OF THE FBGR <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 nQ <br />TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D486S TYPE III L <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />A <br />23 <br />D DATE: 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />11 D1 <br />