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2X4 TOP PLATE <br />PER ELM J� <br />PLAN <br />GORIER OEM <br />PRE-FAB TRUSS <br />FoRW <br />VY n_A 3 GOAT °' QV anIn. CI-C.BOARD iYrliEDT ° <br />DElGRY TO <br />MAGMW ho P.T. W <br />ATTACF'D TO MLL <br />NOTE: STUDS IN <br />DRL IC PER <br />PARTITIONS SUPPORTING PRODu AL REa <br />1/2' DRYWALL WALL HUNG PLUMBING cAxxAioaEAL e141-ANT o <br />CICER <br />FIXTURES AND WALL /BAT@STRP <br />CABINETS SHALL BE NOT DO NOT OJT IEI <br />PE <br />1 <br />LESS THAN 2x4, WHERE RRSAR P Pve xEE E RxI OAf L!! AROUND UR MMAAF oALv. eTxL DDvary <br />SECURE BT /'2X4 WOOD. SPACED NOT MORE BOND �,,�,, � I.. DO NOT CUT 4•O�'P.a. R'- PMTBIED � <br />ei ere rn ai eia / STUDS 024THAN 16' O.G. OR, NOT SOLID COQ= I �TWE_ OdID l WOW DAOX °�D �' D Pam° <br />W/ IDd MASONRY Lm=) I MAN LXO, U*-M?CC <br />NAIL • 32' 04- SPACED NOT MORE <br />- <br />(21 couR°e � <br />, :: <br />- <br />'�P�'°L tea. Or MAU•. I' M OY DTHERS <br />F <br />--- - <br />24' O.G. <br />ROOM <br />TRACK DRACKIEQv PRODUCT <br />. BLAB <br />APPROVAL REO. <br />PIPE THROUGH BOND BEAM <br />FIN. rot <br />DT MALE' W4'•I'-C' <br />2 GAS LINE THRU BLACK <br />3 GARAGE DOOR JAMBS <br />C)1 5CALE:11/2'=r-C' <br />ICA`S.W'0" <br />(j)TYP. INT. WALL(NON-BRIG.)DT <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS <br />AS PER FBGR 905.1.1. • EA END <br />ROOF SNE'E'THING 2x BLOCKING BETWEEN TRUSSES <br />WITH UNDERLAYMENT <br />AS PER FBGR 90511. <br />ROOF SHEATHM <br />THIGOJESS AS PER <br />T SNI <br />ro <br />Ci <br />a <br />till <br />FIBERGLASS SHINGLES R STRUCTURAL DETAILS SHEE <br />WITH WDERLAYMENT AS PER FBGR 9m5.1.1. THICKNESS PER PE <br />909.1.1. ROOF SHEATHING SHEET SNI. SECURED PER PER <br />AS PER FBCR FASTS <br />THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE <br />ROOF SHEATHING SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRGHTS <br />SHEET SNI. SECURED 5/6' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR 1/2' HIGH 1 ' S' <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MA x PRE-ENG WD. T"S AX 2x FASCIA PER I <br />BOARD REFERENCE ELEVATIONS o. ELEVATIONS <br />V T STRUCTURAL VENTED SOFFIT ,y PER ELEVATION VENTED SOFFIT K W <br />In <br />PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS WALL SHEATHING / STRUCTURAL Dx RAT ETAB SECURED PER O <br />INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING = <br />REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENER'sY CODE FORMS FOR THICKNESS AS PER Bg <br />MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION ELEVATION <br />SHEET SNI. SECURE PER If <br />0 PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />2x FASCIA PER TYp 2x FASCIA PER °EE�tt <br />ELEVATIONS O.H. : y ELEVATIONS 5/B' GYPSUM BOARD OR 1/2' ON SHEET A <br />R-4.1 INSULATION PRE-ENG. GABLE TR1198 HIGH STRI-- sTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP 9GREED <br />WINDOW ATTACHMENT WEEP SCREED <br />�g�AT PER MANUFACTURES REB 2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2x P.T.SECURED PER <br />R-41INSULATION <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 • 24' C <br />1/2' THICK, 2 COAT PORTLAND <br />lx2 P.T. FURRING <br />8' CMU <br />CEMENT PLASTER APPLIED <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I/2' THICK, 2 COAT <br />1/2, GYP. WL. W. <br />GNAJ <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. SD. <br />PORTLAND CEMENT <br />WOOD SASE <br />DIRECTLY TO MASONRY <br />WOOD BABE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />O.-C. FIN. FLR <br />_ <br />_ �, 0� m' FIN. FLR <br />m'-m' FIN. FLR <br />_ J� m'-0' FIN. FLR <br />,. <br />8. CMU <br />° 4. <br />a. <br />ROOF SHEATHING THICKNESS IS <br />SHEATHING THICKNESS 15 <br />ENGINEERED PER ASGE 1-116 IN <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />LROOF <br />' ACCORDANCE WITH FBGR 2020 <br />1TH EDITION, SECTION R301.13 <br /><' <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />AND 1609.5.1. <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />n W/ <br />WINDOW OPENING n <br />TYP. WALL SECTION <br />$ <br />" <br />I, <br />NO OPENING <br />NOTE: <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />DVIBDIV. & Lotil <br />ABBOTT PARK <br />LOT #9 <br />BLK #14 <br />PHASE #4C <br />PROJECT <br />04181.04C-09141 <br />1[ODEie <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH MR C <br />K-5-'�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />UNDERLAYMENT IN ACCORDANCE UNDERLAYMENT IN ACCORDANCEPAMS <br />acALE 3/4.1-m' WITH FBGR 905.1.1.1 OF THE FBGR SCALE: su'.r-m' WITH FBCR 905.1.1.1 OF THE FBGR20201TH EDITION IS °4 WHICH USES 2020 1TH EDITION I5 °4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR A5TM D4869 TYPE III TYPE 11 OR A5TM 0486E TYPE IIIOR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT.RA <br />AR NO 93723 <br />DAPS: 02/07/22 <br />SCALE: 1/4"=1'-O" <br />air <br />D1 <br />