8411 E XAVIER WAY 2020 Plans 2023-10-27

- _ FRAMING NOTES: w m 1.ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR LARCH NO.2 AND LARGER LUMBER SHALL BE DOUGLAS FIR NO.1 OR BETTER,UNO. i INall o • 2.1-JOISTS AND LVL MEMBERS MUST BE INSTALLED IN COMPLIANCE WITH THEIR LISTINGS. w 3.ALL TRUSSES SHALL BE ENGINEERED AND STAMPED WITH A SEPARATE ENGINEERED DOCUMENT. i s: rn 4.PRE-MANUFACTURED WOOD JOISTS&TRUSSES SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS,MANUFACTURED BY THE TRUSS/JOIST COMPANY.NO MEMBERS SHALL BE MODIFIED AND MUST BE INSTALLED IN COMPLIANCE WITH THEIR LISTINGS.PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS.MEMBERS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS.THE MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF THE JOISTS&TRUSSES IN WRITING TO THE CONTRACTOR/ENGINEER.PRE-MANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED,PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY,STIFFNESS,DIMENSIONAL,AND FIRE RATING REQUIREMENTS OF THE PROJECT,AND IS ENGINEER OR ICBO APPROVED. 5.ALL JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING AT THEIR BEARING POINTS.CONNECT BLOCKING TO TOP OF WALL IN/SIMPSON FRAMING ANCHORS.ROOF JOIST TO HAVE HURRICANE CLIPS®48"O.G.OR SIMPSON H-1 HURRICANE CLIPS®24"0/C 6.ALL WOOD&IRON CONNECTIONS MUST CARRY THE CAPACITY OF THE MEMBER.THE CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS.IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED,CONTACT PROJECT ENGINEER FOR ASSISTANCE.USE SIMPSON OR OTHER ICC LISTED CONNECTIONS. 1.ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL.HANGERS NOT SHOWN SHALL BE SIMPSON HU_(OR EQUAL)OF SIZE RECOMMENDED FOR MEMBER. 8.NAILS:ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS.OR HOT DIPPED GALVANIZED BOX NAILS.FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRO TABLE R602.3(1). . 9.THRUST SHALL BE ELIMINATED BY THE USE OF COLLAR TIES OR CEILING JOISTS,WHERE REQUIRED. N 10.BEVELED BEARING PLATES ARE REQUIRED AT ALL BEARING POINTS FOR BC!&TJI RAFTERS. Z 11.ALL COLUMNS SHALL EXTEND DOWN THRU THE STRUCTURE TO THE FOUNDATION.ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS.COLUMNS SHALL BE THE SAME WIDTH AS THE MEMBERS THAT THEY ARE SUPPORTING. O 12.ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2"THICK 2-M-IN SHEATHING OR EQUAL IN/8D COMMON NAILS®6"O.G.®EDGES @ 12"O.C.IN FIELD,UNO.SHEATHING SHALL BE CONTINUOUS ACROSS ALL HORIZONTAL FRAMING JOINTS. 13.ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS,EXCEPT AS INDICATED ON THE DRAWINGS.ROOF SHEATHING SHALL EITHER BE BLOCKED,TONGUE-AND-GROOVE,OR HAVE EDGES SUPPORTED BY PLYCLIPS.SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X < a FRAMING AT ALL PANEL EDGES.SHEATH ROOF PRIOR TO ANY OVER FRAMING. 14.PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF"U.S.PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD"OR APA PRP-108 PERFORMANCE STANDARDS.UNO,PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1,OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. w PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS.ALLONI 1/8"SPACING AT PANELS ENDS AND EDGES,UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. J 15.GLULAM BEAMS SHALL BE FABRICATED IN CONFORMANCE WITH U.S.PRODUCT STANDARD PS 56,"STRUCTURAL GLUED LAMINATED TIMBER"AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION,ATTIC 1 VT.EACH MEMBER SHALL BEAR AN ATIC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF Ui CONFORMANCE.ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. V ' 16.GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON(OR EQUAL). v 11.GLULAM BEAMS SHALL BE 24F-V4 DF/DF OR EQUAL FOR SIMPLE SPANS,AND 24F-V8 DF/DF FOR CONTINUOUS SPANS. w 18."VERSA-LAM"&"MICRO-LAM MEMBERS SHALL BE GRADE 2.0 E. Q 19.ANY WOOD IN CONTACT WI CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 20.ALL WOOD&IRON CONNECTORS SHALL BE INSTALLED IN/ALL REQUIRED FASTENERS IN COMPLIANCE IN/THEIR WRITTEN APPROVAL. $. 21.ALL HANGERS TO BE"SIMPSON"OR EQUAL. a 2 n■Ir.root.r■�Ir.wmmlr.r■■Ir.mlr.rm■..rnlr.r■nra■■Ir.r■nr■n■Ir.r■nraaus. C nr■c;---_-•-.■Ir.r■■Ira■■Irn■■Ir NIra■■Ira■■Ir.r■■Irlr■■Ira■■Irlr■■Irn■nrn■■1 nm■..,...i......rn■■Im■■mn■Irnulrm■Irn■nr.onr.rulrm■mrulrm■Irm■ .■Ir.n■Ir.n■Ir.r■■Ir.n■.rn■■Irn■■Iru■■Ir.n■Irn■■Irm■Irn■■Ir.r■■Irn■■Irr■■u.r■ ■■Ir.r■nr.r■■Ira■■Ira■m.r■■Ir.r.nr.r.■tra■nrMIEVII.r■m.rnlrlrolr.- ■.r■■Irnmr.r■nr.rnlrm■Ira■■Ira.■Iranlr.r■nra■■Ira■■Irmmlr■■Ira■■1 aulast■Ira■■mr■■zaulruulmaps■marls■■I awa rtomm.r.0 .■Iru■■Irm■Ira.■Ir.nnrnulr.n■Ira■■Ira■nra■■Ira■nm■ma■nrmnra r' r■■Ira■■Ir.rnlr.r■■Ir.r■■Iramra■nr.rmra■nra■■Ir.r■■Ir.r■■Ir.r■■.r.r■nrl I ■a■■Ira■nrlr■■Ir.r■■ira■■Ir.r■nra■■Ira■nra■■Ir.r■nr.r■■Ir.r■■Irauir... - immIra■■Irm■Irmnm■nr■■■Iru.■Iranlr.r■nraulrmn ■nra■■Ira■ rrilnr AI' lnriR1 n�Ir.r Iil1mi.rii wnr■I�r e'r ■ in 191 i'r'ff l.r■nri ■IoNSI■nr.r■nrlr■nra■■Ira■■Iraulr.r■nra■nrmnralr.r■n I ngLIN Irn■n IIrIr■■Ira■■Ira■nra■qr.r■nri■nrlr■nra■■Irlr■■1r10nrlr■■Ir. ■nrI IE.I.■nrIru Inr.r■nra■■Ir.r■nr.r■■Ir.r■ma■nr.n■Ir.rmrm■Ira■nraul mnr.nnnmlrm nrr,.-�Ir�r�nr�r�.Irr. ��r��ryr�nr�rnlrr.�Ir;r��Ir�Ir�rlrr;■.r.�nm;.,.. 100 S F Unheated h sated im u Z • Unfinished Shed over = — s- •' - Deck = ua _ Unfinished Shed over - - \ _ — - - deck -- - ;_ z •—> i I. i. _ t— '1 , X -- —�+_ �— .l NMI 1- 1 ♦ 1 11—I1 I I— v 11111111111111111.1111.1.1111111111111 4x8 Beam 4x8'Beam 4x8 Beam - 1 1 r 1 w4 Pos I Iiir.- I1 ��i I- v+ � _D1 4x4 Post • -- J /I, U 9 4x4 Post _ _ �y `I- _� L il _ S ✓D� — 4x4 Post 4x4 Post _ 4x,4x4 Post 4x4 Post IL O \ 4x4 Post f- 4.4 Pos. x4 Pas goilipp011ir / _ J + r — L �.1■®I1 -... . 7___ ' -r--\ \' I r 1 N - �! `� d1 y pF EV RETT I I I III I I I III I r 'uv'ED FO PERMIT • D2 NORTH DECK ELEVATION S2 ® EAST DECK ELEVATION I- 9 -J S83 1/4"=1'