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PER PLAN <br />*x TO L—L ) (4)10d WULS TO EA TRUSS 2x8 LEDGER ATTACHED TO STRINGER O BACKER <br />INSULATION AS 2x8 LEDGER ATTACHE) TO FLOOR TRUSS w/ 1 Od NAILS <br />PER SPEC. FASCIA PER COMMUNITY SPEC. 2x BAND w/ (2)10d NAILS 03 <br />O.C. ALONG BOTTOM <br />0 4' O.C. STAGGERED CHORD AND ALLWEBS <br />SOFFIT 8 OVERHANG PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES, <br />REFER TO TRUSS MANUF. DWGS <br />1 1/Y MIN. <br />1W MIN. GRASPABLE HANDRAIL; 1 11r MIN. <br />Tab 1 1 W MIN. TO 1 1/2' MAX DIA <br />HANDRAIL BRACKETS <br />B TO BE COFRAMING NNECT®TO RETURN HANDRAIL <br />Q RECOMMENDATIONS INTO 1x SACKER BD. <br />FLOOR JOIST OR TRUSS SYSTEM ? M <br />8 DIRECTION PER STRUCTURAL ' -1 1/4• NOSING O <br />REFER TO STRUCTURAL SHEETS TO STRUCTAL URAL <br />S SHEATHING. REFER GREATESTAND SMALCE LEST <br />TREAD S ALL EST <br />NOT �- <br />REFER TO 2ND FLOOR JOINT DETAIL TO STRUCTURAL SffEfB FOR TREAD AND SMALLEST TREAD SHALL NOT BE SISM101,11 PLAN <br />RIM BD. OR TRUSS PER STRICT. FOR NAILING 3 OTHER REO. NAILING 8 OTHER RED. GREATER THAN 3/8% GREATEST VARIANCE <br />INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST FNAfCHAIL 1lpl�Nla <br />PER SPEC RISER SHALL NOT BE GREATER THAN 3/S'. <br />(REFER TO l3EV.) PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES. y� <br />12 REFER TO TRUSS MANOR OWLS 12 REFER TO TRUSS MAMUR DWO 11 f RN� � <br />Ir PER Q� ASPHALT ROOF SHINGLE 810 tirot/2023 <br />�ELEV. (OMM <br />AR TILE PER <br />SPEC.) LE ELEV. ( •-' a <br />on nLE PER SPEC.) wso-lm <br />T U TRUSS STRAP PER TRUSS STRAP PER <br />(REFER TO ELEV.) STRICT. DETAILS STRICT. DETAILS <br />BOND BEAM PER Pl/W A38 CLIP EA A38 CLIP EA FLOOR <br />STRINGER TO �y, STRINGER TO GIROERAIM <br />FASCIA PER 2X1 EDOLT. PLANS 2X LEDGER, PLANS PER THAN PLANS <br />rFASCIA.PER COMMUNITY SPEC. - COMMUNITY SPEC. MAX NAILING MAX. 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DETAILS <br />FOR VARIATIONS FOR VARIATIONS <br />4--mu FL (2) 2XB BEAM <br />� .' hn-afJtl•� 2x LET -IN THRUST BLOCK <br />•..''.' .:• FINISHED GRADE FINISHED GRADE FINISHED GRADE w/ (�10d (0.14SXi') NAILS 2X12 STAIR � 2X12 STAIR <br />TO WOOD FRAMING OR <br />•:�.:• MONOLITHIC FIND., SEE �+ MONOLITHIC FND., SEE (3)1/4W-3µ•CONCIETE AR STRINGER PER ARCH. STRINGER <br />MONOLITHIC END., SEE <br />PLANS 2.1 PLANSSTRUC(2)2XS BEAM <br />WIDTH. ORAL DETAILS FOR STRUCTURAL DETAILS FOR WIDTH, DEFT DETAILS FOR ATTACHED TO <br />WIDTH, DEPTH. 8 fEIHF. RED. WIDTH, DEPTH, 8 RENF. RED. WIDTH. DEPTH 8 REINF. REQ. (2) WIN HEADER <br />stiN Kagu $ 2X8 R.00R JOISTS <br />�}R�pL/��� /IIN �/�pR� .' 1 y�M 090O.C. TO BEAM E 18' O.C. TO BEAM <br />TYPICA290WALLSECiION 11/01/2023 S01 TMI FIRWAI,I'RS'rill!)N 11/01/2023 Si <br />I FOULSM <br />11/0112023 810 1YPUA'STAIRWAILS � w/Lus26HANGERS <br />�wrn r w it/12/2021 <br />WB6041 WSM-Of0 WSM-020 WS(>-101 <br />a `�I1111111//��' <br />C.O.A.# ARCHITECURE: �����• SF' �� <br />AA26002802 <br />C.O.E.# ENGINEERING: No, 8 <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 ' <br />■ BENJAMIN NIESE, PE O OF <br />P.E.# 86025 �i�tt► �XORIDO! • ' N' <br />02/12/2024 ��',/ ONAt 0 <br />DATE 1111111 <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />129M Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.Neldsioneae.cam <br />ir) <br />04 <br />J <br />Y <br />LU <br />Z cci <br />Z <br />' <br />o <br />ga <br />H- <br />p <br />Z <br />. <br />i <br />00 <br />(n <br />W <br />Q LL <br />O <br />tz <br />U)C6 <br />w <br />U <br />r- <br />G <br />MN <br />0 <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />DETAILS - <br />MISC. <br />SHEET # <br />S4-3-1 <br />