Laserfiche WebLink
2x LET -IN THRUST BLOCK 2XI 2 STAIR STRINGER <br />W/ (8)10d �D.148'4') NAILS (2) 2X8 BEAM <br />2X' 2 <br />STRI, <br />(2) 2X8 BEAM <br />TO WOOD FRAMING OR <br />(3)1/4'x2-3/4' CONCRETE STAIR LANDING STAI'R G <br />SCREWS TO SLAB E 51� ELE, 2X12 STAIR <br />PER ARCH. PER ARCH. STRINGER <br />$0,0' PLANS PLANS <br />2X6 FLOOR JOISTS @ 16' D.C. 2x LEDGER ATTACHED TO 2X6 FLOOR JOISTS <br />TO BEAM .1 WS26 HANGERS (2) 2X8 HEADER W/ (2)1 Sd @ 16' O.C. TO BEAM <br />NAILS @ S' D.C., STAGGERED / LUS26 HANGERS <br />STRUCTURAL SHEATHING, REFER OF OOR FLOoF1_ <br />TO STRUCTURAL SHEET's FOR PhK PLANS A35 CLIP EA STRINGER TO :H PLANS <br />NAILING & OTHER RED. 2X LEDGER, MAX. NAILING TRUSSMOIST <br />LEV. ROOF TILE (OR SHINGLE PER SPEC.) PER MANUR <br />TRUSS STRAP PER STRUCT. DETAIL <br />')nnnnnnon FLOOR TRUSS PER MANUR FLOOR TRUSS FLOOR GIRDER1RIM <br />PLAN <br />F WALL CONT 2X BAND BOARDW PER MANUF. PER P <br />To ELEV I t2 � T <br />S LSC STRAP @ EA <br />-VIRMER I (4)10dNAL TOEATRUSS 2X8 LEDGER ATTACHED TO STRINGER TO BACKER <br />INSULATION AS 24 LEDGER ATTACHED TO FLOOR TRUSS w/ I Od NAILS <br />PER SPEC. FASCIA PER COMMUNITY SPEC. 2x BAND wj (2)1 Od NAILS @ T O.C. ALONG BOTTOM <br />9 4" D.C. STAGGERED CHORD AND ALL WEBS <br />SOFFIT & OVERHANG PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES, <br />REFER TO TRUSS MANUR DWGS <br />I 1/2'MIN. <br />10"MIN GRASPABLE HANDRAIL; I 1/2'MIN. <br />11/4. MIN. TO I 11T MAX. DIA. -f"\[— HANDRAILBRACKETS <br />TO BE CONN. TO RETURN HANDRAIL <br />To I x BACKER BD. <br />FRAMINGPERMANUF IN <br />w RECOMMENDATIONS <br />FLO R JOIST OR TRUSS SYSTEM 14'- 1 114'NOSING <br />ECTION PER STRUCTURAL <br />& DIR STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER <br />IV GREATEST VARIANCE BETWEEN LARGEST <br />REFER TO 2ND FLOOR JOINT DETAIL REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR TREAD AND SMALLEST TREAD SHALL NOT BE SECTION PLAN <br />D OR TRUSS PER STRUCT. FOR NAILING & OTHER RED. NAILING & OTHER RED. GREATER THAN 3/8. GREATEST VARIANCE <br />INSULATIONAS B EEN TALLEST RISER AND SHORTEST HANDRAIL REWRIEMENTS <br />INSULATION AS PER SPEC. PER SPEC. RIESTEWR SHALL NOT BE GREATER THAN 3/8". <br />TOP OF CMU PRE-ENGINEERED ROOF TRUSSES. P E�ENGINEERED ROOF TRUSSES <br />(REFER TO ELEV.) 12 PER REFER TO TRUSS MANUF. DWGS 12 ER REFER TO TRUSS MANUF. ONG &Tffl�UL STAII IETAILS 11/01/2D23 <br />ASPHALT ROOF SHINGLE <br />ELEV. ASPHALT ROOF SHINGLE ELEV.. <br />(OR TILE PER SPEC.) (OR TILE PER SPEC.) �;;71 01 <br />JITOPOFCMU TRUSS STRAP PER TRUSS STRAPPER <br />—(REFER TO EUEV.) STRUCT. DETAILS STRUCT. DETAILS <br />r)r)nr)r)() <br />E. <br />2ELEV <br />BOND BE" PER PLAN K �1LUILD1 A, REFER TO PLAN w w #L REFER TO PLAN A35 CLIP EA Ffn A35 CLIP EA RIF% FLOOR <br />LEV <br />u V ER. <br />TR GIRDER/RIM <br />J STRINGER TO II�WLEO S INGER TO N <br />- \7 FASCIA PER M2X LEDGER, PLANS 2X LEDGER, PLANS PER PLAN PLANS <br />FASCIA PER COMMUNITY SPEC. COMMUNITY SPEC. AX. NAILING MAX. NAILING <br />SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC. <br />PER SPEC. <br />BOND BEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS is <br />PRECAST LINTEL PER PLAN eft*WVRND RMLKIIIIIIIIHIR ATTACHED PER MANUF. <br />INTERIOR EXTERIOR BOARD / (4)10d TO FLOOR TRUSSW 10d LSC STRAP @ <br />ED NAILS @ 3' O.C. ALONG EA STRINGER <br />ING wl ECAST MI&M94ATTACHED BOTTOM CHORD AND ALL TOBACKER <br />SILL PER PLAN TOLISMmD wl (2)1 Dd WEBS <br />41 NAILS@4'0.C. <br />SEE STRUCT. FOR LfAGGERED <br />— ALL REINF. RED. SEE STRUCT. FOR 3S, �Tffl�CUXL STAII 1ETA] 2/2812022 <br />ALL REINF. REQ. �;;7102 <br />SEE STRUCT. FOR ALL REINF. RED. / <br />INTERIOR EXTERIOR INTERIOR EXTERIOR <br />SEE STRUCT DETAILS <br />FORVARIATIO'NS SEE STRUCT. DETAILS SEE STRUCT. DETAILS <br />FOR VARIATIONS FOR VARIATIONS <br />Y-TIFIN. FL. V�0' FIN. AN THRUST BLOCK (2) 2X8 BEAM <br />2x LET -12 ST 2 ST <br />STRING <br />I J\ . , <br />(8)10d (0.148'x3') NAILS SOLNM <br />STRING <br />D, <br />CP <br />FINI HED GRADE FINI HIED GRADE FINI HED GRADE TO WOOD FRAMING OR 2XI 2 STAIR 2X12 STAIR <br />PER ARCH. STRING PER ARCH. STRINGER <br />MONOLITHIC FND., SEE MONOLITHIC FND., SEE MONOLITHIC FND., SEE (3)1/4.2-3/4* CONCRETE PLANS 2x LED ER (2) 2X8 BEAM <br />STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR SCRE LAB ATTACGER To PLANS <br />WIDTH, DEPTH. & REINF. RED. STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. RED. A 2AX HED <br />.. HEADER <br />WIDTH, DEPTH, & REINF. RED, (2) <br />2X6 FLOOR JOISTS <br />0 16'0 C. TO BEAM <br />�/ LUS2S HANGERS <br />TTUL 2 STORY W&L SECMN 11/01/2023 TMUL I STORY W&L SECMN 11/01/2023 1 STMY WAL SE00N 11/01/2023 &Tffl�Ck STAIR DETAILS 11/12/2021 <br />WSG-041 STO" VZ'010 WSM-020 0. <br />ORDFieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: 0 <br />29349 <br />13 1BRAHEM E <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE STAT <br />A RID <br />P.E.# 86025 <br />06/20/2024 AIL <br />DATE <br />j! Z <br />2 <br />E & <br />5 2 <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, Ml 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />z <br />> <br />C40) <br />C) <br />U <br />EQ <br />01 <br />L <br />DRAWN B <br />VERSION: S.:0] <br />SHEET NAME <br />DETAILS - <br />misc. <br />SHEET # <br />S4.3.1 <br />J_ <br />