Laserfiche WebLink
EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAI L <br />PA.N.EL ED13T <br />FIELD <br />BLOCKING <br />REOUIRED 'IN) <br />.. <br />SPACING <br />REQUIRED <br />7116, <br />3'O.0 <br />12"O.C. <br />I <br />ALLEDGES <br />SHEATHING <br />PANEL EDGE NAILING <br />NOTE: PROVIDE BLOCKING <br />AT ALL SHEATHING EDGES S <br />i;s <br />3/8' <br />STRUCTURAL <br />SHEATHING <br />SINGLE NAIL EDGE SPACING <br />a <br />112S <br />FIDOUBLE NAIL EDGE SP <br />jSTbDI ACING* 2X4 BLOCKING <br />SP, <br />PER PLAN SHEATHING SPLICE - SAME <br />.0 THICKNESS AND STRENGTH AXIS <br />R PLAN ORIENTATION AS WALL SHEATHING <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANEL EDGE <br />FIELD <br />BLOCKING <br />REQUIRED (MIN <br />SIZE <br />MAILING <br />SPACING <br />I I <br />REQUIRED <br />7/16' <br />ad <br />3'QC. <br />12, D.C. <br />1 <br />1 ALL EDGES <br />SHEATHING <br />S <br />3/Ir <br />STRUCTURAL SHEATHING <br />FIELD MAILING, <br />7P. <br />P <br />I <br />PANEL EDGE <br />NAILING <br />INT. FINISH WOOD SUCK ATTACHMENT: ALTERNATE' <br />IxCUSTOMP T. BLOCK M ft OR GWATIER BLICK M <br />IxWODD MASONRY MASONRY <br />1x P7. BUCK MATCH FRAME WIDTH, BU!LT_UP THICKNESS , 2 <br />I �X41' <br />ATTACH *r NAILS 0 1/4 - 114 MASONRY <br />ATTACH PER FROM ENDS AND 12'O.C. SCREWS 9 4' FROM ENDS <br />WINDOW REMAINDER ATTACH AND 12'O.C. REMAINDER. <br />FLORIDA WINDOW THRU SUCK INTO 1 1/4'EMBEDMENT <br />PRODUCT MASONRY PER FLORIDA <br />ANWAL PRODUCT APPROVAL <br />NtIMR ELEVATION <br />8 ,)lMMWMATTXWWDETA1L 12/17/2021 <br />NTS W�J;._I 40 <br />WOOD BUCK ATTACHMENT: <br />INT. FINISH <br />Z(OR FIEATER8=TOMA9ONRY <br />I <br />I. WOOD <br />BUILT-UP THICKNESS � 2 1/4' = 1/4x4 <br />2x P.T. BUCK <br />MASONRY SCREWS 0 4'FROM ENDS <br />AND 12'O.C. REMAINDER .11 1/4' <br />A ACH DOOR PER <br />TT I <br />EMBEDMENT <br />FLORIDA PRODUCT <br />tpE <br />APPROVAL <br />ALTERNATE <br />Ix CUSTOM PT B" TO MA90NRY <br />MATCH FRAME WIDTH, ATTACH W 'r <br />BRICK <br />�SH <br />NAILS @ 4' FROM ENDS AND 12- O.C. <br />M LD <br />REMAINDER. ATTACH DOOR THRU <br />F INII R <br />BUCK INTO MASONRY PER FLORIDA <br />ELEVATION <br />PRODUCT APPROVAL <br />(F IWWA SHEATHING DETAIL 11/01/2M (GABLE END SHEATHING DETAL 11/01/2023 &T-AL M TAIL 11/0112023 <br />n, <br />1 � — 02 <br />N <br />Q� TO SCALE WGW-010 NO_� TO SCALE WGG-020 WGM-150 <br />COMMON WALL <br />gyp) 8 x 81 x 16 CMU <br />WEAVE BLOCK COURSES EVERY <br />OTHER BLOCK (TYP.) (P EVERY <br />n3 PLAN <br />BLOCK TEE INTERSECTION REBAR PER <br />A L40! <br />ow <br />WPM Cmu INTERSEM DETAIL 11/01/2023 <br />R <br />K�7 WGM-182 <br />�T.O. BOND BEAM <br />PER PLAN <br />#5 RESAR. CONT <br />IN BOND BEAM <br />BOND BEAM <br />PER PLAN <br />#5 REBAR HOOKED <br />DOWEL <br />#5 REBAR VERTICAL <br />IN SOLID FILLED <br />CELLS, (SEE PLAN) <br />#5 REBAR HOOKED <br />DOWEL <br />3' x 5' CLEAN OUT AT <br />ALL FILLED CELLS <br />SEE FOUNDATION PLAN <br />AND DETAILS FOR <br />FOOTING REINFORCING. <br />ROUGH OPENING <br />6ELOW <br />PRECAST LINTELS <br />FILLED NTH GROUT <br />MITER LINTELS BY <br />FIELD CUTTING <br />#5 REBAR IN VERTICAL <br />GROLrr FILLED CELL <br />#5 CORNER DOWELS INSIDE <br />0 AND OUTSIDE OF VERTICAL <br />z <br />21 #5 BAR AS SHOWN <br />0 <br />90 DEG. MR DUAIL w/ MILLIMIN BEL <br />�TYPM WOM RUE ML DUAIL 11101/2023 212812022 <br />sCAUE W3� 190 WGM-250 <br />EXTERIOR CMU WALL <br />GARAGE DOOR AND <br />TRACK INSTALLED <br />M U IEFI�S <br />AN FACTU <br />SPECIFICATIONS. <br />INTERIOR <br />STRUCTURAL SHEATHING. <br />STRUCTURAL SHEATHING. REFER <br />REFER TO STR UCTURAL SHEETS <br />TO STRUCTURAL SHEETS FOR <br />FOR NAILING & OTHER RED. <br />NAILING & OTHER RED. <br />INSULATION AS PER SPEC. <br />INSULATION AS <br />PER SPEC <br />PRE-ENGINEERED ROOF TRUSSES <br />PRE-ENGINEERED ROOF TRUSSES <br />REFER TO TRUSS MANUF DWGS <br />12 <br />REFER TO TRUSS MANUF DWG <br />ASPHALT ROOF SHINGLE <br />��MEV. <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER COMMUNITY SPEC <br />COMMUNITY PEC <br />kj FASCIA PER <br />SOFFIT& OVERHANG <br />SOFFIT & OVERHANG PER SPEC <br />PER SPEC. <br />BOND BEAM PER PLAN <br />BOND BEAM PER PLAN <br />PRECAST LINTEL PER PLAN <br />OPENING / PRECAST <br />P—T <br />SEE STRUCT. FOR <br />:,.LL : <br />ALL REINF RED <br />FOR <br />ALL REINF RED <br />EXTERIOR <br />INTERIOR EXTERIOR <br />E' <br />SEE STRUCT. DETAILS <br />SEE STRUCT DETAILS <br />FOR VARIATIONS <br />FOR VARIATIONS <br />0 <br />FIN. FL. <br />I <br />Lr-9- FIN. FL <br />FINISHED GRADE <br />FINISHED GRADE <br />M ON <br />ONOLITHIC FND., SEE <br />MONOLITHIC FND.. SEE <br />ST. <br />ST UCTURAL DETAILS FOR <br />STIR CTURAL DETAILS FOR <br />U <br />W DTH. DEPTH & REINF REO <br />N" <br />WIDTH, DEPTH. & REINF. RED. <br />(S-- TY�CUSWWALLSEM...1110112123 11/01/2023 <br />01)��� STYPM 1 SWWALL, SEM <br />WSM-010 WSM-020 <br />2X6 WOOD BUCK ANCHORED <br />TOCMU.1 112'xV -Lu BOLTS <br />L <br />OR 5/8' x 6* SIMPSON TITEN <br />HDS / 2' WASHERS AT 24' <br />D.C. & NTHIN 6' OF TOP AND <br />FRAMMEATO BUC BOTTOM, OR (2) ROWS OF 1/4' <br />To SONRY .3' MASONRY SCREWS 0 12' <br />O.C. STAGGER ROWS 6' <br />EXTERIOR CMU WALL <br />114* DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK INSTALLED PER <br />MANUFACTURERS <br />M <br />SPECIFICATIONS <br />91. <br />1/2� x 2 1/4' HILTI SLEEVE <br />ANCHOR OR EQUAL MIN. 1 1/2* <br />9r . <br />EMBED INTO MASONRY(1) PER <br />[IFFIAMETO <br />IMASONRY <br />BRACKET <br />TWA GARAGE D" AlTAMMElff <br />11101/2023 <br />\�:�NO`� <br />TO SCALE <br />WGM-160 <br />1000 Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERINGi-- <br />29349 <br />E3 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />\01%j I I I I I I /I/// <br />FIX I N <br />STA E <br />OR101' <br />/11NAL <br />111111" <br />E E <br />Z S Z <br />15 2 <br />z E <br />& <br />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, FIL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />01� <br />C) <br />z <br />2 <br />F_ <br />Z� <br />u <br />_3 <br />N <br />L _j <br />DRAWN BY: I FAME] <br />F*00 <br />SHEETNAME <br />DETAILS - <br />WALL <br />SHEEr# <br />S4.2 <br />