Laserfiche WebLink
EXTERIOR WALL SHEATHING <br />SHEATH ING <br />NAL <br />PANELEDGE <br />FIELD <br />BLOCKING <br />REQUIRED (MIN.) <br />SIZIE <br />I NAILING <br />SPACING <br />REQUIRED <br />7/16" <br />SHEATHING <br />- <br />3'0.C. <br />I <br />12'O.C. <br />ALLEDGES <br />PANELEDGENAILING <br />NOTE: PROVIDEBLOCKING <br />AT ALL SHEATHING EDGE$ S <br />AF �­ 7 <br />STRUCTURAL <br />SHEATHING <br />SINGLE NAIL EDGE SPACING] <br />1/2S <br />DOUBLE NAIL ED E SPACING <br />STUD SPACING 2X4 BLOCKING <br />PER PLAN SHEATHING SPLICE - SAME <br />NAILING THICKNESS AND STRENGTH AXIS <br />PER PLAN ORIENTATION AS WALL SHEATHING <br />EXTERIOR WALL SHEATHING <br />SHEATHING 1 <br />NAIL <br />��NEL EDGE <br />FIELD <br />cKING <br />REOUIRED JMIN.� <br />S. <br />. LING <br />PACING <br />IS <br />REQUIRED <br />I 8d <br />1 3' O.C. <br />12"O.C. <br />ALLEDGES <br />SH7"6'., <br />EATHI <br />S <br />STRUCTURAL SHEATHING <br />318' <br />FIELDNAIUNG, <br />SINGLE N IL <br />[1EDGE SPACING <br />PANELEDGE <br />NAILING <br />INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: <br />'.. P.T.BUCKTO 2KORGREATERB"M <br />1xWOOD MASONRY MASONRY <br />Ix P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS . 2 <br />ATTACH �/r NAILS @ 4" 1/4— 1/4wx4'MASONRY <br />ATTACH FROM ENDS AND 12'0.C. SCREWS @ 4' FROM ENDS <br />WINDOW PER REMAINDER. ATTACH AND 12'0.C. REMAINDER. <br />FLORIDA WINDOW THRU BUCK INTO /1 1/4"EMBEDMENT <br />PRODUCT <br />MASONRY PER FLORIDA <br />RRIGOAL PRODUCT APPROVAL <br />PhVI%R ELEVATION <br />S' 12/17/2021 <br />,�)TYPICAL MNWW ATTACHMEW DETAIL <br />i4 Ts. W3; 140 <br />WOOD BUCK ATTACHMENT: <br />INT. FINISH <br />2X OR GREATER SLICI(TO MASONRY <br />1xWOOD <br />BUILT-UP THICKNESS < 2 1/4' = 1/4x4' <br />2x P.T. BUCK <br />MASONRY SCREWS C& 4� FROM ENDS <br />AND 12'0 C. REMAINDER./ 1 1/4' <br />ATTACH DOOR PER <br />EMBEDMENT <br />FLORIDA PRODUCT <br />tpE <br />APPROVAL <br />ALTERNATE: <br />IxCUSTOM PTBUCKTO MASON <br />MATCH FRAME WIDTH, ATTACH w/ <br />BRICK <br />'K <br />01" <br />A] <br />N LS C& 4' FROM ENDS AND 12' D.C. <br />MOLD <br />1 FINISH R <br />grL ELEVATION <br />REMAINDER. ATTACH DOOR THRU <br />BUICK INTO MASONRY PER FLORIDA <br />PRODUCT APPROVAL <br />-'\TYPICAL SHEATHING DERIL 11/01/2023 END SHEATHING DETAIL 11101/2023 7TYPICALDWOOR ATTACHMENT DETAIL 11/01/2023 <br />_f W02 qV - _jCAL <br />WGW-010 NOT TO SCALE W�� 020 Wa; 150 <br />EYE— - <br />COMMON WALL, <br />ITYP.) 8 x 8 x 16 CMU TOPND BEAM <br />WEAVE BLOCK COURSES E�VEMI ER PLAN <br />OTHER BLOCK (rYP.) C& EVERY <br />BLOCK TEE INTERSECTION REBAR PER <br />-3 PLAN <br />[lie <br />TYPICAL CMU INTEFISECTION DETAIL 11/01/2023 <br />WGM-182 <br />0`0' <br />#5 REBAR, 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" . 5' CLEAN OUT AT <br />ALL FILLED CELLS <br />SEE FOUNDATION PLAN <br />AND DETAILS FOR <br />FOOTING REINFORCING. <br />ROLUGH OPENING <br />.ff_OW <br />PRECAST UNTELS <br />FILLED WITH GROUT <br />MITER LINTELS BY <br />FIELD CUTTING <br />#5 REBAR IN VERTICAL <br />GROUT FILLED CELL <br />#SCORNER DOWELS INSIDE <br />AND OLFTSIDE OF VERTICAL <br />#5 BAR AS SHOWN <br />REINFORCED RUED CELL DETAIL 11101/2023 &0 �DEG. CMMNRDErAIL w/ CMUMN BEL 2/28/2022 <br />wi I.— - <br />E�1407` TO SCALE WGM-190 W�;-250 <br />EXIERIOR CMU WALL <br />GARAGE DOOR AND <br />TRACK INS LUED PER <br />TA <br />MANUFACTURERS <br />SPECIFICATIONS. <br />- — 2X6 WOOD BUCK ANCHORED <br />TO CMU -/ 1/2'. 6"L* BOLTS <br />OR 5/8' x 6* SIMPSON TITEN <br />HD'S * 2' WASHERS AT 24" <br />STRUCTURAL SHEATHING. <br />STRUCTURAL SHEATHING. REFER <br />REFER TO STRUCTURAL SHEETS <br />TO STRUCTURAL SHEETS FOR <br />FOR NAILING & OTHER RED. <br />NAILING & OTHER RED. <br />INSULAT10N 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 />PM. <br />REFER TO TRUSS MANUR DWG <br />ASPHALT ROOF SHINGLE <br />' <br />E Z;V. <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />T LISS STRAPPER <br />SR <br />TRUCT. DETAILS <br />FASCIA PER COMMUNITY SPEC. <br />FASCIA PER <br />COMMUNITY PEC. <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 />LEL PER PLAN <br />SEE STRUCT. FOR <br />:E <br />ALL REINF . REG, <br />STRUCT. FOR <br />ALL REINF. RED. <br />INTERIOR EXTERIOR INTERIOR EXTERIOR <br />SEE STRUCT. DETAILS SEE STRUCT. DETAILS <br />F VARIATIONS FOR VARIATIONS <br />OR <br />109-0" FIN. FL V. -0' FIN. FL. <br />IN.' <br />FINISHED GRADE FINISHED GRADE <br />ON <br />mC MONOLITHIC FND., SEE <br />T.UCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. RED. <br />MONOLITHIC FND., SEE <br />S rT <br />TRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. RED. <br />E)7 <br />TYPICAL 1 STMY WALI. SECWN <br />TVICALL 1 IFTOW" WALL SECMN 11/01/2023 11/01/2023 <br />S02 <br />wz�-;i 0 WSM-020 <br />D.C. & WITHIN 6"OF TOP AND <br />FRAMETOBLICK] BOTTOM, OR 12) ROWS OF 1/4' <br />To MASO .3 <br />NRY I- MASONRY SCREWS @ 12' <br />O.0 . STAGGER ROWS 6' <br />EXTERIOR CMU WALL <br />CH <br />1/4'DRIVE-IN ANCHOR <br />OR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS % <br />SPECIFICATIONS. <br />FEMBED <br />I/? x 2 1/4'HILTI SLEEVE <br />I Ir x 2 <br />ANCH <br />ANCHOR OR EOUAL MIN. 1 1/2' <br />INTO MASONRY (1) PER <br />ETD <br />IMASONRY <br />BRACKET <br />�DLIW�IEMRAITAIIIW. <br />�1110112.23 <br />\,__/NOT TO SCALE <br />WGM-160 <br />1000 Fieldstone <br />0 <br />C.O.A.# AIRCHITECURE: <br />AA26002802 <br />C.O.E.# ENGtNEERING: <br />29349 <br />13 IBRAHEM ELAYEB, P�_ <br />RE.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <br />DATE <br />S1 <br />r�ATE O�4 <br />III, x <br />.26 <br />t <br />"E <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 />ZA <br />0 <br />Z <br />LU <br />all <br />0 <br />C) <br />:�'-: <br />< i:� <br />0 <br />17- <br />U <br />w <br />W) <br />cc <br />fq <br />0 <br />00 <br />w <br />en <br />0 <br />f- -I <br />DRAWN BY: I FAE <br />VERSION: 5.0] <br />SHEET NAME <br />DETAILS <br />WALL <br />SHEET * <br />S4.2 <br />