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ELEVATION <br />VARIES <br />5V METAL ROOF PAN�LS <br />80 & WL;P. ON 15/32 OSB <br />OOD <br />SIMPSON HETA20 <br />H U RRICANE -ANCHOR <br />METAL MOISTURE BARRIER <br />METAL DRIP EDGE <br />ALUM. <br />0 <br />F= <br />LH <br />U.1 <br />Lu CEMENTITIOUS COAT FINI! <br />Uj <br />TYPE *S" MORTAR <br />U.1 <br />M: <br />0 <br />Z <br />M <br />0'-0" F.F. ELEV. <br />20 <br />(14 <br />VARIES <br />-SEE WALL SECTION <br />HETA 20 OR SIMILAR <br />ELEVATION <br />VARIES <br />STUCCO/0, <br />0'-0" F.F. ELEV. <br />*C-4 <br />VARIES <br />0. <br />2� <br />30- <br />16 <br />PRE-ENGINE�RING WD. <br />TRUSS 0 24 O.C. <br />12" <br />VARIES <br />INSUL BAFFLES <br />AT EAVES <br />R38 INSULATION <br />-,,ZLL±LELN��ER <br />8" X 8" KNOCKOUT BLOCK <br />W/1 5 CONT. , FILLED W/2000 <br /># 5 BAR CONT FROM FOOTER TO <br />BOND BEAM W/ STD 0 ea END <br />5LL PLAN5 I­UR LOGAII <br />LAP SPLICE = 25" <br />-�8' X 8" X 16" CONC. BLOCK <br />2" X 2* PT WD FURRING 0 24" D.C. <br />R4.0 MIN. INSULATION ON <br />EXT. BLOCK WALLS <br />L <br />BASE BOARD <br />4",T.�ICK 3.000 P.S.I.ICONC. SLAB W/ <br />NF1 0 NG FIBER MESH OR 6X6 1.4 x 1.4 <br />N 6mm VAPOR BARRIER LAPPED 6 <br />AND TAPED OVER CLEAN COMPACTED TERMITE <br />TREATED FILL <br />2.#M5, REBAR CONT, <br />3 N. COVER <br />112" X 4" PT NAILER <br />8- X 8- U BLOCK W11 <br />-CONT. & FILLED WITH <br />STUCCO <br />NC. BLOCK COLUMN <br />W #5 R. FROM FOOT <br />711.1 BEAM <br />T <br />C. BLOCK COLUMN <br />W 2 #5 R. FROM FOOT <br />C7 <br />2 <br />T TIE BEAM <br />4- T�ICK 3,000 P.S.I.�CONC. SLAB W/ <br />�G FIBER ME H OR 6X6 1.4 x 1.4 <br />WWF ON 6mm VAPOR BARRIER LAPPED 6 <br />AND TAPED OVER CLEAN COMPACTED TERMITE <br />TREATED FILL <br />IN <br />ELEVATION <br />VARIES <br />5V METAL ROOF PAN�LS <br />80 �N 15/32 OSB <br />FpT49b <br />SIMPSON HETA20 <br />HURRICANE ANCHOR <br />METAL MOISTURE BARRIER <br />METAL DRIP EDGE <br />z <br />0 <br />< <br />U-1 <br />w <br />W <br />M <br />F <br />CEMENTITIOUS <br />-0 <br />0' F.F. ELEV. <br />12" <br />VARIES <br />INSUL. BAFFLES <br />AT EAVES <br />---__L8 DRYWALL <br />C#J- - <br />17, � _'_' 2" X 4e" �PT' NAILER <br />8* X S* KNOCKOUT BLOCK <br />VARIES W/11#5 CONT. FILLED W/2000 <br />P.S.I. CONC. <br />VARIES <br />rFFIT <br />X2 " PT FURRING <br />�-SOFFIT �20 X2" PT FURRING <br />X <br />2" X 4" PT NAILER <br />P ST LI L <br />8' PRECAST LINTEL <br />ALUM. WINDOW <br />SEE DWG. FOR ANCHORAGE <br />MARBLE SILL <br />CONIC. SILL <br />2" X 2" PT FURRING <br />R4.0 MIN. INSULATION ON <br />EXT. BLOCK WALLS <br />1 1 2* DRYWALL <br />2" X 4" PT BASE NAILER <br />Z BASE BOARD <br />--'- ­ j <br />2 <br />BA <br />VARIES <br />16" <br />TRUSS ANCHOR & <br />rini ice /-rvm <br />8" THICK CONCRETE MASONRY UNITS <br />COMBINED TIE BEAM/ <br />LINTEL <br />2 1/2- ANCHOR BOLTS <br />USP NFM45 <br />"ED <br />'AM <br />3T <br />lumber. <br />TYPICAL BEAM TO C. M. U <br />WALL CONNECTION <br />i 1.4 <br />6 <br />TERMITE <br />FILL <br />15REBAR CONT. <br />1N. COVER <br />VERTICAL WALL CONT. REINF. <br />2 05 SLEIN�F. <br />Or" U0.1 I AD <br />U <br />C <br />CONTINUITY REINFORCEMENT <br />#5 STID 90 DEG. HOOK <br />AC' <br />#5 R[ <br />Lei <br />U5PTA20 <br />COLUMN <br />C <br />Ukto*h"O& <br />OK <br />COLUMN <br />AM <br />4- 1,11ICK 3,ODO P.S.L�CONC. SLAB W/ <br />W/ 1 1-02 FIBER ME H OR 6X6 1.4 � 1.4 <br />WWF ON .6 VAPOR BARRIER LAPPED 6 <br />AND TAPED OVER CLEAN COMPACTED TERMITE <br />CL TREATED FILL <br />z 4 <br />a <br />Ld , C-4 <br />0'-0" �.f. ELEV. <br />7 30" 4 REBAR EACH WAY <br />COLUMN SECTION <br />W/ PRECAST LINTEL <br />PROVIDE 12" MIN. <br />SOIL COVER OVER <br />ALL EXTERIOR <br />FOUNDATIONS. <br />INTERIOR BEARING WALL <br />AT GARAGE <br />H2.5 SIMPSON OR HCDP U.S.P. <br />INSULATION <br />PARTITION WALL <br />H2.5 SIMPSON OR HCDP U.S.P. <br />TRUSS BOTTOM CHORD OR <br />2" X 4" BLOCKING W/ 2 INSU <br />16d TOE NAILS 0 EACH <br />END <br />"TRUSS BOTTOq CHORD OR 2X4 <br />DOUBLE P PLATE <br />ITO <br />BLOCKING W/ 16d TOE NAJLS 0 <br />U 'r <br />EACH END <br />NOTE: 2 - 16d NAILS 0 <br />IDLOUBLE TOP PLATE 24" O.C. OR EQUAL TO <br />H2.5 SIMPSON OR HCDP S.P. <br />TRUSS BOTTOM CHORD OR <br />BLOCKING CAN BE USED UN <br />R13 INSULATION LIEU OF SIMPSON STC <br />STRAP <br />2' X 4" STUD 0 16" O.C. <br />NOTE: <br />HIL11 1/2" 0 KWK BOLT 11 <br />W/ 8" MIN. EMBEDMENT MAY <br />BE USED IN UELI OF <br />(1) ROW 2X4 BLOCKING 0 MID HGT. FOR WALL <br />ANCHOR BOLTS. <br />HGT. < 8' - 6-. (2) ROWS 2X4 BLOCKING 0 <br />3rd PTS FOR WALL HGT. > 8' 6". <br />1/2" DRYWALL <br />1/2" 0 X 8' ANCHOR BOLT 0 21' O.C. <br />W/ 2-0 X 3/16- PLATE WASHER <br />H2.5 SIMPSON OR HCDP U.S.P. <br />2" X 4" PT PLATE <br />6 X 6 W1.4 X W1.4 <br />OR FIBER MESH <br />7 * - �.- <br />4 <br />4' <br />PROVIDE C-4 <br />12" MIN. <br />SOIL COVER <br />OVER ALL <br />EXTERIOR <br />FOUNDATIONS. 2 5 CONT. *12" 4. <br />UWPRD�'&D. RELMEIM" MILL @ 93UFEP, <br />NOTE: <br />SIMPSON HETA20 0 EACH STUD NTH 16 - 10d X 1 - 1/2- MAY BE USED IN UEU OF <br />ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. <br />SIMPSON H2.5 ARE NOT REQUIRED W/ THIS ALT. <br />ER <br />COLUMN SECTION <br />W/ WOOD BEAM <br />INTERIOR BEARING WALL <br />H2.� SIMPSON OR HCDP U.S.P. INSULATION <br />2 X 4" TOP <br />PLATE <br />2" . X4" STUD 0 24" O.C. H2.5 SIMPSON OR HCDP U.S.P. <br />1/2" DRYWALL <br />PROVIDE HILT] X - CIF <br />NAILS OR EQUAL 0 12" <br />D.C. STAGGERED FROM BOT. <br />PLATE TO CONCRETE <br />2" X 4' PT PLATE <br />H2.5 SIMPSON OR HCDP U.S.P. <br />SPACE ANCHOR <br />BOLTS 6" MAX. FROM <br />END OF 2" X PLATE. <br />1 ! ... - . N 1-. <br />. <br />cli <br />AF' IIZ�4 <br />L , 4 <br />J�APPT G <br />LRM <br />IrE <br />4�Tl��ICKN(3,000f'.-9.1.)CONC.5LAF3 W1 <br />/ LO G f5ff ME51-i OP, GXG 1.4 x 1.4 <br />WWF ON Gmm VAPOR 13ARRIER LAPPED G" <br />AND TAPED OVER CLEAN COMFACTED'I EWITE <br />TREATED FILL <br />UWIPM�_�&[L EFT17RUM <br />HQ)H-MIRR�n]Ha WMILIL <br />MAXIMUM STUD SPACING <br />DOUBLE TOP PLATE <br />2" X.4;. STUD <br />0 6 C� <br />(1) ROW 2X4 BLOCKING 0 MID HGT. FOR <br />WALL HGT. < 8' - 6-. (2) ROWS 2X4 <br />BLOCKING 0 3rd PTS FOR WALL HGT. > <br />8' - 6'. <br />ONT* <br />8 �18 <br />STUD <br />LATERAL <br />SUPPORTING ROOF AND <br />SUPPORTING 1 FLOOR. <br />SUPPORTING 1 FLOOR, <br />SIZE <br />UNSUPPORTED <br />CEILING ONLY <br />ROOF AND CEILING <br />ROOF AND CEILING <br />STUD HEIGHT (FT.) <br />(IN) <br />(IN) <br />(IN) <br />2x4 <br />10 <br />24 <br />16 <br />- <br />3x4 <br />10 <br />24 <br />24 <br />16 <br />2x5 <br />10 <br />24 <br />24 <br />- <br />2x6 <br />10 <br />24 <br />24 <br />16 <br />1/2- 0 X 8- ANCHOR BOLT 0 24- O.C. <br />W/ 2' 0 X 3/16- PLATE WASHER (TYP.) <br />2" X 4* PT PLATE <br />E <br />8 <br />CN <br />4 0 LO <br />W LL V! Uj <br />01!4 CL CV) <br />T­ <br />CO <br />Cc <br />L_ 0 <br />co <br />E <br />PEAR Engineering <br />Design Service, L.L.C. <br />THISDOCUMENT AND ALL INFORMATION, <br />w <br />DESIGN,CONCEPTS DRAWINGS, DETAILS, <br />SPECIFICATIONS AND GENERAL NOTES <br />CONTAINED HEREIN ARE THE EXCLUSIVE <br />PROPERTY OF "PEAREDS" <br />IT SHALL NOT BE COPIED OF TRANSMITTED <br />IN ANY FORMS OR BY ANY MEAN ELECTRONIC, <br />MECHANICAL INCLUDING RECORDING <br />PHOTOCOPYING, INFORMATION STORED & <br />RETRIEVAL SYSTEMS STRICTLY WITHOUT <br />THE APPROPRIATE PRIOR WRITTEN PERMISSION <br />PEAR EDS, LLC. THIS DRAWING SHALL BE USED AS A <br />REFERENCE DOCUMENT AND WORKING INSTRUMENT <br />ONLY BY AUTHORIZED PERSONNEL. <br />Engineer of Record <br />21 -0 <br />Martin Arache Mori PE # 80085 <br />_117 <br />IN w <br />r <br />w <br />N <br />U_ <br />0 <br />Nil <br />0 <br />AO <br />rVII <br />pq <br />U) <br />0 <br />Uj <br />r ok z <br />0) <br />0 <br />LIJ <br />0 <br />w <br />['%_ <br />0- <br />DRAWN BY: AY <br />DATE: <br />5/10/2023 <br />SCALE: 1/4"=l' <br />FILE NAME: GONZALEZ-RESIDENCE <br />REVISIONS: <br />NO. <br />DATE <br />DESCRIPTION <br />BY <br />DRAWING TITLE: <br />DETAILS 1 <br />WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE <br />OVER SCALE DIMENSIONS. CONTRACTORS SHALL <br />VERIFY AND BE RESPONSIBLE FOR DIMENSIONS <br />AND CONDITIONS OF THE JOB <br />DRAWING NO.: SHEET NO.: <br />4 <br />SET TOTAL SHEETS: <br />4/7 <br />