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74'-7 1/4" Y2" BETWEEN FACE 36'-8 3/4" 14'_0" 23'-10 1/2" 01 Y" BETWEEN FACE OF STUD (F.O.S.) 11 2'-5 3/4" 10'-0 1/2" R.O. 2'-5 3/4" 2'-6" S-4 1/8" 10'-0 1/2" R.O. S-4 1/8" 2'-6" 9'-0" 2'-6" 2'-3 3/4" 5'-0 1/2" R.O. 2'-4 1/8' 3'_6" 7'-2 1/8" 3'_6" OF STUD (F.O.S.) & FACE OF CURB & FACE OF CURB (F.O.C.) TYPICAL U� N � 0; 3" 8'-6" R.O. 3" vi L=16'-3 1/4" N �N (F.O.C.) TYPICAL 6 F.O.S. �rFil6�6 �D�N o � k �°� L 1 `` 6�6 Architecture / Development 16 6F6 `�� F.o.s. 14901 Quorum Drive D<Nl JIM 04 N (V Suite 300 F.o.s. 6�0 D�tk 6�6 6k6 �ot N ^ o Dallas Texas 75254 I �I �I �p�11 M S, I Ph: (972)239-8884 X. 1 C� M Sc�� T sFax:(972)239-5054 L=7'-9 7/8" 1'-10" 8'-2" ISSUE RECORD DATE DESCRIPTION URBAN PROTOTYPE DESIGN x 10-22-2018 ISSUED FOR PERMIT I 0 C. C. II `O N U I N N 00 14- NOTE: HOLD-DOWN CONNECTOR BOLTS INTO WOOD 1 GENERAL CONTRACTOR SHALL CONTACT FRAMING REQUIRE APPROVED PLATE WASHERS; AND " N LOCAL SIMPSON TIE FIELD REPRESENTATIVE T TO DEMONSTRATE STRONG WALL HOLD-DOWNS SHALL BE FINGER TIGHT AND N 'Oio S 8 I WRENCH TURN JUST PRIOR TO COVERING THE WALL N F T. INSTALLATION AND INSPECTION FOR FRAMING. CONNECTOR BOLTS INTO WOOD FRAMING 7 SD2 COMPLIANCE TO MANUFACTURERS REQUIRE STEEL PLATE WASHERS IN ACCORDANCE WITH (LOW) SD7 RECOMMENDATIONS PRIOR TO CONCRETE TABLE 2305.5 OF LA BUILDING CODE. gPG�pS F.O.S. PLACEMENT. TEL: 800-999-5099 �S �G S�� 6 REVISION RECORD I 2 3/4" F.O.S. 6 GP M 2'-5" 04_ I N <V CV 3'-0" 1 S�1 F.O.S. 6 SD7 LOW N M p 01 I I Cn �., L=30'-11 3/4" o I 3 SDl TYP ® 100 12-7" SHIM ROUGH "T 2' 0„ onald K, 6k6 INT. WALL o 6k8 OPENING AS LOTYP M i �' ° 6�6 �0� �Sc�6�� REQUIRED ( I ) - oberts U8 I M00 1 • 3„ N c l 1 F.o.s. iLO L 9'-3 3/4" 20'-1" 7'-4" I 18'-4" " 1'-7" 8'-9 1/2" 3'-0" 2'-2" 7„ \b LO LOAssociates, Inc. \ ,r, Consulting Engineers R.O. O 1 S-9 r1/2" oC14 ' 2948 N. Stemmons Freeway 10 Ln F.o. S. I M Dallas, Texas 75247-6103 T _ N 6 Phone: (214) 637-6299 00 N T Fax: (214) 637-6997 www.rara.net O 00 _00 0O o 12 o PROFESSIONAL SEAL SD5 (SIM.) 1 SD7 coco I �OQ�IOFESS p M 6 (LOW) F.O.S. 3'-0 1 6 �`� 6�6 1 ZI �' R.O. o.041650 u' N 7 2 2'-101/4" 9'-9 1/2" 01 5-1 3/4" 5-1 3/4" 01 3'-81/2" 3'-71/2"el I U 0 Exp.12/31/fq SHEARWALL SHEATHING SS sf civic `� 0O O REF. 1/S7.0 FOR PLACED ON THIS SIDE AND M 9jf OF CA\ FASTENED W/ #12 TEK 1 POTATO SHELVING \ O SUPPORT 00 SCREWS PER SCHEDULE ib - a 6 \ (D ao y0�/ Cn I I N 5-3 1/8" S-41/2" . 4'-4 1/2" S-4 1/2" 7'-8 1/4" S-4 1/2" S-0 1/8" S-4 1/2" cis O V C S01 DO cv 4 7 8" 0 0 GP TYP. 1 i� SHEARWALL SHEATHING °O \ PROTOTYPE VERSION r PLACED ON THIS SIDE x o5 5 1/2 U') 00 o N URBAN DESIGN rn o \ \ 3'-9 1/2" J5 10'-9 1/8" 11'-0 3/4" 8'_5" 00 17'-6 1/4" PROJECT NAME 1` IN-N-OUT `'`� 6�6 BURGER U C p \ • O O • I I Q\e�' `o F.O.S. T CD F.O.S. S2 LATHROP D 5-1 1/2" 01 4'-8 1/8" 3'-6 3/4" 10'-6° CALIFORNIA Y" BETWEEN FACE L=31'-1 7/8" 0 40 OF STUD (F.O.S.) Q & FACE OF CURB cliQ (F.O.C.) TYPICAL U_ � � V5 ui 0- 3'-6" 14'-10 1/4" 3'_g" 14'-10 1/4" 3'-6" LI:o 01 16'-0" 13'-10 1/8" 16514 GOLDEN VALLEY PKWY LATHROP, CA 95330 0 40'-2 3/8" 16'-7 1/4" 24'-9 5/8" I iL2 N 81'-7 1/4" 15-0" 2 U NOTE: MECHANICALLY DRIVEN NAILS USED IN WOOD SHEARWALLS SHALL MEET THE 66 NN 2' 0" 4'-0 1/2" SAME DIMENSIONS AS THAT REQUIRED FOR HAND DRIVEN NAILS, INCLUDING DIAMETER, NoNmOUT N (T P) �p MINIMUM LENGTH, AND MINIMUM HEAD SS�1`L�1G SSARE DIAMETER. AC TACLIPPED HEAD OR BOX NAILS \BURGER NOTE. WALL PLAN GOD BLESS AMERICA 3 N PLAN SCALE- 1/4•.1'-0• DIMENSIONS ON THIS SHEET ARE F.O.S. U.N.O. NORTH 0 o WALL NOTES LEGEND SHEARWALL SCHEDULE co o PROJECT NUMBER NO. OF NAIL SPACING (5,6) BLKG. © PNL. SILL PLATE HEADED ANCHOR 4. ALL FRAMING MEMBERS AT ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3x NOMINAL WHERE 180641.001 1. ALL EXTERIOR WALLS SHALL BE 2x6 DF#2 OR SP#2 STUDS 16" TYPE PLYWOOD (1) NAILS ARE SPACED 4" O.C. OR LESS, OR TWO 2x NOMINAL MEMBERS FASTENED TOGETHER. NAILS SHALL 1 DETAIL REFERENCE DESIGNATION f INDICATES WALL SIDES EDGE INTERIM. EDGES (2) (P.T.) BOLTS (7) BE STAGGERED WITH Y" EDGE DISTANCE. O.C., U.N.O. SEE PLANS & DETAILS FOR LOCATION. FOR BOLT SPACING SD2 " SHEET TITLE & REQUIREMENTS AT SHEAR WALLS, SEE SHEARWALL SCHEDULE. FOR DETAIL SHEET NUMBER 15/32 STRUCT. 1 ONE 6 12 2x 2x 5/"� 32" O.C. 5. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 O.C. ON OTHERS COMPLY WITH GENERAL NOTES SECTION J.13. EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING WALL PLAN f INDICATES CMU BLOCK WALL 2 15/32 STRUCT. 1 ONE 6 12 - - 5/"O @ 32" O.C. SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 2. "L" INDICATES MINIMUM EFFECTIVE SHEAR WALL LENGTHS (CENTER OF b -N) 3 15/32 STRUCT. 1 ONE 6 12 2x 2x W10 @ 32" O.C. 6. MINIMUM SIZE OF PLYWOOD NAILING SHALL BE 10d COMMON NAILS WITH 1Y2" MIN. PENETRATION. N HOLDOWN TO THE OTHER EDGE OF THE PANEL). P INDICATES WOOD POST GALVANIZED NAILS SHALL BE HOT DIPPED OR TUMBLED. Q WITH BASE TYPE. f INDICATES METAL STUD WALL 4 15/32 STRUCT. 1 ONE 6 12 3x 3x 5/"O @ 32" O.C. 7. A. HEADED ANCHOR BOLTS SHALL HAVE SIMPSON BP 5/-3 BEARING PLATES TIGHTEN THE NUTS PRIOR TO COVERING WALL 3. FASTENERS FOR PRESSURE-PRESERVATIVE TREATED WOOD SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED, PER 2016 CBC. 15+� s 32 STRUCT. 1 ONE 6 12 2x 2x 5/"O @ 32" O.C. B. STANDARDLY IMMEDIATELHOOKED ANCHOR BOLTS OF THEMSAME SIZE AND SPACING MAY BE SUBSTITUTED IN PLACE � J / X� INDICATES WOOD POST WITH HOEDOWN TYPE REF. 0 4. VERIFY OPENING SIZES W/ ARCHITECTURAL PLANS. OF HEADED BOLTS SIMPSON BP %-3 BEARING PLATES MUST BE USED. f INDICATES SHEAR WALL 1. PLYWOOD GRADE SHALL BE APA RATED SHEATHING, 5 PLIES, SPAN RATING 3�6 EXTERIOR EXPOSURE 1. PANELS SHALL BE C. REF. 1/SD7 FOR ALTERNATE ANCHORING OF METAL STUD SHEAR WALL. N 3/SD2 AND 9/SD2 APPLIED DIRECTLY TO FRAMING EITHER HORIZONTALLY OR VERTICALLY. ORIENTED STRAND BOARD (OSB) IS AN ACCEPTABLE 8. HOLDOWN HARDWARE MUST BE SECURED IN PLACE PROP TO FOUNDATION INSPECTION. SHEET NUMBER N 5. REFERENCE S1.1 FOR SPECIAL INSPECTION REQUIREMENTS. SUBSTITUTE. FOR WALL SHEATING USED AS SUBSTRATE FOR STUCCO EXTERIOR FINISH SEE APA DATA FILE Q370 FOR WOOD 9. BOLTS HOLES IN WOOD POST FOR HOLDOWN STUD BOLTS SHALL BE OVERSIZED Y6" MAX., TIGHTEN BOLTS 66 STRUCTURAL PANEL RECOMMENDATIONS. IMMEDIATELY PRIOR TO COVERING WALL FRAMING. USE PLATE WASHERS AS NOTED ON FOOTNOTE 7A. 6. REFERENCE 15/SD1 AND 16/SD1 FOR NOTCH AND HOLE LIMITATIONS 1 2. ALL EDGES OF PLYWOOD PANELS SHALL BE BLOCKED. Y" GAP SHALL BE PROVIDED BETWEEN PANELS. 10. SEE 3/SD3 FOR SHEAR WALL ELEVATION. DENOTES SHEAR WALL WITH LENGTH, SEE SCHED. 11. ALLOWABLE SHEAR IS PER NDS SDPWS TABLE 4.3A. IN STUDS, TOP PLATES, JOISTS AND LEDGERS. L< J—_ 3. ALL FRAMING MEMBERS SHOULD BE 2x6 #2 DOUGLAS FIR-LARCH OR #2 SOUTHERN PINE @ 16 O.C. TYP. U.N.O. S2ml L=10'-0" 12. ALL BOLT HOLES SHALL BE DRILLED Y32"416" OVERSIZED (12.1.3.2 '15 NDS) co U LU O o_ X