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74'-7 1/4" Y2" BETWEEN FACE ol 36'-8 3/4" 14'-0" 23'-10 1/2" ol Y2" BETWEEN FACE OF STUD (F.O.S.) OF STUD (F.O.S.) & FACE OF CURB 2'-6" 2'-5 3/4" 10'-0 1/2" R.O. 2'-5 3/4" 2'_g" 3'-4 1/8" 10'-0 1/2" R.O. 3'-4 1/8"ol 2'-6" 9'-0" 2'-6" 2'-3 3/4" 5'-0 1/2" R.O. 2'-4 1/8' 2_6" 9'-2 1/8" 2'-6' & FACE OF CURB X. (F.O.C.) TYPICAL 0 3" 8'-6" R.O. St o L=16'-3 1/4" (F.O.C.) TYPICAL 0 0 0 0 y o �0 F.O.S. L LZ 1 `N Architecture / Development 6N F.O.S. z 14901 Quorum Drive N 6 6 Suite 300 �+ �+ +� +� SS Dallas Texas 75254 co 'F.O.S. 6�6 �p� 6�6 �p�1 �, �I �I ao Ph: (972)239-8884 1 N r) SS�72x,o Fax:(972)239-5054 L=7'-9 7/8" 5-6 3/4" 1'-10" 8'-2" ISSUE RECORD DATE DESCRIPTION z URBAN DESIGN PROTOTYPE co 7-10-2020 ISSUED FOR PERMIT 1 M I USE 3x6 STUDS 0 0 THIS WALL r of I I o C4 O N N U N 0 NOTE: HOLD-DOWN CONNECTOR BOLTS INTO WOOD GENERAL CONTRACTOR SHALL CONTACT FRAMING REQUIRE APPROVED PLATE WASHERS; AND M 0 LOCAL SIMPSON STRONG-TIE FIELD HOLD-DOWNS SHALL BE FINGER TIGHT AND Y2 N 110 s g 10 REPRESENTATIVE TO DEMONSTRATE STRONG N WALL INSTALLATION AND INSPECTION FOR 7 ( F WRENCH TURN JUST PRIOR TO COVERING THE WALL N SD2 � SSS FRAMING. CONNECTOR BOLTS INTO WOOD FRAMING M COMPLIANCE TO MANUFACTURERS (LOW) M RECOMMENDATIONS PRIOR TO CONCRETE REQUIRE STEEL PLATE WASHERS IN ACCORDANCE WITH SD7 OPG `' TABLE 2305.5 OF LA BUILDING CODE. 6 �0 S� F.O.S. PLACEMENT. TEL: 800-999-5099 S 6 N `" REVISION RECORD 2CD F.O.S. k6 6 GP SD6 2 3/4" Q 10-14-2020 z CITY COMMENTS 2'-5" � .1 ca 4 1/4" `v 2' 0" <V 04 3'-0" ( ) I� F.O.S. F z 6 SD7 LOW o THIS IS A LOAD-BEARING o `" ! NWALL. REF. S1.0 NOTE CV L=31'-3 1/4" J.13 FOR SILL PLATE o ao M 6 3 ATTACHMENT. 100 12'-7" SHIM ROUGHLo T onald 16 D o 6k8 OPENING AS 'U-) 10 M �' 0 6�6 �0� �Sc�y�� REQUIRED �,`�� oberts N CD M 9' LO -" N F.O.S. 3" I I I N -3 3/4" 20'-11'-7" 8'- 1/2" 3LO LO Associates, Inc. - 2 ' ,�, Consulting Engineers R.O. o I e- 3'-9 1/2" ;�, M 2948 N. Stemmons Freeway N Nx F.O.S. Dallas, Texas 75247-6103 z U-) N J 6% �_ x 2' 0" Phone: (214) 637-6299 C" SD6 "� (T)P•) www.rara.net 0 °° 0OI 12 °' o M ^ PROFESSIONAL SEAL (HIGH 3 - TYP. ® SD5 TYP.) 'i' 1 x o 0 0 I I SD1 INT. WALL SD7 N QpOfESs 2 (LOW) 'i � 9l M 6�6 F.O.S. 3'-0 M 7" R.O. USE 3x6 STUDS .041650 2'-10 1/4" 9'-9 1/2" 5-1 3/4" 5'-1 3/4" S-8 1/2" S-7 1/2" THIS WALL Sc��11� Exp.12/31/21lo J0 1 o SHEARWALL SHEATHING M 0 � N REF. 1/S7.0 FOR PLACED ON THIS SIDE AND o _ �, 9j eCA'14 f pF M _ POTATO SHELVING ALL INTERIOR FASTENED W/ #12 TEK 00 6k6 SUPPORT NON-BEARING SCREWS PER SCHEDULE \ M N M �/y o S-10 1/4" WALLS TO HAVE z V-2 1/4" %s 0 ANCHOR BOLTS ol N 48 O.C. (TYP) gPG pS N 5'-3 1/8" S-4 1/2" 7 4';41 2" 3'-4 1/2" 7'-8 1/4" 3'-4 1/2" 3'-0 1/8" S-4 1/2" �0\1c°G��1`�� 1'-0" F.O.S. R.O. �P �� TYP. 4 7 �8" % 16 GP' SHEARWALL SHEATHING 0 PLACED ON THIS SIDE z � PROTOTYPE VERSION 0 5 1/2" 1 b 6 U.2.61 I ol 9'.-4 5/8" 6,_5„ i N LO `n S-9 1/2" 10'-9 1 8' 11'-0 3 4' 0 17'-6 1 4" °O PROJECT NAME �5'- ' / / 8'-5" / i� 6�6 6�6 00 IN-N-OUT CD M0 C6 _ 6 BURGER co iv M O O X a I I Q�QF v F.O.S. 6 N NCr M F.o.s. SD2 T KT N Y2" BETWEEN FACE L=31'-1 7/8" 5'-1 1/2" 4'-8 1/8" 3'-6 3/4" 10'-6" CALIFORNIA Of Q OF STUD (F.O.S.) 11 1/4" & FACE OF CURB U_ (F.O.C.) TYPICAL a 0 2'_g" 16'-4 1/4" 2'_g" 16'-4 1/4" 2'-6" 15'-6" 14'-1 1/8" 5202 PACIFIC AVE 40'-2 3/8" 16'-7 1/4" 24'-9 5/8" o STOCKTON, CA 95207 ol $_ I 81'-7 1/4" 16'-0"ol 0 a NOTE: MECHANICALLY DRIVEN NAILS USED NIN WOOD SHEARWALLS SHALL MEET THE N N 2' 6" 3'-6 1/2" SAME DIMENSIONS AS THAT REQUIRED FOR HAND DRIVEN NAILS, NoNmOUT INCLUDING DIAMETER o (T P.)cli1�� MINIMUM LENGTH, AND MINIMUM HEAD �N�5x10 S� DIAMETER. CLIPPED HEAD OR BOX NAILS \BURGER® WALL PLAN SS S o ARE NOT ACCEPTABLE. GOD BLESS AMERICA N U N LO PLANSCALE 1/4•-1'-0• DIMENSIONS ON THIS SHEET ARE F.O.S. U.N.O. CD NORTH a 0 WALL NOTES LEGEND SHEARWALL SCHEDULE CD PROJECT NUMBER 1. ALL EXTERIOR WALLS SHALL BE 2x6 DF#2 OR SP#2 STUDS ® 16" O.C., N0. 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 190955 U.N.O. SEE PLANS & DETAILS FOR LOCATION. FOR BOLT SPACING & TYPE PLYWOOD (1) NAILS ARE SPACED 4" O.C. OR LESS, OR TWO 2x NOMINAL MEMBERS FASTENED TOGETHER. NAILS SHALL CD REQUIREMENTS AT SHEAR WALLS, SEE SHEARWALL SCHEDULE. FOR 1 DETAIL REFERENCE DESIGNATION SIDES EDGES (2) (P INDICATES WALL EDGE INTERIM. .T.) BOLTS (7) BE STAGGERED WITH Y" EDGE DISTANCE. OTHERS COMPLY WITH GENERAL NOTES SECTION J.13. SD2 DETAIL SHEET NUMBER >, 5. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON SHEET TITLE 15/32 STRUCT. 1 ONE 6 12 2x 2x %a 0 @32 O.C. EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING 2. "L" INDICATES MINIMUM EFFECTIVE SHEAR WALL LENGTHS (CENTER OF f INDICATES CMU BLOCK WALL 2 15/32 STRUCT. 1 ONE 4 12 - - 5/"� (� 32" O.C. SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WALL PLAN HOLDOWN TO THE OTHER EDGE OF THE PANEL). co+ J 6. MINIMUM SIZE OF PLYWOOD NAILING SHALL BE 10d COMMON NAILS WITH 1Y MIN. PENETRATION. P� INDICATES WOOD POST s 15/32 STRUCT. 1 ONE 6 12 2x 2x 5/"� (s� 32" O.C. GALVANIZED NAILS SHALL BE HOT DIPPED OR TUMBLED. N 3. FASTENERS FOR PRESSURE-PRESERVATIVE TREATED WOOD SHALL BE OF WITH BASE TYPE. 4 15/32 STRUCT. 1 ONE 6 12 2x 2x 5/"0 @ 32" O.C. 7. A. HEADED ANCHOR BOLTS SHALL HAVE SIMPSON BP %$-3 BEARING PLATES TIGHTEN THE NUTS HOT-DIPPED ZINC COATED GALVANIZED, PER 2019 CBC. f INDICATES METAL STUD WALL IMMEDIATELY PRIOR TO COVERING WALL FRAMING. cot J 5 15/32 STRUCT. 1 ONE 6 12 2x 2x 5/"0 @ 32" O.C. B. STANDARD HOOKED ANCHOR BOLTS OF THE SAME SIZE AND SPACING MAY BE SUBSTITUTED IN PLACE 4. VERIFY OPENING SIZES W/ ARCHITECTURAL PLANS. ,�� OF HEADED BOLTS SIMPSON BP 5/-3 BEARING PLATES MUST BE USED. U) INDICATES WOOD POST WITH HOLDOWN TYPE REF. SIMPSON STRONG-WALL PER MANUFACTURER INSTALLATION REQUIREMENTS. REFERENCE SHEETS STT & SD3A f INDICATES SHEAR WALL 1 s 7 e 8. HOLDOWN HARDWARE MUST BE SECURED IN PLACE PROIR TO FOUNDATION INSPECTION. Z 5. REFERENCE S1.1 FOR SPECIAL INSPECTION REQUIREMENTS. 3/SD2 AND 9/SD2 FOR ADDITIONAL INFORMATION. 9. BOLTS HOLES IN WOOD POST FOR HOLDOWN STUD BOLTS SHALL BE OVERSIZED Y6" MAX., TIGHTEN BOLTS 111111 6. REFERENCE 15 SD1 AND 16 SD1 FOR NOTCH AND HOLE LIMITATIONS IN 1. PLYWOOD GRADE SHALL BE APA RATED SHEATHING, 5 PLIES, SPAN RATING 3�s EXTERIOR EXPOSURE 1. PANELS SHALL BE IMMEDIATELY PRIOR TO COVERING WALL FRAMING. USE PLATE WASHERS AS NOTED ON FOOTNOTE 7A. SHEET NUMBER N / / 10. SEE 3/SD3 FOR SHEAR WALL ELEVATION. STUDS, TOP PLATES JOISTS AND LEDGERS. APPLIED DIRECTLY TO FRAMING EITHER HORIZONTALLY OR VERTICALLY. 11. ALLOWABLE SHEAR IS PER NDS SDPWS TABLE 4.3A. OSB SHALL NOT BE USED AS A SUBSTITUTE. DENOTES SHEAR WALL WITH LENGTH SEE SCHED. L<�>J_-_ 2. ALL EDGES OF PLYWOOD PANELS SHALL BE BLOCKED. Ya" GAP SHALL BE PROVIDED BETWEEN PANELS. 3. ALL FRAMING MEMBERS SHOULD BE 2x6 2 DOUGLAS FIR-LARCH OR 2 SOUTHERN PINE ® 16" O.C. TYP. U.N.O. 12. ALL BOLT HOLES SHALL BE DRILLED Y32'Y6" OVERSIZED (12.1.3.2 '15 NDS) S2ml 0 7. FRAMER TO PROVIDE BLOCKING IN WALLS FOR EQUIPMENT & SHELVING L=10'-0" # # AS SHOWN ON SHEET K7.0 U W O a X