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Lu Z J W Q CO H c 0 U O J FOUNDATION NOTES 1. SEE SPECIFICATIONS ON SHEET SN1 FOR ADDITIONAL INFORMATION. 2. ANCHOR BOLTS 2.1. ALL EXTERIOR WALLS SHALL INSTALL 5/8"0 A.B. @ 48" O.C. W/ MINIMUM EMBEDMENT OF 7 INCHES INTO CONCRETE (U.N.O. ON SHEAR WALL SCHEDULE) INCLUDING AT LEAST ONE WITHIN A MAXIMUM OF 12" FROM EACH END. 2.2. SILL PLATES SMALLER THAN 24" IN LENGTH, SHALL BE PROVIDED WITH AT LEAST TWO A.B. UNLESS OTHERWISE INDICATED ON PLANS. 2.3. PROVIDE A.B. FOR ALL EXTERIOR WALLS AS INDICATED ON PLANS 2.4. SEE FLOOR FRAMING PLAN FOR REFERENCE IN PROVIDING AN EXTENSION OF ANCHOR BOLTS ABOVE CONCRETE. HARDWARE SHALL BE TIES IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 3. FOUNDATION SILL PLATE SHALL BE TREATED LUMBER OR FOUNDATION RED WOOD. 4. SEE FOUNDATION PLAN OR FLOOR FRAMING PLAN FOR REFERENCE TO HOLDOWN LOCATION AND HARDWARE EXTENSIONS TO CONCRETE FOUNDATION. SEE DETAIL 13 & 14 ON SHEET SD1. 5. NEW/EXIST'G OR DEMO STUD WALLS NEED TO BE VERIFIED WITH ARCHECTURAL DRAWINGS. 6. ALL HOLDOWNS ANCHOR BOLTS AND STRAPS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION AND POURING CONCRETE. 7. SHOT PINS 7.1. ALL INTERIOR, NON-BEARING/SHEAR WALLS, PARTITION 7.1.1. 0.145"0 X 2.875" LONG, SHANK AND METAL PLATE WASHER 36" O.C. ADDING ONE AT EACH END. 7.1.2. SILL PLATES SMALLER THAN 16" IN LENGTH SHALL HAVE A MINIMUM OF TWO FASTENERS, ON AT EACH END. 7.1.3. SILL PLATES 16" OR LONGER AND INDICATED AS SHEAR WALLS, PLACE TWO ADDITIONAL FASTENERS, ONE AT 6" AND ANOTHER AT 10" FROM EACH END. 8. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. STRUCTURAL OBSERVATION PROGRAM PROJECT ADDRESS: 875 BENJAMIN HOLT DR, STOCKTON, CA 95207 PERMIT APPL. NO.: 1234567 Description of Work: TOWER ADDITION - ENTRY Owner: 85° BAKERY CAFE Architect: Engineer: DMAC DESIGN -]BUILD STRUCTURAL OBSERVATION (only checked items are re❑uired) Firm or Individual to be responsible for the Structural Observation: Name: DMAC DESIGN -BUILD Phone: (909) 927-8688 Calif. Registration: C81058 FOUNDATION WALL FRAME DIAPHRAGM ❑ Footing, Stem Walls, Piers ❑ Concrete ❑ Steel Moment Frame ❑ Concrete ❑ Mat Foundation ❑ Masonry ❑ Steel Braced Frame ❑ Steel Deck ❑ Caisson, Piles, Grade Beams ® Wood ❑ Concrete Moment Frame ® Wood ❑ Stepp'g/Retain'g Foundation, Hillside Special Anchors ❑ Others: ❑ Masonry Wall Frame ❑ Others: ❑ Others: U ❑ Others: DECLARATION BY OWNER I, the Owner of the pro�ect, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature Date ONLY COMPLETE IF DEFERRING SELECTION In consideration of deferring the selection of the structural observer, the owner acknowledges that the pro[ect can not commence until such selection is made and documented on a supplemental of Local Jurisdiction Building Department Structural Observation Program from provided to the City inspector at or before the pre -construction meeting, which shall be attended by the selected structural observer. Signature Date SYMBOLS & LEGENDS (N) WALLS ® 4x4 POST (U.N.O.) X DETAIL KEY SD2 C(N) PAD FOOTING HARDY FRAME OR SIMPSON STRONG WALL CONTRACTOR NOTE: 1. CONTRACTOR TO VERIFY ALL EXISTING FRAMING/CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO COMMENCING ANY WORK. 2. PLYWOOD OF SHEAR WALL CAN BE INSTALLED ON EITHER SIDE OF WALL. ALL EXTERIOR WALLS AND WOOD FRAMED CHIMNEYS MUST BE SHEATHED WITH SHEAR PANEL NO.1 (U.N.O.). SEE DTL. 1/SD1 FOR SCHEDULE PAD FOOTING SCHEDULE NO. SIZE THICKNESS REINFORCEMENT EACH WAY ALLOWABLE LOAD Pa, KIPS PF1 V-6" SQ. 1'-0" (2)- 4, BOTTOM 3.04 PF2 2'-0" SQ. 1'-0" (3)- 4, BOTTOM 5.40 ❑N❑ HARDY FRAME A BALLOON WALL - HFX-24x20 W/ 1-1/8" HS ANCHOR BOLTS. DBL. FULL HEIGHT 2x6 STUDS AT EA. END OF HARDY FRAME. 5'-6" +`Oe��Q 5 p 1� ❑ G�5 I Z co LO I 12" MIN. r_1 5'-6" 5'-6" -ED COLUMN TO 12" MIN. 12" MIN. (N) 24" THICK CONC. FTG. W/ BE REMOVED rn r � r o I I (6) 05 EA. WAY ❑ BOTT., TYP. LID I L J in I N L J Ba� I 1 2 7 J L. SD2 HFX1 HFX2 j r1' 1 ❑N❑ '-9" HARDY FRAME -N HARDY FRAME BALLOON WALL - I EI COLUMN TO HFX-24x20 W/ 1-1/8" HS BE REMOVED 2 7 1 BALLOON WALL - HFX-24x20 W/ 1-1/8" HS ANCHOR BOLTS. HFX1 HFX2 SD2 ANCHOR BOLTS. DBL. FULL HEIGHT 2x6 DBL. FULL HEIGHT 2x6 STUDS AT EA. END OF TYP. STUDS AT EA. END OF HARDY FRAME. HARDY FRAME HARDY FRAME. TOWER FOUNDATION PLAN ElELEV. ❑0'-0" SCALE: 1/4" = V-0" DMAC DESIGN❑BUILD 5690 SCHAEFER AVENUE, SUITE A, CHINO, CA 91710 t 909.927.8688 -f 909.927.8686 infoF dmacse.com Fwww.dmacse.com ©2018 DMAC DESIGN + BUILD This drawing and design is the property of DMAC Design+Build It may not be used for any purpose other than by the owner. DMAC Design + Build does not authorize the reproduction or conveyance of any information contained herein without prior written permission. The Architect/Engineer assumes no responsibility or liability for the use of these plans for any project other than specifically authorized by them and signed and sealed for such specific location in the State, Province or territory shown on the seal. This building use is only applicable in areas meeting the stated design criteria DO NOT SCALE PLANS Copying, Printing, Software and other processes required to produce these prints can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be inaccurate. Contact DMAC Design+Build with any need for additional dimensions or clarifications. Seal: HSS/04 W E I • Cyd ql�. No. 81058 z c� m W m * EXP. 09/30/19 *- s civic. P TyrFOF Pro[ect Information: W Z 0 �o �Lr) U J� z O O Q LU U) O Z Z L.L G O W Q LU �ZV Q � 00 w0 LO En V) CC) L0 r*-_ CC) No. Date Revision 0 Date Issue Pro ect No.: 2018-099 Scale: As Shown Drawn / Check by: KK/DC Date: 10/29/18 Drawing Title: FOUNDATION PLAN Sheet: S1