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on <br /> � (V <br /> N <br /> KEYNOTES: . w <br /> O5 6 a = KEYNOTES: . <br /> O 1. CONT REBAR PER PLAN <br /> = 4 a z az � w � 1 2�-� <br /> w I.- 1 _j w ( O 13/4" N Z w 1. #4 REBAR PLACED 3"-5"FROM TOP 2. TIES PER PLAN OR DETAIL.SHIFT AS REQ'D <br /> 1 cX, w Ef <br /> x o w MIN J J 2. PLACE SSTB ARROW DIAGONAL IN CORNER WHILE MAINTAINING SPACING REQUENTS <br /> J 16"MIN RETURN J = a APPLICATION 1 1/2"MINf� <br /> 3. 6"MAX STEEL SLEEVE AT PIPE <br /> O ' J z J ~o 3. STEP-DOWN END PENETRATION.SPACE BETWEEN PIPE AND U <br /> �? 1 X � 0 4. CORNER ANCHOR 1 1/2"MI 1 1/2"MIN SLEEVE TO BE FILLED W/FOAM <br /> M `" o z 5. MIDWALL ANCHOR 4. CONIC FTG PER PLAN <br /> _ - - - - - <br /> 6. ENDWALL ANCHOR 5. THICKEN FTG AS REQ'D TO MAINTAIN DIM <br /> 0 2 �/1 3/4"MIN /l 3/4"MIN -III III-III-1 <br /> 7. SB ANCHOR -III-III LIMITS RED INC ARCHITECTS <br /> PERSPECTIVE VIEW CORNER PLAN VIEW END WALL PLAN VIEW MIDWALL PLAN VIEW 8. SSTB SHOWN(SB SIM) 6. BENT DOWEL TO LAP CONT BOT REBAR 1217J STREET,MODESTO,CA 95354 <br /> HORIZ PENETRATION 209.522.8900 <br /> STEMWALL INSTALLATION THRU CENTER OF FTG NOTES: <br /> STEMWALL SLAB ON GRADE SEAL: <br /> � 5 \ 1 3/4" SIMPSON A. 4"MAX UTILITY LINE ALLOWED TO <br /> >_ MIN O HOLDOWN ON STEMWALL SEISMIC DESIGN CATEGORY C-F SEISMIC DESIGN CATEGORY C-F PENETRATE FTG <br /> J 4O DF/SP LUMBER WIDTH(IN.) MIDWALLICORNER END WALL MIDWALLICORNER GARAGE CURB 1 2 4 <br /> z QROFESS/pN <br /> n _ HDU2 6 SSTB24 SSTB16 SSTB20* 2960# �a �oSEP <br /> z HDU4 6 SB5/8x24 SSTB20 SB5/8x24 � m� yA <br /> o 12"MIN 12"MIN � <br /> Lij <br /> rn <br /> w J J HDU5 6 SB5/8x24 SSTB24 SB5/8x24 1 1/2" " � S4634 = A <br /> 0 O g HDU8 8 SB7/8x24* 7855# PAB7 SSTB28 MIN 1 1/2"MI EXP: 12/31/2 <br /> vHDQ8 8 PAB7 PAB7 SSTB28 PAB7 1 <br /> III-III- 1 R CTS <br /> z HDU11 8 -III lil- rF of CALIF°�` <br /> a 11/2" 12" 4'. HHDQ11 8 PAB8 SBlx30 6 -III= 5 <br /> Z) <br /> MIN MIN MIN HDU14 8 PAB8 SBlx30** <br /> HORIZ PENETRATION <br /> 04/17/2019 <br /> PERSPECTIVE VIEW SLAB EDGE PLAN VIEW HHDQ14 g <br /> THRU BOTTOM OF FTG <br /> QSLAB ON GRADE INSTALLATION 1. MIN EDGE DISTANCE IS 13/4". MIN END DISTANCE IS 5"FOR SSTBs AND THE SBlx30;4 1/4"FOR SB5/8x24 AND <br /> 3� <br /> 2. PAB7 ANCHOR BOLTS REQUIRE de=10"W/F=15". PAB8 ANCHOR BOLTS REQUIRE de=12"W/F=18".ANCHORAGE 1 PIPE INSERT THROUGH FOUNDATION CONSULTANT: <br /> 13/4" DESIGN CONFORMS TO ACI 318 AND ASSUMES fc=2500 PSI CRACKED CONCRETE WITH NO SUPPLEMENTARY <br /> N <br /> 0 4 MIN 7 L REINFORCEMENT WITH SEISMIC DESIGN CONFORMING TO ACI 318-14 SECTION 17.2.3.4 5�'� TDC111 <br /> M 6„ 3.AT CONTRACTOR'S OPTION,STDH10 STRAP TIE HOLDOWN MAY BE SUBSTITUTED FOR HDU2 <br /> 0 <br /> *ANCHORAGE SOLUTIONS WITHIN 5%OF THE HOLDOWNS MAX ALLOWABLE LOAD.THE LOAD IN PARENTHESIS IS <br /> z <br /> MIN N z THE CAPACITY OF THE ANCHOR BOLT THE <br /> J , **WHERE NOTED SBlx30 REQUIRES FTG WIDTH TO BE 18"WIDE. PAB8 SOLUTION MAY ALSO BE USED <br /> w <br /> _ END POST TABLE 1. WALL FTG REINF PER SCHED AND TYP DETAIL. <br /> REINF MAY BE SHIFTED AROUND PENETRATION <br /> co <br /> U) - z 2. SLEEVE AT PIPE PENETRATION. MAX WIDTH AS <br /> c SIMPSON HOLDOWN MIN END POST SIZE <br /> 3 SHOWN. SPACE BETWEEN PIPE AND SLEEVE <br /> T MIN ALL HOLDOWNS LINO 2 2x TO BE FILLED W/FOAM ENGINEERING SYSTEM SOLUTIONS <br /> 6" 12" (SB1) HDU11 6x6 3. PLUMBING PIPE BY OTHERS STRUCTURALu -MEP IN -BUI DON COMMISSIONING <br /> 6" 12"MIN 6" HDU14 6x6 EXCEEDINGe EXPECTATIONS <br /> MIN MIN MIN SB1) MIN DBL HOLDOWNS, UNO 8x or 6x6 _ NOTES: <br /> PERSPECTIVE VIEW SLAB EDGE PLA VIEW ' 1"CLR <br /> GARAGE CURB INSTALLATION HDU14 AND HHDQ14 2 HDU11 6x8 TYP I II a943 DANORTH 29T IDAHST,STEO <br /> A <br /> ( ) 2 HDU14 6x8 A. W=WALL FTG WIDTH PER SCHED ronxoFALLS,�DAHoa3aoi <br /> 6" 2 PHONE:(208)552-9874 <br /> %013/4" -I JOB NUMBER: 17.1019 <br /> 4 ` N THESEPLANS,"FA11\4SANDUEBR)NSARETI@E%CUISNEP PEMOFENGME M <br /> SYSTIMSOLLTIN.S\lJ SHALL NpT HEREPROWCEDRJ ANY CORM W"H(ItIT WRITTEN <br /> - CONSENT.ALL RIGHTS AR[RESERVPD COPYRIGHT'2018 ENCRJ[LRRJC SVST[M SLUfIONS <br /> a� <br /> 7 <br /> J 0.2W MAX 0.2W MIN <br /> TYP CLR TYP <br /> z W O <br /> 6" 12" 3" 9" <br /> = a <br /> MIN MIN MIN 24"MIN MIN Mo S M T E S <br /> PERSPECTIVE VIEW SLAB EDGE PLAN VIEW <br /> [BY MAGRMOOTT <br /> SLAB ON GRADE INSTALLATION (HDU14 AND HHDQ14) <br /> a HOLDOWN ANCHOR SCHEDULE AND DETAILS 2 TYPICAL VERTICAL PIPE PENETRATIONS AT WALL FOOTING <br /> '\S6-2/" TDW102 �S&� TDC201 - <br /> NOTES: KEYNOTES: <br /> A. DISTANCE REQUIREMENTS INSTALLED 1. 2x TRIMMER STUD(S), (1)MIN <br /> OFFSET. PROVIDE SIMPSON CNW AND 2. HOLDOWN POST PER PLAN 51-01, KEYNOTES: Q <br /> THREADED ROD EXTENSION 3. WOOD POST PER PLAN Z <br /> B. MIN REQ'D POST SIZE,AB SIZE EMBED, EDGE 4. WALL SHEATHING PER PLAN AND SHEAR WALL 1. BUILDING PAD SUBGRADE Of <br /> AND END DISTANCES FOR HOLDOWNS PER SCHED 2. MIN EMBEDMENT DEPTH PER FDN PLAN 0 <br /> "TYPICAL HOEDOWN AT CORNER"DETAIL 5. 135N350 NAILS AT 6"O.C. o �oo�o �o MEASURED FROM LOWER OF KEYNOTES 1 Q <br /> 6. (4)3/4"0 THRU BOLTS EQ SPACED TO HEADER �n� �� AND 4 U <br /> 7. (2)ROWS 135N350 AT 5"O.C.STAGGERED. I E, 3. FTG PER PLAN <br /> USE SDWS SCREW AT MULTIPLE 2x 4 <br /> TRIMMERS,2"MIN PENETRATION INTO j- 1 4. LOWEST SURROUNDING SOIL WITHIN 6-0" <br /> HOLDOWN POST OF BLDG BEFORE LANDSCAPING <br /> 8. HOLDOWN PER PLAN O 0 <br /> 9. PROVIDE MIN 8"TALL SOLID BLKG AT THRU <br /> BOLT LOCATIONS <br /> NN <br /> 3 -' EXTERIOR CONDITION <br /> I I <br /> I I <br /> I I <br /> 5 <br /> o O <br /> 2 3 2 1 2 2 n n <br /> O � 3 -I I <br /> 0 0 0 0 0 0 o Oti <br /> 1 '� <br /> 5 4 1- INTERIOR CONDITION <br /> PLAN VIEW <br /> 3 FOOTING EMBEDMENT DEPTH FOR CBC <br /> U- <br /> 2 6 co <br /> 7 S6.2 0 <br /> TDC106 <br /> z <br /> 1 0 8 0 0 0 < O <br /> 5 9 7 3 O <br /> L L <br /> Q 0 <br /> U <br /> � Q <br /> Cl <br /> W F- <br /> U7 <br /> rY '� o p <br /> Q <br /> N O _ 0 O O <br /> E <br /> L <br /> Ll <br /> Q_ <br /> 0 <br /> REVISIONS: <br /> aD <br /> .Q <br /> 0 <br /> U <br /> O <br /> N <br /> U <br /> T-CORNER AT DOOR AT WINDOW AT CORNER <br /> 1 BLDG DEPT 10/12/18 <br /> REV DESCRIPTION DATE <br /> a� <br /> 0 <br /> c BA PROJECT# 161010 <br /> co 5 TYPICAL SHARED HOLDOWN <br /> E PLN PROJECT# 17077 <br /> c <br /> ��'2 TDW507 MARRIOTT# 4476 <br /> cv <br /> L <br /> F- PERMIT# - <br /> cn APN# 058-66-012 <br /> U <br /> N <br /> c- <br /> U <br /> L <br /> DATE: 11/13/2018 <br /> p DRAWN: JK <br /> Lu <br /> rr <br /> CHECKED: JM <br /> O <br /> a <br /> a� <br /> O <br /> L <br /> SHEET TITLE: <br /> a� <br /> TYPICAL <br /> L <br /> ca <br /> 0 <br /> CONCRETE <br /> U <br /> DETAILS <br /> fn <br /> N <br /> fn <br /> N <br /> O <br /> L <br /> O <br /> L <br /> �i <br /> SHEET NO.: <br /> c <br /> co <br /> L <br /> S6.2 <br />