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DESIGN
<br />CATEGORY
<br />Ym
<br />Em
<br />Ym
<br />Em
<br />Em
<br />Ym
<br />EDGE
<br />(EXPANSIVE SOIL)
<br />LIFT
<br />CENTER
<br />LIFT
<br />MAX. DIFFERENTIAL
<br />(COMPRESSIBLE SOIL)
<br />SETTLEMENT IF APPLICABLE
<br />SLAB THICKNESS= 5"
<br />STRUCTURAL DESIGN NOTES
<br />1. DESIGN PARAMETERS FOR THE ANALYSIS OF THE POST TENSION SLAB ON GRADE IS BASED ON THE
<br />INFORMATION PROVIDED BY:
<br />EARTH STRATA GEOTECHNCIAL SERVICES. REPORT NO. 234812-10A, DATE: 3/30/2023.
<br />NOTE: DEVELOPER AND/OR CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR THE FOUNDATION TO THE
<br />SOILS ENGINEER. THEY SHALL BE REVIEWED BY THE SOILS ENGINEER PRIOR TO THE START OF
<br />CONSTRUCTION.
<br />2. CONCRETE STRENGTH IS TO BE MINIMUM f'c=3000 psi AT 28 DAYS, 5" MAX. SLUMP. TYPE II OR V CEMENT. 1
<br />1/2" MAXIMUM AGGREGATE SIZE.
<br />SEE CONCRETE PLACEMENT NOTES FOR MORE INFORMATIONS.
<br />3. TENDON ANCHORS SHALL BE AS MANUFACTURED BY PT ATLAS ANCHORAGE AND COUPLING SYSTEMS.
<br />APPROVED BY ICC #4490 OR APPROVED EQUAL.
<br />4. SEE ARCHITECTURAL (OR MANUFACTURERS) DRAWINGS FOR MASONRY OR PRECAST FIREPLACE
<br />FOUNDATION DETAILS, IF NOT SHOWN ON POST-TENSION PLANS.
<br />5. FOLLOW THE CORROSION ENGINEER/EXPERT RECOMMENDATION WHEN
<br />CORROSIVITY EXISTS ON THE SITE.
<br />6. SEE GENERAL NOTES UNDER "REINFORCED CONCRETE" FOR ADDITIONAL
<br />REQUIREMENTS.
<br />p
<br />EXT. FTG.
<br />DEPTH
<br />q
<br />INT. FTG.
<br />DEPTH
<br />r
<br />REINF. OR
<br />CABLE
<br />1.5"
<br />4'
<br />3"
<br />5.5'
<br />24"20"SEE PLANS
<br />SPECIAL FIELD CONSTRUCTION NOTES
<br />1. CONTRACTOR SHALL VERIFY TENDON LENGTH'S AND STRESSING TAIL LENGTH'S PRIOR TO FABRICATING CABLES. COLOR
<br />CODING OF CABLES IS ONLY TO ASSIST TENDON PLACEMENT, AND MAY BE REVISED AT THE CONTRACTORS OPTION. ANY
<br />DISCREPANCIES IN, BUT NOT LIMITED TO, DIMENSIONS, TENDON COUNT AND LENGTH'S, COLOR CODING, AND ELONGATION
<br />DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF GOUVIS ENGINEERING PRIOR TO FABRICATION.
<br />2. STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON THE PLANS AT CONTRACTOR'S
<br />OPTION. FOR ANCHORAGE OF ENDS AND GENERAL TENDON SUPPORT LAYOUT, SEE DETAIL (1/PT-1).
<br />3. PROVIDE #3 x 24" DOWEL @ 24" O.C. AND 12" FROM CORNERS AT ALL CONCRETE STOOPS PORCHES, PATIOS AND OTHER
<br />ATTACHMENTS WHEN CAST INDEPENDENT OF POST-TENSION SLAB UNLESS NOTED OTHERWISE.
<br />4. ROOF/FLOOR FRAMING, AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY PROHIBITED TO BE IMPOSED ON SLABS
<br />PRIOR TO STRESSING. BEGIN WALL FRAMING 3 DAYS AFTER CONCRETE POUR, IF CYLINDER BREAKS INDICATE MIN. 2000 PSI
<br />STRENGTH.
<br />5. SPECIAL INSPECTION IS REQUIRED FOR THE TENDON INSTALLATION, CONCRETE PLACEMENT AND STRESSING OF POST
<br />TENSION TENDONS.
<br />6. FINISH GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRUCTED SUCH THAT RAIN AND
<br />IRRIGATION WATER IS DRAINED AWAY FROM THE SLAB.
<br />7. A MINIMUM OF THREE (3) CYLINDERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE STRENGTH.
<br />TENDON AND ANCHORAGE INSTALLATION NOTES
<br />1. BULKHEAD BY LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON THE STRAND PLAN. (NOTE:
<br />BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY, THERE IS NO TENSION ON THE TENDONS UNTIL AFTER THE
<br />CONCRETE IS POURED).
<br />2. LAY ALL THE STRANDS IN ONE DIRECTION, THEN LAY ALL THE STRANDS IN THE OTHER DIRECTION. REFERRING TO THE
<br />PLAN, SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND AND UNROLL THEM IN PLACE. BEGINNING AT THE DEAD-END, IF
<br />THERE IS ONE. AT LEAST 18" OF STRAND MUST PASS THE BULKHEAD AT EACH STRESSING END.
<br />3. PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS TIGHT TO THE BULKHEAD. 16d's
<br />RIND SHANK RECOMMENDED.
<br />4. TIE DEAD-END IF ANY, IN PLACE APPROXIMATELY 1 1/2" FROM BULKHEAD SUPPORT SO THAT THE CENTERLINE OF THE
<br />ANCHORAGES IS APPROXIMATELY 3 1/2" BELOW TOP OF SLAB.
<br />5. AT STRESSING ENDS, REMOVE WRAPPING TO APPROXIMATELY 6" INSIDE THE BULKHEAD. DO NOT REMOVE GREASE.
<br />SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND THROUGH THE BULKHEAD. LENGTH OF EXPOSED TENDON
<br />AT DEAD END IS NOT TO EXCEED 12".
<br />6. STRAIGHTEN TENDONS, CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. PLACE SUPPORTS AT CABLE
<br />INTERSECTIONS AND TIE THE STRANDS TOGETHER.
<br />7. CHECK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REWRAP. ALL TEARS IN WRAPPING 12" OR LONGER SHALL BE
<br />REPAIRED.
<br />8. TENDON PLASTIC WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE UNBONDED AND PREVENT INTRUSION
<br />OF CEMENT PASTE OR LOSS OF COATING MATERIALS DURING CONCRETE PLACEMENT.
<br />TENDON STRESSING PREPARATION NOTES
<br />1. REMOVE POCKET FORMER.
<br />2. CHECK INSIDE EACH POCKET HOLE, MAKING SURE, THAT EXPOSED PORTION OF ANCHORAGE IS CLEAR. IF A FILM OF
<br />CEMENT PASTE HAS INTRUDED, REMOVE IT WITH A SCRAPER OR SCREWDRIVER.
<br />3. INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE.
<br />4. PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB, OR AT A CONSTANT DIMENSION FROM THE EDGE OF
<br />THE SLAB. A YELLOW CRAYON AND A WOODEN CARPENTERS RULE ARE RECOMMENDED.
<br />TENDON STRESSING PROCEDURE NOTES
<br />1. THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON EXPERIENCED IN THIS TYPE OF
<br />WORK; HE/SHE MUST EXERCISE CLOSE CHECK AND RIGID CONTROL OF ALL OPERATIONS.
<br />2. THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, CURED UNDER JOB SITE
<br />CONDITIONS, HAVE BEEN TESTED AND INDICATE THAT THE CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH
<br />CALLED FOR ON THE STRUCTURAL DRAWINGS OR 2000 psi (MIN.).
<br />3. ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF DSI, OR OTHER EQUAL HYDRAULIC JACKS, EQUIPPED WITH
<br />ACCURATE READING, CALIBRATED HYDRAULIC PRESSURED GAUGES. A CALIBRATION CHART SHALL ACCOMPANY EACH
<br />JACK.
<br />4. THE POST-TENSIONING OPERATION WILL BE SO CONDUCTED THAT ACCURATE ELONGATION OF THE PRESTRESSING
<br />STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS SUBMITTED AND APPROVED BY THE STRUCTURAL
<br />ENGINEER.
<br />5. INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORCES AND ELONGATIONS AND SUBMIT REPORTS TO GOUVIS
<br />ENGINEERING FOR STRUCTURAL ENGINEER'S APPROVAL ONLY IF STRESSED TENDON ELONGATION EXCEEDS TOLERANCE.
<br />6. THE MAXIMUM JACKING FORCE TO OVERCAME FRICTION SHALL NOT EXCEED 80% OF THE ULTIMATE FORCE OF THE
<br />TENDON.
<br /> (41.3 x .80 = 33.0 kips).
<br />7. TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED 70% OF THE ULTIMATE FORCE OF THE TENDON.
<br /> (41.3 x .70 = 28.9 kips).
<br />8. THE STRESSING OPERATIONS PROCEED AS FOLLOWS:
<br />- REMOVE GROMMETS AT THE STRESSING ENDS; CHECK INSIDE EACH GROMMET HOLE TO MAKE SURE THAT THE
<br />ANCHORAGES ARE FREE FROM CEMENT PASTE; IF NOT REMOVE PASTE FROM ANCHORAGE WITH A SCREWDRIVER.
<br />- INSERT WEDGES, SIDE BY SIDE, BY HAND INTO ANCHORAGE.
<br />- PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM THE EDGE OF THE SLAB.
<br />- STRESS THE STRAND AT 33 kips.
<br />- SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO THE RAM.
<br />- REMOVE THE RAM.
<br />- MEASURE FINAL ELONGATION. RECORD ELONGATION.
<br />9. IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION, THE MEASURED ELONGATION, AND THE JACK GUAGE
<br />READING OCCUR, THE JACK-GUAGE-PUMP UNIT SHALL BE RECALIBRATE. AN AGREEMENT OF WITHIN 7% UNDER TO 7%
<br />OVER SHALL BE SATISFACTORY.
<br />10. TENDONS STRESSED FROM ONE END ONLY SHALL BE SO INDICATED ON THE PLACING DRAWINGS. TENDONS THAT ARE
<br />STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED ON PLAN NEED TO BE STRESSED FROM BOTH ENDS
<br />SIMULTANEOUSLY IF IT CAN BE SHOWN THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO
<br />SLIPPAGE OF THE TENDON. THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE OPPOSITE END.
<br />ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE PLACING DRAWINGS. TENDONS EXCEEDING
<br />100 FEET IN LENGTH'S MAY NEED TWO-WAY STRESSING.
<br />11. PARTIAL (OR EARLY) STRESSING OF TENDONS, FOR TENDON LENGTHS LONGER THAN 150 FT., & WHEN NOTED ON PLAN,
<br />SHALL CONSIST OF INITIAL STRESSING SUCH DESIGNATED TENDONS TO A FORCE OF 8000 LB AT 2 DAYS AFTER CONCRETE
<br />PLACEMENT AND THEN FOLLOWING UP WITH FINAL STRESSING.
<br />12. ELONGATIONS SHOWN ARE BASED ON .70 f pu. MEASURED ELONGATION 7% UNDER TO 7% OVER IS ACCEPTABLE. IF
<br />MEASURED ALONGATION EXCEEDS TOLERANCE, CONTACT GOUVIS ENGINEERING.
<br />13. TAKE SAFETY PRECAUTIONS AS NECESSARY; DO NOT PERMIT WORKMAN TO STAND BEHIND JACKS WHILE STRESSING
<br />TENDONS.
<br />STRESSING HOLES SEALING NOTES
<br />1. THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2" (INCH) DIAMETER WHICH IS TO BE FILLED AND SEALED WATER
<br />TIGHT.
<br />2. USING A CUTTING TORCH, BURN OFF EXCESS STRAND 1/2" TO 3/4" BACK IN HOLE. BE CAREFUL NOT TO DIRECT FLAME ON
<br />GRIPPERS. USE A LARGE HOT FLAME AND COMPLETE THE CUT AS QUICKLY AS POSSIBLE.
<br />3. AFTER TENDONS HAVE BEEN BURNED OFF, THE CONCRETE CONTRACTOR SHALL DRYPACK BLOCKOUTS WITHIN 10 DAYS.
<br />A NON-METALLIC EPOXY MIX SHALL BE USED FOR THIS PURPOSE. (AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT
<br />TO ONE PART SAND IS ACCEPTABLE).
<br />TECHNICAL PARAMETERS NOTES
<br />- DEFORMED MILD REINFORCING GRADE 40 (#3 & #4) STEEL SHALL CONFORM TO ASTM A-615GRADE 60 (#5 & BIGGER)
<br />- STRANDS SHALL CONFORM TO ASTM A-416
<br />- PLASTIC SHEATHING SHALL BE FORMED BY A CONTINUOUS EXTRUSION PROCESS, WHICH APPLIES A SEAMLESS
<br />POLYETHYLENE PLASTIC JACKET OF 40 MILS MINIMUM THICKNESS.
<br />- PROPERTIES OF 7-WIRE STRAND 1/2" DIAMETER
<br />- f pu (ULTIMATE) = 270 ksi
<br />- AREA = 0.153 in2
<br />- F (ULTIMATE) = 41,300 lbs
<br />- Es = 28,500,000 psi
<br />- MAXIMUM FORCE (AT 0.8 f pu) = 33,000 lbs (FRICTION OVERCAME)
<br />- MAXIMUM ANCHOR FORCE (AT 0.7 f pu) = 28,900 lbs
<br />- UNIT ELONGATION PER FOOT 0.079" =
<br />(AREA x Es)
<br />[(0.7 f pu) x AREA x 12"]
<br />01/29/2025PC COMMENTS RESPONSE #1
<br />04/17/2025PC COMMENTS RESPONSE #2
<br />VE Revs 10/10/20251
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<br />JOB NO.
<br />SUBMITTAL
<br />DATE
<br />SHEET TITLE
<br />SHEET NO.
<br />CLIENT:
<br />REVISION
<br />DATE
<br />21
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<br />BSB: MR230056; Gouvis: 66467
<br />1ST PLAN CHECK SUBMITTAL 08/20/2024
<br />2ND PLAN CHECK SUBMITTAL 01/29/2025
<br />3RD P.C. SUBMITTAL
<br />04/17/2025
<br />3RD PLAN CHECK SUBMITTAL 04/17/2025
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<br />POST TENSION
<br />MAT FOUNDATION
<br />DETAILS & NOTES
<br />PT1
<br /> TYPICAL INTERIOR FOOTING
<br />15" MIN. @
<br />PARTY WALL
<br />12"
<br />U.N.O.
<br />3"
<br />3"
<br />12" (U.N.O)
<br /> 1
<br />
<br />1
<br />/
<br />2
<br />"
<br /> E
<br />Q
<br /> E
<br />Q
<br />d c f a b d
<br />q q
<br />q c
<br />MIN. 6".2.
<br />1.ADD #4 HORIZ.
<br />1
<br />NOTE:
<br />- SEE DETAIL #1 FOR LEGEND
<br />AND INFORMATION NOT SHOWN.
<br />3.#4 VERT. W/HOOK @ 12" O/C.
<br />3
<br />4.MAX. 12".
<br />24
<br />WALL
<br />W/RAISED CURB
<br />3"
<br />CL
<br />R
<br />.
<br />- IN LIEU OF BOLTS USE SHOT PIN
<br />AS PER GENERAL NOTES FOR
<br />NON-SHEAR WALLS.
<br />r rr
<br />SEE TABLE ABV. @ SECT. 2q.
<br />& 10" MIN. @ SECT. 2B
<br />R
<br /> TYPICAL EXTERIOR STEM WALL
<br /> 12"
<br />EQ EQ
<br />2.PROVIDE #4 VERT. @ 18" O.C. IF
<br /> 3
<br />"
<br />CL
<br />R
<br />.
<br />& INFORMATION NOT SHOWN
<br />- SEE DETAIL #1 FOR LEGEND
<br />d
<br />2
<br />3.MIN. 5 1/2".
<br />4.ADD #4 HORIZ.
<br />4
<br />3
<br />1
<br />p
<br />1
<br />1
<br />/
<br />2
<br />"
<br />8"
<br />
<br />M
<br />I
<br />N
<br />.
<br />r
<br />1.MAX. 12".
<br />NOTES:
<br />- MOISTENED SAND SHALL ALSO
<br />BE PLACED IN GARAGE SLAB
<br />AREA TO AID IN CONCRETE
<br />CURING, OMIT VISQUEEN IN
<br />GARAGE IF APPROVED BY
<br />SOIL ENGINEER.
<br />R
<br />#1 > 12" AND <18" TALL.
<br /> DRIVEWAY TO GARAGE/APRON
<br />-
<br />NOTE:
<br />WALL. (USE 1/2" FIBERBOARD
<br />ISOLATE SLAB FROM STEM 1.
<br />MATERIAL)
<br />p
<br />CONC. CURB
<br />DRIVEWAY
<br />BEYOND 1 d
<br />r
<br />INFO. NOT SHOWN.
<br />SEE DETAIL #1 FOR LEGEND &
<br />R
<br /> POTSHELF FOOTING
<br />8"
<br />4"
<br />PER ARCH.
<br />NOTE:
<br />& INFO. NOT SHOWN.
<br />- SEE DETAIL #1 FOR LEGEND
<br />6"
<br />MI
<br />N
<br />.
<br />d K
<br />PER ARCH.
<br />2"
<br />CL
<br />R
<br />.
<br />d
<br />r
<br />R
<br /> PAD FOOTING DETAIL
<br />& INFORMATION NOT SHOWN.
<br />-
<br />SEE PLANS
<br />24" SQ. MIN.
<br />NOTE:
<br />INTERIOR
<br />EXTERIOR
<br />1.POST IN WALL OR USE
<br />PAD REINFORCEMENT, SEE PLANS.
<br />COLUMN BASE, SEE PLAN.
<br />FACE OF
<br />2.
<br />STUD
<br />PAD SIZE
<br />SEE PLAN
<br />FOOTING
<br />BEYONDFOOTING
<br />BEYOND
<br /> P
<br />A
<br />D
<br />
<br />T
<br />H
<br />I
<br />C
<br />K
<br />.
<br />PE
<br />R
<br />
<br />P
<br />L
<br />A
<br />N
<br />1
<br />1 d K
<br />2
<br />2
<br />THICKNESS IS NOT INDICATED ON PLAN).
<br />3"
<br />
<br />C
<br />L
<br />R
<br />TY
<br />P
<br />.
<br />PAD SIZE
<br />SEE PLAN
<br />℄
<br />℄
<br />SEE DETAIL #1 FOR LEGEND
<br />PAD THICKNESS PER PLAN (12" MIN. IF3.
<br />3
<br />R
<br /> TYP. (SLAB) OFFSET DETAIL
<br />10
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />8"
<br />8
<br />1
<br />/
<br />2
<br />"
<br />MI
<br />N
<br />.
<br />3
<br />1
<br />/
<br />2
<br />"
<br />18"
<br />THIS DETAIL IS FOR DROPS.
<br />STRAND PER PLAN.
<br />#4 REBAR OR 1/2" DIA.
<br /> #4 x @ 18" O.C (VERT.)
<br />OVER 12" & 30" MAX. (U.N.O.).
<br />NOTES:
<br />3.
<br />2.
<br />18"
<br />BELOW CONSTRUCTION JOINT
<br />RECOMND'S. EXTEND VISQUEEN
<br />AND/OR SOILS ENGINEER'S
<br />WATER PROOFING PER ARCH. 1.
<br />CONSTRUCTION
<br />JOINT OPTIONAL
<br />16" MIN.
<br />SEE DETAIL #1 FOR LEGEND
<br />& INFORMATION NOT SHOWN.
<br />VA
<br />R
<br />I
<br />E
<br />S
<br />SE
<br />E
<br />
<br />A
<br />R
<br />C
<br />H
<br />.
<br />MIN. 12".
<br />3 K
<br />3d
<br />f 1
<br />2
<br />f
<br />d
<br />4.#4 @ 18" O.C. HORIZ.4
<br />-
<br />-
<br />R
<br /> RAISED CURB DETAIL
<br />11.1'-10" MIN.
<br />6'-5" MAX. TO THE BOTTOM OF
<br />TENDON PER DETAIL.
<br />TOP OF SLAB AT GARAGE.
<br />7'-0" TO THE BOTTOM OF THE
<br />INTO FOOTING AT CURB.
<br />ADD #4 BAR BENT DOWN.
<br />3" CLEARANCE TYPICAL
<br />10.
<br />9.
<br />8.
<br />7.
<br />7" CURB MIN.
<br />6.
<br />5.
<br />4.
<br />ANCHOR BOLT. SEE PLANS 3.
<br />2.
<br />1.POST PER PLAN.
<br />SILL PLATE.
<br />12"12"
<br />#3 CLOSED TIES @ 4" O.C.12.
<br />FOR SIZE AND SPACING.
<br />11
<br />1
<br />4
<br />12
<br />5
<br />3 2
<br />9
<br />10
<br />8 7
<br />6
<br />THE HEADER.
<br />HEADER.
<br />R
<br /> TYP. SLAB STEP DETAIL
<br />30" MIN.
<br />MIN.
<br />18"
<br />STEP DET.
<br /> STRAND
<br />P.T.
<br />OPTIONAL 3.#4 DOWELS x 4'-0" LONG
<br />& p+5 MIN. @ SECT. 9B (10" MIN.
<br />DEPTH PER TABLE @ SECT. 9
<br />TRANSITION LENGTH SCHED.
<br />@ 24" O.C. AT NON-MONO POUR
<br />2"
<br />
<br />C
<br />L
<br />R
<br />.
<br />p.
<br />4.
<br />"D"= SEE ARCH., ALSO SEE
<br />SLOPE TRANSITION (SEE
<br />2.
<br />1.
<br /> 12" TYP.
<br /> 2'-0"
<br />TABLE BELOW.
<br />TABLE BELOW).
<br />SEE DETAIL 7-PT-1
<br />NOTE:
<br />- FOR DROPS OVER 12", PLEASE
<br />1
<br />2
<br />3
<br />p FOR A.B. CLR.).
<br />- SEE DETAIL #1 FOR LEGEND
<br />AND INFORMATION NOT SHOWN
<br />D=0"-3"H=18"
<br />H
<br />CONDITION. (NON-MONO POUR
<br />IS WHEN 1st. & 2nd. POUR
<br />CAN NOT BE VIBRATED
<br />TOGETHER).
<br />d
<br />d
<br />r
<br />R
<br /> TYPICAL CONTROL JOINT
<br />ZIP STRIP SAW CUT / HAND TOOL JOINT
<br />- SEE DETAIL #1 FOR LEGEND &
<br />INFORMATION NOT SHOWN.
<br />- PROVIDE SAW CUT WITHIN
<br />20'-0" MAX. EA. WAY (U.N.O.)
<br />
<br />- PROVIDE CONTROL JOINT AT
<br />NOTES:
<br />RADIUS
<br />1/8" MAX.
<br />24 HOURS OF POUR.
<br />1/5"x "D" MIN.
<br />1/4"x "D" MAX.d
<br /> "
<br />D
<br />"
<br />- TYPE OF CONTROL JOINTS
<br />TO BE SELECTED AND PLACED
<br />AT LOCATIONS SHOWN ON
<br />PLANS IN ACCORDANCE WITH
<br />GOOD CONSTRUCTION PRACTICE
<br />AT CONTRACTORS OPTION.
<br />d1/5"x "D" MIN.
<br />1/4"x "D" MAX.
<br />1/8" MAX.
<br />RADIUS
<br />R
<br />d
<br /> NON-BEARING INTERIOR WALL
<br />SEE FOUNDATION NOTE ON
<br />- SEE DETAIL #1 FOR LEGEND
<br />& INFORMATION NOT SHOWN.
<br />1.
<br />NOTE:
<br />SN1. FOR SHOT PINS.
<br />1 a
<br />R
<br /> CABLE AT TUB BOX
<br />1/2" DIA.
<br />TENDON
<br />1:6 MAX.
<br />PLUMBING AND SEWER LINE 2.
<br />6'-0" MIN. TRANSITION CURVE. 1.
<br />OPENING.
<br />3" CLR.
<br />MIN.
<br />2
<br />1
<br />EDGE OF
<br /> SLAB
<br />R
<br />3"
<br />CLR.
<br />1/2" DIA.
<br />TENDON
<br /> BUILT-UP SLAB & TENDON SUPP.
<br />SE
<br />E
<br />
<br />A
<br />R
<br />C
<br />H
<br />.
<br />EQ
<br />.
<br />6"
<br />9" MIN.
<br />1.ROUGHEN SLAB CONTACT
<br />SURFACES TO RECEIVE CAST-ON
<br />SLAB 2ND POUR.
<br />4" THICK MIN. BUILT-UP SLAB
<br />OVER COMPACTED MOISTENED
<br />6X6 - 10/10 W.W.M. OR #3
<br />@ 18" O.C. EACH WAY
<br />SAND BASE MAY BE REPLACED
<br />WITH SOLID CONCRETE AT
<br />CONTRACTOR'S OPTION.
<br />ALL A.B., HD.B. & STRAPS
<br />MUST BE MADE LONG ENOUGH
<br />FOR MIN. EMBED INTO FIRST
<br />POUR OF SLAB OR FOOTINGS.
<br />NOTES:
<br />WHEN POST LOAD BEARS @ CAST-ON
<br />SLAB, THICKEN CONC. MIN. 24"SQ. ALL
<br />THE WAY TO LOWER P.T. SLAB.
<br />4.
<br />5.
<br />EQ
<br />.
<br />3
<br />1
<br />/
<br />2
<br />"
<br />SAND BASE.
<br />2.
<br />3.
<br />& INFORMATION NOT SHOWN.
<br />SEE DETAIL #1 FOR LEGEND
<br />1 1/2" CLR.
<br />NAIL TO BULKHEAD
<br />d 1 5 4 3
<br />k
<br />5
<br />2
<br />L
<br />m
<br />-
<br />-
<br />R
<br /> COLUMN BASE
<br />MULTI - STUD OR
<br />71
<br />1.
<br />4.
<br />3.
<br />2.
<br />(2) #4 E/ W PER PLAN.
<br /> OF COLUMN BASE.
<br />12" 12" THRU STIRRUP
<br />#3 MIN. "V" BAR BENT
<br />CB/LCB/CBSQ PER PLAN.
<br />SIMPSON COLUMN BASE
<br />2
<br />WHERE OCCURS.
<br />1
<br /> WHERE OCCURS.
<br />1"7.
<br />6.
<br />5
<br />CL
<br />R
<br />TOP OF CONCRETE SLAB
<br />PAD FOOTING PER PLAN.
<br />2 PLATE & ANCHOR BOLTS 5.
<br />3CLR
<br />4"
<br />3"
<br />NOTE:
<br />FOR MISSING "CB", SEE
<br />DETAIL 16/SN-3.
<br />3
<br />8"
<br />
<br />M
<br />I
<br />N
<br />.
<br />4
<br />6
<br />4"
<br />3" BATTER
<br />SEE PLANS
<br />POST PER PLAN.
<br />R
<br /> TIE BEAM / WING WALL
<br />ED
<br />G
<br />E
<br />
<br />O
<br />F
<br />
<br />F
<br />T
<br />G
<br />DE
<br />P
<br />T
<br />H
<br />
<br />T
<br />O
<br />
<br />M
<br />A
<br />T
<br />C
<br />H
<br />2"
<br />
<br />C
<br />L
<br />R
<br />.
<br />±3
<br />"
<br />& EMBEDMENT IN ADJACENT
<br />(2) #4 T & B W/ 2'-0" MIN. LAP
<br />AND INFORMATION NOT SHOWN.
<br />- SEE DETAIL #1 FOR LEGEND
<br />15
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />1.NOTES:
<br />GRADE
<br />FINISH
<br />12" MIN.
<br />SLAB & FTG.
<br />REFER TO
<br />ARCH. 6"MIN.
<br />3"
<br /> "
<br />D
<br />"
<br />DE
<br />P
<br />T
<br />H
<br />
<br />T
<br />O
<br />
<br />M
<br />A
<br />T
<br />C
<br />H
<br />ED
<br />G
<br />E
<br />
<br />O
<br />F
<br />
<br />F
<br />T
<br />'
<br />G
<br />.
<br /> 1
<br />5
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />AR
<br />C
<br />H
<br />.
<br />
<br />8
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />RE
<br />F
<br />E
<br />R
<br />
<br />T
<br />O
<br />1
<br />1
<br />/
<br />2
<br />"
<br /> EQ EQ
<br /> 3
<br />"
<br />CL
<br />R
<br />.
<br />TIE BEAMWALL FT'G.
<br />2.TENDON WHERE OCCURS ON
<br />PLAN, PROVIDE #4 HAIRPIN
<br />AT ANCHOR.
<br />3.PROVIDE #4 VERT. @ 18" O.C.
<br />ONLY IF "D" EXCEEDS 18"
<br />TALL.
<br />12" MIN.
<br />2"
<br />CLR.
<br />1
<br />3
<br />2
<br />1
<br />1 1 1
<br />3"
<br />CL
<br />R
<br />.
<br />2"
<br />CLR.TYP. WING
<br />R
<br /> PONY WALL, PIPE COLUMN
<br />36" OR PER ARCHITECT.
<br />CONCRETE SLAB
<br />3" DIA. CONCRETE FILLED
<br />3.
<br />2.
<br />1.
<br />PIPE BUMPER GUARD.
<br />2 1 3
<br />(2) #4x15" EA. SIDE EA. WAY4.
<br />TOP & BOTT. (8) TOTAL
<br />9"
<br />2"
<br />2"
<br />4PIPE COLUMN
<br />R
<br /> STEPPED FOOTING
<br />d
<br />1.5 "S"
<br />"S
<br />"
<br />NOTES:
<br />- "S" SHOULD BE MAX 18"
<br />- "D" IS OVERALL DEPTH OF FTG.
<br />- BEND REBARS IF REQUIRED &
<br />LAP MIN. 48 BAR DIAMETER
<br />- REINFORCEMENT TO MATCH
<br />FOUNDATION DETAILS.
<br /> "D
<br />"
<br />FT'G. REIN'F.
<br />PER DETAIL
<br />1 1/2"
<br /> 48 db
<br />24" MIN.
<br />R
<br /> TYPICAL TRENCH @ FOOTINGS
<br />6"6"
<br />MI
<br />N
<br />.
<br />MI
<br />N
<br />.
<br />TRENCH PARALLEL
<br />TO FOOTINGS
<br />TRENCH PERPENDICULAR TO FOOTING
<br />ADD (2) #4 X 4' LONG
<br />CENTER @ PENETRATION
<br />10'-0" MIN.
<br />4
<br />1 3
<br />18"
<br />1
<br />2
<br />2
<br />1
<br />2
<br />COMPACTED
<br />FILL
<br />R
<br />5
<br />LINE.
<br />NOT TO EXTEND BELOW THIS
<br />BOTTOM OF TRENCH EXCV.
<br />PER SOILS REPORT.
<br />BACKFILL TRENCH EXCV.
<br />FINISH GRADE.
<br />3.
<br />2.
<br />1.
<br />PROPER SHORING
<br />NOTES:
<br />RESPONSIBLE FOR
<br />CONTRACTOR IS
<br />WHEN REQUIRED.
<br />-
<br />MIN. SPACING OF-
<br />OF VERTICAL
<br />PENETRATION IS 6".
<br />3/4"
<br />MIN.
<br />4.
<br />FOR VERTICAL PIPES:5.
<br />2X4 WALLS - MAX. PIPE SIZE IS 3".
<br />2X6 WALLS - MAX. PIPE SIZE IS 4".
<br />MAX. PIPE SIZE IS 4". CREATE
<br />PIPE SLEEVE 2" LARGER THAN
<br />PIPE. CONTACT GOUVIS
<br />ENGINEERING IF THE PIPE
<br />DIAMETER IS LARGER THAN 4"
<br /> POST TO FOOTING AT DECK
<br />MEMBRANE BETWEEN POST BASE
<br />DETAIL "A"DETAIL "B"
<br />4
<br />1
<br />5
<br />2
<br />C.L.
<br />3 7
<br />WHEN DECK SYSTEM IS PROPERLY
<br />CONNECTED TO THE BUILDING
<br />SYSTEM IS NOT PROPERLY
<br />CONNECTED TO THE BUILDING
<br />CONSTRUCTION OR DECK
<br />WHEN DECK IS ADDED AFTER
<br />FOR LATERAL FORCES, USE
<br />FOR LATERAL FORCES PER
<br />EXTEND L5X5X1/2 INTO CONC.
<br />FOOTING AS SHOWN.
<br />2 1/2"X2 1/2"X1/4" WASHER.
<br />5/8" DIA. M.B. WITH
<br />AND TOP OF CONC FOOTING.
<br />4.
<br />6.
<br />5.
<br />NOTES:
<br />6
<br />MULTI -STUD OR POST PER PLAN.
<br />SIMPSON CBSQ.
<br />3.
<br />2.
<br />6X6 POST (U.N.O.).
<br />PROVIDE STEGO WATERPROOF1.
<br />SEE PLAN
<br />SEE PLAN
<br />3"
<br />3"
<br />SE
<br />E
<br />
<br />P
<br />L
<br />A
<br />N
<br />18
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />SE
<br />E
<br />
<br />P
<br />L
<br />A
<br />N
<br />8"
<br />MI
<br />N
<br />.
<br />5"
<br />7"
<br />8"
<br />4"
<br />4"
<br />8"
<br />7"
<br />EITHER DETAIL 4/SD2 OR 14/SD2,
<br />USE DETAIL "A".
<br />7.L 5X5X1/2. U.N.O.
<br />-
<br />-
<br />8.BOTTOM OF POST.
<br />8
<br />DETAIL "B".
<br />R
<br />3" MIN.
<br />4
<br />1
<br />/
<br />2
<br />"
<br />PLAN VIEW
<br />ENLARGED
<br />3"X 3"X 1/4" STEEL ANGLE
<br />(2) 3/8" DIA. CARRIAGE BOLTS
<br />9" CONCRETE EMBEDMENT MIN.
<br />2X4 P.T.D.F. MEMBER
<br />2X4 P.T.D.F. PLATE (NOTCH
<br />AROUND STEEL ANGLE).
<br />18
<br />"
<br />3.
<br />5.
<br />4.
<br />2.
<br />1.
<br />2
<br />4
<br />1
<br />5
<br />3
<br />W/ 1 1/2" SQ. X 3/16" PLATE
<br />WASHER TO WOOD MEMBER
<br />PONY WALLR
<br /> HOLDOWN STRAP
<br />REFER TO DETAILS #1 & #2
<br />INSTALL STRAPS OVER SHEAR
<br />
<br />FOR MORE INFORMATION
<br />MIN. f'c = 2500 psi.
<br />2.
<br />1.
<br />FOR CONNECTION TYPE.
<br />REFER TO PLANS & TABLE BELOW
<br />MIN. 4X4 POST (U.N.O.).
<br />HOLDOWN STRAP, SEE
<br />FOR MISSING OR MISLOCATED
<br />DETAIL 18/SN-3.
<br />PANEL.
<br />NOTES:
<br />-
<br />-
<br />-
<br />-
<br />le
<br />EXTERIOR FOOTING
<br />INSTALLATION
<br />SIMPSON
<br />HOLDOWN le 16d SINKER
<br />NAILS
<br />#4 BAR x 8'-0"
<br />CENTERED @ HD *
<br />STHD10 10"20 (1) TOP & (1) BOTT.
<br />STHD14 14"24 (1) TOP & (1) BOTT.
<br />*CONT. FOOTING REINFORCEMENT/CABLE CAN BE COUNTED AS
<br />PART OF REBAR REQUIREMENT.
<br />NOTE:
<br />-4x4 POSTS CAN BE REPLACED WITH 2-2x4
<br />AS LONG AS NAILS ARE MAINTAINED WITH
<br />MIN. EDGE DISTANCE AS REQUIRED BY THE
<br />MANF. SPEC. & S.W. EDGE NAILS STAGGERED
<br />ON BOTH STUDS.
<br />-
<br />3.STRAND IN PERPENDICULAR
<br />DIRECTION PER PLAN.
<br />3
<br />4.REBAR PER TABLE, CENTERED @
<br />"HD" (BEND REBAR @ CORNER).
<br />LOCATE TOP BAR 3" TO 5" FROM
<br />TOP OF CONCRETE.
<br />4
<br />1
<br />2
<br />TO ACHIEVE le+4, AND EXTEND THIS
<br />DEEPEN FOOTING AS REQUIRED
<br />DEEPEN FOOTING 1.5 le BOTH SIDES
<br />OF STRAP PARALLEL TO FOOTING
<br />CORNER AS NEEDED.
<br />LONGITUDINAL DIRECTION. PROVIDE
<br />MIN. 3" CLR ALL AROUND FOR STEEL
<br />STRAP & BEND THE REBAR AT
<br />INSTALLATION
<br />1 2
<br />24" MIN
<br />.
<br />CORNER
<br />1 2
<br />INTERIOR FOOTING
<br />INSTALLATION
<br />4
<br />le
<br />-USE STHD10RJ & STHDRJ FOR
<br />RIM JOIST APPLICATION.
<br />R
<br /> TYP. EXTERIOR FOOTING
<br />8"
<br />6"
<br />STRAND @ MID HT. OF SLAB.
<br />MIN. 10 MIL VAPOR BARRIER
<br />NOT USED.
<br />5" CONC. SLAB W/. 1/2" DIA.
<br />
<br />f.
<br />e.
<br />d.
<br />2X STUDS @ 16 " O.C.
<br />INTERIOR FINISH.
<br />INDICATED ON PLANS) W/
<br />5/8" Φ ANCHOR BOLTS OR
<br />"FOUNDATION" ON SN-1 SHEET(S)
<br />2X P.T.D.F. SILL (USE 3X WHERE
<br />FOR OTHER REQUIREMENTS.
<br />c.
<br />b.
<br />a.
<br />3
<br />1
<br />/
<br />2
<br />"
<br />TY
<br />P
<br />.
<br />6"
<br />TYP.
<br />DEAD
<br />END
<br />1 1/2"CLR. NAIL
<br />TO BULKHEAD
<br />K.
<br />m.
<br />L.
<br />BURN EXCESS STRAND 1/2"
<br />TO 3/4" INTO RECESS.
<br />SUPPORT ON CONC. BLK. OR
<br />PLASTIC CHAIR, SEE PLANS
<br />TIE CABLE @ INTERSECTION
<br />FOR CABLE SPACING.
<br />REUSABLE PLASTIC POCKET
<br />HOLE IN BULKHEAD.
<br />FORMER INSERTED IN 3/4" Ø
<br />AFTER STRESSING & APPROVAL,
<br />h.
<br />g.
<br />EXTERIOR FINISH W/ G.I. BASE
<br />PLYWOOD PER PLAN.
<br />NOTES:
<br />- FOR MISSING/MISLOCATED AB.,
<br />- FOR OVERSIZED HOLE IN SILL
<br />PLATE SEE DETAIL 15/SN-3.
<br />- VAPOR BARRIER TO HAVE MIN. 6" LAP
<br />AT ALL SEAMS PER MANUF. (U.N.O.).
<br />- VERIFY ALL INFORMATION PER
<br />- P.T. SLAB & FOOTING TO BE POURED
<br />MONOLITHICALLY. SEE FOUNDATION
<br />SCREED. SEE ARCHITECTURAL.
<br />SEE DETAIL 19/SN-3 FOR FIX.
<br />f
<br />d k
<br />b
<br />a
<br />h
<br />p
<br />n.TOP OF NAT. GRADE OR
<br />COMPACTED FILL.
<br />o.EXTERIOR FIN. GRADE PER
<br />CIVIL DRAWINGS.
<br />n o
<br />c
<br />UPDATED SOILS REPORT
<br />L
<br />m
<br />FOR FIX.
<br />g
<br />p.EMBEDMENT DEPTH BELOW
<br />TYP.
<br />NOTE #14 ON SN-1.
<br />12" MIN.r
<br />LOWEST GRADE PER TABLE.
<br />r.REBAR OR CABLE PER TABLE
<br />ABV.
<br />3"
<br />MI
<br />N
<br />.
<br />s.7" EMBEDMENT.
<br />MASA/MASAP. SEE FOUNDATION
<br />PLAN & NOTES UNDER
<br />gALT.
<br />MI
<br />N
<br />.
<br />s
<br />INSTALLATION
<br />MASA/MASAP
<br />t.FORM BOARD 2x12 OR LESS.u
<br />u.MIN. 3" WIDE x 6" DEEP @ VENEER.
<br />t
<br />R
<br />MEETING THE REQUIREMENTS
<br />OF A ASTM E 1745 CLASS A
<br />MATERIAL.
<br /> TYPICAL BEAM TENDON PROFILE
<br />3
<br />SEE DETAILS #1 FOR LEGEND
<br />& INFORMATION NOT SHOWN.
<br />1.TENDON @ THE BOTTOM
<br />OF FOOTING PER PLAN.
<br />2.CHAIRS @ MAX 4'-6" O.C.
<br />3.TYPICAL FOOTING
<br />WHERE OCCURS.
<br />4.
<br />NOTES:
<br />-
<br />-DRAPED TENDON AT
<br />k
<br />o
<br />L m
<br />3"
<br />CL
<br />R
<br />6"
<br />12"
<br />TRANSITION LENGTH
<br />d
<br />"D
<br />"
<br />"L"1
<br />D L
<br />18"
<br />24"
<br />36"
<br />54"
<br />72"
<br />2 CONTINUOUS FOOTING.
<br />4
<br />4
<br />SCHEDULE
<br />SEE PLAN.
<br />R
<br />
<br /> TYP. HOLDOWN INSTALLATION
<br />NOTE:
<br />4x4 POSTS CAN BE REPLACED
<br />W/ 2-2x4 AS LONG AS NAILS ARE
<br />MAINTAINED W/ MIN. EDGE DISTANCE
<br />AS REQUIRED BY THE MANUF. SPEC.
<br />BOTH STUDS.
<br />-
<br />PLAN VIEW
<br />SB/SSTB @ CONC. CORNER
<br />PLAN VIEW
<br />SB/SSTB @ CONC. END
<br />85" MIN4
<br />5" MIN.
<br />4 16
<br />"
<br />RE
<br />T
<br />U
<br />R
<br />N
<br />7
<br />MI
<br />N
<br />.
<br />1
<br />F
<br />PAB BOLT INSTALLATION
<br />SB/SSTB BOLT INSTALLATION
<br />@ SW @ INT. FTG/SLAB
<br />@ SW @ INT. FTG/SLAB
<br />14
<br />3"
<br />CL
<br />R
<br />.
<br />MI
<br />N
<br />.
<br />13
<br />1
<br />14
<br />D
<br />D
<br />SECTION C-C
<br />17
<br />14
<br />16
<br />SECTION D-D
<br />13
<br />F
<br />F
<br />SECTION F-F
<br />14
<br />13
<br />SECTION E-E
<br />16
<br />14
<br />17
<br />& S.W. EDGE NAILS STAGGERED ON
<br />d
<br />3"
<br />6
<br />9
<br />1
<br />le
<br />4
<br />10
<br />B
<br />3
<br />CL
<br />R
<br />.
<br />SB/SSTB BOLTS INSTALLATIONB
<br />@ SW @ EXT. FOOTING
<br />E
<br />E18
<br />1.5 leB
<br />18
<br />1.5 leB
<br />le
<br />B
<br />B
<br />12
<br />18
<br />1.5 leB
<br />18
<br />1.5 leB
<br />PAB BOLT INSTALLATION
<br />SEE PLAN IF
<br />LARGER PAD
<br />IS REQUIRED
<br />d 2
<br />1
<br />5
<br />FF
<br />6
<br />3"
<br />CL
<br />R
<br />MI
<br />N
<br />.
<br />le
<br />A
<br />1 3/4"
<br />MIN., TYP.
<br />C
<br />C
<br />@ SW @ EXT. FOOTING
<br />A
<br />FF
<br />15
<br />14
<br />F 3"
<br />CL
<br />R
<br />MI
<br />N
<br />.
<br />le
<br />A
<br />FF
<br />A
<br />13
<br />SE
<br />E
<br />SC
<br />H
<br />E
<br />D
<br />U
<br />L
<br />E
<br />HDQ8 HDUHTT5
<br />11
<br />6.EXTERIOR FOOTING EDGE.
<br />REBAR PER TABLE, CENTERED @ "HD"1.
<br />3.
<br />SIMPSON PAB STD. STEEL BOLTS PER2.
<br />(BEND REBAR @ CORNER).
<br />FOR COND. B, LOCATE TOP REBAR
<br />3" TO 5" FROM TOP OF CONCRETE.
<br />5.DOUBLE HEX NUTS WITH WASHER.
<br />SEE SCHEDULE FOR SIZES.
<br />SCHED. (ALL THREAD A307-C/A36 RODS
<br />CAN BE USED IN LIEU OF PAB BOLTS).
<br />4.SB/SSTB BOLTS PER SCHEDULE.
<br />FOR 5/8"Ø BOLT) ENTIRE EMBED. LENGTH.
<br />CONCRETE STEM/FOOTING
<br />11.USE 16d SINKER NAILS. (0.148"x3 1/4") FOR HTT4 & HTT5.
<br />WIDEN FTG. WHERE OCCURS, SEE DETAIL #1.9.
<br />20 5/8" FOR SSTB24, 24 7/8" (MIN.) FOR SSTB28.10.
<br />CONCRETE END.8.
<br />FOR INSTALLATION INFORMATION NOT SHOWN.
<br />- REFER TO MANUFACTURER SPECIFICATIONS
<br />1/4"Øx4 1/2" SDS SCREWS SHOULD BE USED.
<br />- WHEN 3-2X MEMBER IS USED FOR HDQ8 & HDU,
<br />TRANSFER PLATE FOR HDU11, HDU14, HHDQ11, &
<br />- HEAVY HEX ANCHOR NUT IS REQUIRED ON LOAD
<br />HHDQ14 HOLDOWNS.
<br />7.CONCRETE CORNER.
<br />12.FTG WIDTH (13" FOR 7/8"Ø BOLT, 9" FOR 5/8"Ø BOLT).
<br />13.EDGE OF DEEPENED SLAB/FTG FOR HOLDOWN @ INT. SHEAR WALL.
<br />BOTTOM OF SLAB.
<br />TOP OF DEEPENED EXT. FTG FOR PAB BOLT INSTALLATION.
<br />BOTTOM OF EXT. FOOTING/ MAT.
<br />14.
<br />WIDTH (8" MIN. FOR 7/8"Ø BOLT, 6" MIN.
<br />- SEE DETAIL #1 FOR LEGEND & INFO NOT SHOWN.
<br />- SEE PLANS FOR HOLDOWN TYPES.
<br />NOTES:
<br />- FOR MISSING OR MISLOCATED
<br />HOLDOWN, SEE DETAIL 18/SN-3.
<br />15.
<br />16.
<br />EDGE OF EXTENDED/ENLARGED EXTERIOR FOOTING.17.
<br />FOR ANCHOR BOLT LOCATED LESS THAN 1.5 le FROM18.
<br />CONC CORNER/END, EXTEND THE FTG AS FOLLOWS:
<br />CORNER COND. - THE REMAINING BALANCE OF 1.5 le ,
<br />(16" MAX.), INTO THE RETURN FOOTING.
<br />B
<br />B
<br />- FOR HD12 AND HD19, USE 6X6 POST MIN.
<br />1 3/4"
<br />MIN., TYP.
<br />END. COND. - FOR SB/SSTB LOCATED AT LESS THAN
<br />CONCRETE FOOTING END PER PLAN.
<br />B1.5 le FROM CONC FOOTING END, THE EXTENDED
<br />FOOTING PER SEC. E-E & SEC. F-F, ENDS AT WHERE
<br />*
<br />SIMPSON
<br />HOLDOWN
<br />HDU8
<br />PAB BOLTS
<br />HDU11
<br />HHDQ11
<br />HDQ8
<br />F (MIN)
<br />(COND. A)
<br />CENTERED
<br />REBARS x 8'-0"
<br />@ HD
<br />(2)#4 T& (2)#4 B
<br />SEE SECT. E-E
<br />*
<br />PAB5
<br />PAB8
<br />SIZES
<br />(4)#4 TOP & (4) #4BOT.
<br />FTG EXTENSION
<br />PAB7
<br />SB/ SSTB BOLTS(COND. B)
<br />SSTB24
<br />SSTB
<br />SSTB28
<br />SSTB28
<br />& SECT. F-F
<br />leA
<br />11"
<br />HD19
<br />HD12
<br />HDU14
<br />HHDQ14
<br />19"PAB9
<br />22"PAB10
<br />1
<br />4"x1 3
<br />4"x1 3
<br />4"
<br />3
<br />8"x2 1
<br />2"x2 1
<br />2"
<br />SIZE(MIN.)
<br />PL. WASHER
<br />13 1
<br />2"9"
<br />12 1
<br />2"
<br />14 1
<br />2"5
<br />8"x3 1
<br />2"x3 1
<br />2"
<br />9
<br />16"x3 1
<br />4"x3 1
<br />4"
<br />16 1
<br />2"
<br />10"6 1
<br />2"
<br />1
<br />2"x2 3
<br />4"x2 3
<br />4"
<br />R
<br /> HTT4/HTT5
<br />ALT. (1)#5 T& (1)#5 B
<br />ALT. (2)#5 T& (2)#5 B
<br />(3)#5 T& (3)#5 B
<br />SB
<br />SB5/8x24
<br />SB7/8x24
<br />SB7/8x24
<br />SB1x30
<br />N./.A.
<br />N./.A.N./.A.N./.A.
<br />18" FOR SB 5/8x24, 24" (MIN.) FOR SB 7/8x24 and SB1x30
<br />SB1x30
<br />USE 18" WIDE x 24" DEEP FOOTING , 4'-0" LONG PAST HOLDOWN EACH WAY
<br />CONT. FOOTING REINF. CAN BE COUNTED AS PART OF REBAR REQUIREMENT IF BAR SIZE ARE
<br />SAME AS THOSE REQUIRED PER SCHEDULE; OTHERWISE, BARS PER SCHEDULE ARE ADD'L.
<br />**
<br />SEE SECT. E-E
<br />& SECT. F-F**
<br />A
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